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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 w-g-, �tt &' Florida Departrrie lt� BCts Home j Log In ; User Registration Hot Topics [ Submit SurchargeStats&Facts Publications ; FBC Staff ? BCIS Site Map Lints { Search i B u s i n e s J �� t_��Product Approval Profess nal ;{ - USER:Public User Regulation RProduct Anorova±Menu>Product or AoDlication Search>Application List>Application Detail ' s � ,. „�' FL# L 9 �a.+�.rNEM Application Type firmation Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer u: s Address/Phone/Email t7 Te Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens 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 AIMM Subcategory 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes (,;No N/A FL261 R9 COC FL261 to 2014.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbl... 2/l/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/29/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL# Description 1Y' 261.1 ndows Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL.261 R9 C CAC 14-1105.0l.2df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure:N/A I Natio Other:Please see Miami-Dade County Notice of Acceptance(NOA)for product performance Information,and mullion clip anchorage details. e lams-U a - ER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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: W WE EY SL`L'Urlt'94�"rtitC http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbI... 2/1/2016 MIAM1•DADE W110II—DADS COUNTY,FLORIDA � PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Strect,Room 208 BOARD AND CODE ADI13IiNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MMv.miam1dade.eov/cconomy 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(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 manufachrrer 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 Miarni-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` i t +r r u ecu AI m e lion-L.M.I. APPROVAL DOCUME raving No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/11with 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 with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING ; x f,r S`" Il �tl�'�IIIri a t rstant LABELING: Each runt shall bear a permanenat e wth7 acturer'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 because 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 rnanufacttrrer 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. p NOA No.14-1105.01 MiAM1•UADE C�oUNTY fir' / s Grw e- .— Approval Date: February 12,2015 2`�rls Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and.sections. (Subjulded 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. nL 6443 (samples A—I thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, 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 2010 and with FBC 5h 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'h 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. "Tainie A Gase-oli,F.F. Product Control Section Supenlsw- NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: FebruaryI2,2015 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FT1-6443, issued by Fenestration Testing Lab,Inc,, dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 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 I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 134815.05, 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;Y.E. Product Coorol Section Supervisor NOA No.14-1105.01 Expiration Da te: 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 ® R MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION,TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES... ...... MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS................._.......... o 1 iynn ELEVATIONS._...................... i COo F FIGURE 1: 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD.......................2 oz o� MULTIPLE WIDTH FOR VERTICAL AIULL ARCHES TONE ) MULL TO STALLA IO MASONRY..............2MULLIONS [—OPENING / -� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE•FLOATING'AHD DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................z LL SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY......................3 A-D,G,H; Sw,pE MULL TO STEEL STUD....._........._.3 04 SHEETS 2.1m I---_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 F DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U160.THE 1/3 STRESS INCREASE WAS NOT USED ALTANCHOR SPECS................_...........3 '' U) IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MU L INSTAATELIP&..._._......_.....4 ZO HHH BAY MULL INSTALLATION,_........._4 W J �/ �/ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS_..........._6 j = 1 X 2 X.375 MULL SPECS...............6 /7 INSTRUCTIONS. m W t i 1X2.75 X.375 MULL SP ..._.....7 1 X 2.75 X.65 MULL SPECS....._..._B Z '--i s° SEE DETAILS U L11 1 X 3.125%.500 MULL SPECS........9 W O O / I / III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND m o H ATHRU G; Y _ III __ \ SEE DETAILS 1 X 4%.125 MULL SPECS.........._..10 SHEETS23 __ I 1 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEETANDSHEET 24,FOR MULTIPLE UNITS,CONSIDER 7 1"" M !A A THRU G; ONLY TWO ADJACENT UNITS AT A TIME W HEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4%.375 TUBE MULL SPECS....11 H Q J --- 1X4%.375'r MULL SPECS..._._11 LU J SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188%.265 MULL SPECS 12 J O OPENING 1.25 X 3.25 X.100 MULL SPECS 13 Z W f �' � VERs. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS 14 gE MULL FOR g LENGTH HORIZONTAL 1.25 X3.94 X.624 MULL SPECS Z 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 SEE DETAIL E, 2 X 6 X.25 MULL SPECS................17 r SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26X2.11%.125 MULL SPECS16 Q W r. .... AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 3.25 BAY MULL SPECS.........19 Z F- Q N o REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q O Z zc MULLION B CLIP DIMENSIONS...._21.23 I--• Z m O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSUAFBPA NOS FOR WOOD CONSTRUCTION; EXAMPLES 1 8 2......................... to -9 o A- �IRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES........_............25 W E OF ANY TYPE Q' W Y Y MUST A 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F, Z N MANUFACTURED IL / III BY PGT. CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Q O Q O O PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a Z my /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. A-D,G,H; HORIZONTAL SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL LENGTH WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA HORIZONTAL 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"TRIANGULARITRAPEZOIDAL'. PRODUCE REVISED M wtDpiyln9 whh the Florida I--HORIZ.MULL LENGTH---1 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT")FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Du6dhw Cbdc _ MULL h—OPEMNG WIDTH—, THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Axrptmicg OS,• '1 LENGTH I— I p�1 MULLION CAPACITY(LBSfFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING OBTAINED IN D( 4'901,(0 1� OPENING I• STEP 1). gy%CGut�t->..•.� HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE V11azn1 ederot FOR OPENING MULL HORIz vERT. REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 111111f 1 MNGHT LENGTH MULL MULL L � LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \���,���ON NN� ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� P?•'' \-KENS-"•�((�,� CAPACITY IS MET. TH SINGLE MULLION SINGLE MULLION �FORV AIULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSFT°)FOR THE = No.58705 7y' pENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =•D FOR VERTICAL AIULL VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS O'. FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ���` R(V/tIDA ,•\cci` CAPACITY(LBSIFT°)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i S PRODUCT ASSEMBLY. �,()IVA�ENG��� 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. A.LYNN MILILE`f�P.E. FL P.E.#58705 a� DETAILA: DETAIL B: MULLION MULLION TO 2X WOOD BUCK Mu uaN MULLION ATTACHED TO 1X _p OR WOOD FRAMING SU T''I WOOD BUCK AND MASONRY [A_ " SEE SEE TABLES is-16B (OF .17A �11'-I (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE NOTE MULLION SHEET 1. z L 4 SEE SHEETS �,,N 2.7 KSI OR E 0 ETHER THE OR ED( I 1 21-23 FOR HOLE CONCRETE DISTANCE, I LOCATIONS EDGE SEE SSE TABLES EDGE E DISTANCE IS46B DISTANCE "I STANDARDOR .".E, L CLIP MAY BE FOR MASONRY FOR INSTALLED BY SCR Wool:�a ANCHORS LU < 0 THISMETHOD 03 ') CD I.- REWS SIDE VIEW z ct) L2WMAXFOR (0 ALL MULLIONS 4 0 4 4 e EITHER THE .3 4 4 4 4. EXTERIOR 4 1 EDGE THIS METHOD. J Cn z z 4 DISTANCE 4 FOR Z MASONRY 0 Z IZ45 THE OFFSET CLIP IS ANCHORS E ERIOR 4 % JALSO BE USED FOR . WINDOWS,BUT A1AY w OTHER FRAME TYPES. h i�z Amo W TYP.ANCHOR ANCHOR ANI /-PERSLIBSTRATE, �M�7ER SUBSTRATE, 1.20 PERSUE TE, SEE TABLES 18-168 E TABLES 18-168 SEE TABLES 18.168 EDGEIENO mail DISTANCE OUCKSTRIP SEE TABLES AND EMBELEUr SUCKSTRIP 18-1613 T ATTACHMENT ANO EMBEDMENT SYOTHERS. ATTACHMENT YOTHERS, SEE NOTE 1. SHEET I. SEE NOTE 1, SHEET 1. MIH S$GONG.E Mu PRODUCTREVISED 0 SIDE VIEW w complying with the Florida Buadwsco* FRONT VIEW INSTALLATION NOTES: -.11a81 ad*Plod"I Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �YNJV CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. yT 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. No.58705 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DAD E COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED ELCO U LTRACO N OR ELCO 114"S.S,AGGREGATOR MASONRY ANCHORS. ER,SP.E. FL P.E.9 56705 DETAIL E: DETAIL C: .128-MINL MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO t1j MULLION (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR-CROSS' IES (STANDARD CLIP SHOWN) i�fl INTERSECTIONS. 2)MAY BE INSTALLED HORIZONTALLY 92! TYP.ANCHOR (SHOWN)OR VERTICALLY. EITHER THE I T N PER SUBSTRATE, STANDARD OR SEETABLES113-13B L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 OFFSET TOP VIEW FOR CORRESPONDING MULLION. (0) MAYULL CUP BE - w INSTALLED EDGE DISTANCE —MULLION BY 6 THISFOR MASONRY,M'.0. IS METHOD. ANCHORS N VARIES I J W 0125TEELSCREWS. .— 9SELF-DRILLING OR PRE-DRILL 0 CC MULLION AND USE SMS w 0 (1) CO U) EXTERIOR MULLION I­_ z (D EDGEDISTANCE THE OFFSET CLIP 13 =) 0 �I F RKIISONRY— RECOMMENDED FOR z ANCHORS FIN-FRAMED ZINTERSSCTION WINDOWS,BUT MAY ALSO BE USED FOR U-CUP OTHER FRAME TYPES. EXTERIOR TYP.ANCHOR .4 A, PERSUBSTRATE, 42 z SEE TABLES IB-138 SEE SHEET 21-23 FOR I YYP.ANCHOR S < L-1-4 PER SUBSTRATE, HOLE LOCATIONS (1) SEE TABLES 18-13B U11 AND J FRONT VIEW EDGE U.1 ATTACHMENC BY CIS Imuh I w EMBEDMEN; SEETABLES I 10-1$B 0 < EDGE C<L As �6 DISTANCE m 0 SO MIN 21 KSI MIN 2.7 KSI CONCRETE OR CMU 10-13B SEE TABLES SIDE VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: /—STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR PER SUBSTRATE' SEE TABLES 18-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a RODUCrRUVISUD SEE SHEETS u wraplytnif%vhh the Flodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR 3 1141 DO CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, LOCATIONS Z. 2adf_ 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. MULLION vffwd ada fcodnst 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL 0,SHEET 3. tint 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVEDEDGE ELCO ULTRACON OR ELOO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. L7 _DISTANCE FOR STEEL FOR STEEL STUDS THINNER THAN SEE TABLES FRONT VIEW 16 CA AND COMPLIANT WITH TNF IL BUILDING 0435 CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NO.58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �' to ANCHOR VALUES MAYBE USED. 4 ..ORIDp' 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6-20,FOR QUANTITY OF SCREWS. A. I Q Ik�,P.E. FL P.EJ 58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a ° SEE DETAILS A-E, 30*OR 45' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. 04 MULLION O O Z TWA 0 0 O I O O O O O o Lu W O O TOP VIEW g U) WU o O SIDEVIEW i'IX4N SHOWNX.125' TOP VIEW 1 I I 7 co fn MULLION I J I I 1 I TYP.ANCHOR 1 1 I I PE EXTERIOR RSUBSTRATE, g m I I BEE TABLES 15B CR 16B Z U I TYP.ANCHOR I 1 Ilse STANDARD MULLION CLIP I I PERSUBSTRATE. I EXTERIOR o rcZ MODIFIED TO FR FIELD 1 SEE TABLES 18-14B GD ja Q z er.• '� CONDITIONS. I I I 1 \/ ~ Z Q O 1 2'X 6'ANGLE CLIP, 1 I I I I I 2 PER MULLION END,MUST BE Q O Z N r I 1 INSTALLED INSIDE OF BAY MULL. F co MULLION I 1 CD (� sC)SO I , .` I 1 II 1 1 I ..J oy 2'X6'X.125• H O) U U I1 II ANGLECUP, („) Z Q 1 I I 2 PER MULLION END, Q O O MUST BE INSTALLED d£ Z INSIDE OF MULL. 10'�o I I I ",,_TYP.ANCHOR b PERSUBSTRATE, SEE TABLES 1B.14B ,/1 INTO WOOD, ERZ STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR AL UM.CMU OR MASONRY MODIFIED IN-FIELD. `yc EXTERIOR PRODUCF E�EDI'"tcl plt �! / ®` �+� REVISED VISEeFbtld7 O PEa�'I� E u" A _ SO1 -` � No ® I INTO WOOD,STEEL, /UOIC ® ® cc OR MASONDGErANER CHOR 1111111111/1 E EDGE DGE DISTANCENOTES FOR INSTALLATION OPTION G&H: QIE ?PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. �4,: No.58705 'x 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE ' LOCATIONS. --n 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. / �Z 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ��Q� §-A- 5 �\ 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. . ......... S' NAL . A.LO N W ER,P.E. FL P.E.N 58705 TABLE iA Mullion Capacity Table lbs#t1 a`�y13 Op4nlnnWldth(forustUcalysp8mrgmullions)orOpeningHeight(for hodzortallyspardngindlons) S Q 501n so in 70 to soln Gain 100tn IN to t40 In 16014 Il-O Rectangular nep/ -ne. ReelengmeT TTep/mwil. Rectangular T4agmang. Re4languWr Tcap/laang. Reclongalar 7rap/41ang. Reotangular Ttap/alang. Rectangular T prrdang• Reclengraar TrapfiAan0. Reelangulor T(.A darg. gY F 1X2%.126 Loao7ng Loading Loading Lending Loadna Loadng Loading Lending Loadng Leading Lowing toadng Loading Laadng Loading Loadn9 Loading Leading Sfli Alum,Tube T.t I € '� ,� , _TWI, g F '_ +: .. '.. . uMullion � �� �' a � �� a� � aU � �'� � ' � � �� a �� ,� �"� �� � Nff HU �� �� � � �� � � � �� � a � 42 In 1 111.9 108 129.5 332 9J.2 408 115.5 3T5 7G.9 108 107.8 321 149.9 408 101.4 319 62.1 108 104,0 319 55,0 108 101.0 319 48.8 108 104.0 319 39.9 408 101.0 310 35.0 400 104.0 319 48 to 71.8 312 83.8 256 62.1 312 73.4 152 53.5 312 67.4 248 48.8 312 83.2 Z48 41.6 312 St.3 244 37,5 3f2 01.0 244 312 312 61,0 244 26.8 312 614 244 23A 312 01.0 244 = LU _ 50A2SIn 63.9 281 70.6 234 53,2 281 61.5 228 45,0 2611 55,7 224 39P T8f $2.1 222 35.6 281 WA 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 +� a 5414 $2.8 247 57.6 207 43.9 24T 49.8 202 37,8 247 4{.8 189 32.8 217 41.5 198 28.2 247 38,4 184 28.3 247 38A iB3 21.8 247 38.1 193 18.8 247 38d 193 10.4 217 38.1 1B3 m M 60 to 38.4 200 4L2 170 32.0 200 35.4 160 T7,4 290 31.5 163 24A 200 28.9 160 21.3 200 27.1 159 192 200 25.8 167 16.0 200 25,0 158 in {P J J J 63 In J3.! lei 36.3 155 2be 181 30.3 152 27.7 181 2a9 119 20.7 181 24.5 146 18.4 tai 228 144 18.8 181 2t.7 143 g 66 In 20.8 165 30.6 142 24.0 165 26.1 139 20,0 186 T3.1 130 18.0 165 21.0 134 7214 22.2 139 23.3 20 18.5 I 139 19.8 118 15.8 iJ9 17.5 118 z«T^ W g 781, 10.8 125 19.7 1 109 1 15.7 125 }8.8 107I-ri I I J I g z 781n 17.51 118 1 10.2 1108 < J T' V Q `O TABLEiB ANCHOR CAPACITY ADJUSTMENT FORMULA: `G m '� N Ancho7Ca Capacity Table Ilia F^• LO o Mo ao Substreto; 2,7KComrele 3.5k ow.. Rogow CMU ANGHDRGAP.,,,,,,, r F91aacMu PT 3tatm (DP)X� I=ANCHOR CAP.- V7 � 8 $ 5/18'Euro 174•s8 Eko 6118'Elco 114'3S EIcO ala slam a12 steal ate steel MULLION CAP„w,,,,,c LU X Y Y Amber Typo. 3718'Eko UWaeon 114•Eko UlBacan 3r1W Be.t9bacon 1/4'Eke Me- AncharCllpPattema UtamOn AggrWatec Ugmcon Aggmctsw screw(G5)screw05} Smw105) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edea paleme M): 1' Z-12' 1' 2.12' J-1/8' 1' 2-12• 1' 2./2' T 31fB• r 0,48' 0.54• 4-124• CAPACITY REQUIRED'CORRESPONDING TO AN X EmbedmentM. 1-3w taro• 1.3.4' faro' r 1-114^ 1-114- VIA 1-u4• 1-114^ t-u4• r 1a/s fars• renes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anehom@4.75•Min.O.C,/slandald or OBsel dip(Fig.U 390 ft 390 Ns 4501118 $901bs t644[be 270 lbs 280[be 35416s 7401bs 3m lbs 664Iba 946 nm 3411bs g421bs 56o lbs OPENING,WH EN IT IS LOWER THAN THE MULLION a { 4Andm @ 1.15•Min.0.0.18twWx4("Of$eg Glp{FIG,21 : 460 tbs Tao Iles wA WA WA WA 380 lbs wA NtA wA WA WA a82 res US lbs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED �� �0 4 Anchors®T Mtn O.C./(2)2x5 Angle pips/(Fig.3): 780Ibs 1601b8 gee R1.8 1bfi01ba iB98 Ns 5401bs 5601bs WA 760Iles 748 Ice UO[be 1892 lbs 682 Ibs 585 lbs 112o Iles MULLION.IT WILL YIELD A MiNIMUM ANCHOR 2AncMmgg 0.45'MIn O.O.7U.plp,tMo.125•Atum.{Fq.4Y WA WA wA WA WA WA WA WA WA NA WA WA WA WA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhor/F4;IIp(Fp.5): 195 9n 1951ba 225 Ns 145Ibs 0271bs 1JS Ilea 14010s iTI Iles 3701bs 1810x1 3321bs 473 The 1701te NOW 28016s ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchom fh1.15'MUL O.C1 F-afp(Fig.B): 240 tbs 3501bs wq WA WA WA 11801bs WA WA WA WA WA 341 fes 442 flea 560 the ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIG --� FIGURE 2- TABLE NOTES; - • • 's col VI T12EVi5h-- oD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. "•`C0i''41b'b161114h lAr Motlda Budding Cepa SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1,000' )-- ARCphunceNe 5741 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURES: MimiadoP70 rt Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mimi u HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1tt f U l 1 r r tr ANGLE CLIP MUST BE USED IN FAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED r @�,,•' 4tCENSF''•�c<P' FIGURE 4: FIGURE 5: �F#-G�O7RE�&:----� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL SE 6063-TSAND BEA MINIMUM OF.125' ( N 1 I THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND. THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.725'MULLION = NO,58705 LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHA$HA LL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. _ ,n'•, SATE �✓` %S"ZONAL E ' A,LYN�1rI�iLL�tii,P.E. FL P.E.#68705 TABLE 2A Mullion Capacity Table{bstitz � Oponing Wldth(foryg16calty-spanning Indlions)orOpening Holght(for h6dzontaliy-sparring Indllons) �+ 6o In so to 70 In 801n Bot. too In 12D In 1401. 160 in Rxt3mukr 7rap'TAag. Rwlo uler Tre aarg. Rech �i eg . angular TrLWIvg. fteclMM. TrLoWinng. Rectangular TrL nd'ip. Rechering' hap?AerB. Rectangular TrLoedkvp. Rectangular Trsp/ana RoOWInlar TlI.O.&Vp. 1 x 2 x.378 Loading Ccadtr47 La1�rq taadlrg toantng Loading Loading toadire toanirp Loa4ing LasnXg Loan(np t.aadfng Loaning Loadbg LaarTine LoanSg tnan0@ a Alum.Tubep p r Mullion `" � �" d t9 `' �• t➢ �_ E' N � ��m L5 421. 770.0 020 170.0 435 161.3 662 170.0 478 129.7 662 Vol) 506 113.11 662 16&6 618 100.8 682 16e,9 517 BD.6 66Z 168.9 617 75,7 662 i6a9 617 81.8 662 18&B 517 68.7 882 189.9 517 48 to 121.6 607 138.0 419 101.4 507 11&2 410 86.9 607 108.7 403 76,0 607 1028 399 878 547 99.8 347 50.8 607 99.4 346 60.J 507 99.0 396 434 507 99.0 396 3&0 607 98.0 396 J W 60.6251. 103.7 458 1148 379 89.4 456 99.9 371 74.1 465 90.6 304 64.8 456 04.8 360 67.6 458 81.3 357 51.8 468 80.0 356 43.2 458 60.0 358 37.0 456 80.0 358 324 456 64.0 356 54In 85.4 400 93.3 330 71.2 4D0 60.9 328 61.0 400 72.7 322 514 400 67.3 We 47.5 400 64.0 375 427 400 623 314 35.6 400 61.8 313 30.5 400 61,8 313 26.7 400 57.8 373 m a 0 fi 60In 623 324 66.5 278 51.9 324 57.5 270 445 324 61.2 204 38,9 324 46.9 260 348 324 43.9 257 31.1 324 420 255 28A 324 40.5 253 2ZZ 324 40.6 253 1&6 324 40.5 253 (/1 Fa j G71n 63.6 204 57.4 262 448 294 48.2 246 3a4 294 43.6 241 33.8 294 39.8 237 29.9 294 37.1 234 28.0 294 35.2 232 224 2M 33.5 230 19.2 294 33.4 230 16.8 294 33,4 230 661. 0.8.8 268 49.6 230 3M16 268 424 225 11.4 268 37.5 221 29,2 268 34,1 218 280 258 31.6 215 23.4 268 29.8 212 19.6 268 20.0 210 16.7 268 277 209 14.6 260 27.7 209 12tH 38.0 225 37.9 196 30.0 226 322 191 25.7 226 28.4 188 225 226 25.6 185 2DA 225 23,6 tet 1&0 225 221 160 15.0 225 20.3 177 128 226 10.6 176 11.3 226 19.6 176 o§ Z 781n 30.6 2+R 32.0 177 25.5 202 27.2 173 21,0 202 238 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 128 202 18.7 160 10.9 202 15.9 16a 9.6 202 16.8 158 � Q•@ 78TH 20.3 192 28.8 188 23.5 192 26.1 155 20.2 192 224 tb2 17.7 132 1&7 759 l6.7 192 1&1 1ST 14.2 192 76.8 155 tt.8 !92 15.2 152 56.1 192 74,4 160 8.0 18Z 14.2 150 � .r r T 901. 16,5 144 19.0 128 16.4 144 76.1 126 Z � Q N Q 961. 15.2 127 15.8 113 Q m r I" try.a ••O m� TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: cn m H 8 Anchor CaDac1tv Table 11bs ANCHORCAP. 4L1 X y Y BaMtcata: 2.7N Canarate 3.5k Caw. Noikw GMU FOkC CAtU PT Woad Me1ei (OP„)X t )=ANCHOR CAP.,,, O: 6rI8•Elw 114•SS Me 5118•Eko 174.53 Eko alo Steel 012 Steel 012 Steel MULLION CAP.,,,,,,,,,,, f" N ?� Amha Type: 3116•EIw tnimon //4•Eko Ulbacw 3110'EIw UAmcon 1/4'Elco Ullrecon (J X Q > Anchor Clip Patterns Un aaan Ag "I" Ncaxan AgWLC.or 8-(G6)ScmW(GS) Sonm(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Etlge Oislence Onj: P 2-11Y 1• z•ur alta• r 2.1n• r z-tn• r 3-ua• z• o.4s• 0.54' 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN a r Z Emtedmant Ml. 1.314• 1.3+4' t-374• 5314' 2' i-i/4• i-it4• -ti4• m/4• 1414' 1-114' r tato' tarn• lectea ACTUAL PRESSURE REQUIREMENT FOR THE ��5:O 2 Anchors Q 4.750 Min.O.C.I Slennur.or OTset alp(Fig.Jr. Soo 1b5 390 lb, 450 ft ego ibs 1644 IM 27016& 28015. 3541b4 740[be 374 Me 661 Ns 940lbs 341 lb. 442 lb, Sag lbs OPENING,WHEN IT IS LOWER THAN THE MULLION €a�'� L3 4An.tcm 431.iS'AtIn.O.C.I Sl..Q1d WOctet)CPtF1g.2): 480lb. 79015. WA WA N/A WA 380 lbs WA N/A WA WA WA 682lbs 8051bs 712015. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A.chaa @ r Min.0.0.112)2X5 Angle aipa 7(Fla.3): 7W lbs 780 lbs 680109 1560 IM 16"lbs 540153 50015s WA T60lbs 748%s 88D 10o 1892 tbo 682[be 681 ibs 112015. MULLION.17 WILL YIELD A MINIMUM ANCHOR 2AMha5 0 0.45'Min.O.C.I Valp,Into 12S•Alum,(Fla.4y WA WA WA WA WA WA WA WA NIA N41 WA WA WA WA 7151b, CAPACITY WHICH MAY BE USED TO QUALIFY nc 1 Ahor l F-01p(Fig,Sj: 195lbs 195 lbs 22515. 445 Ib. 622 tie 13516. 1401bS 177 lbs 370 lb. 187 lbs 332 lbs 47311,3 !7415. 223I6s 284Ih3 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anehaa 9 1.15•Wn.0.01 FCllp(Fig.61: 240 Ws 350153 WA WA NiA WA ie)bs WA NIA WA WA WA 341155 44215, 68015. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1:, FIGURE 2: PRODUCPREVISBD � � • TABLE NOTES: 9s C4+aP1yInS wIW Wa Pladda BuA01ag 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AmePtmcvNo � CfJ3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, "( 1,000• i" Raw 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOJOR OPENING WIDTHS IS ALLOWABLE. d FIGURE 3: lamf ado uot-'o.trot 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. %1111111 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000• ��� .(4YNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \ 6�QN..•••••..;)U(� lig! ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L3175' � N' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED 1 = No.58705 FIGURE 4: FIGURES.' FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606346AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT t'X 2•X.37W MULUON LEAST-125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDATE•b `."' 1 �' THE MATERIAL N10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.Oft 410 S.S. 'P q P5 A.LYNN MIL11R P.E. FL P.E.9 58705 TABLE 3A n Y Muiifaa CaEacity Table tbstR2) Opening Nndth(for verlically-sparWrg mu@ion9)orOpening Helght(for hlrizontely-sperlrirg mUlions) 50 in 601. 70 in SO to 96 to 100 to 120 in 1401n 180 in -„r o Recleng�lar Trop/Tdeng. Raekngufar TL424.ng. RLn.'S TL_dang. Re<kn dar Ta 8 W P1Tdeog. ReciengWar Treprrdang. Re<ten9ular Tap7Tdeng. Reclangalar Tbprtdeng. Reelangufar TnpfTdang. 1 X 176 X 8 omm. Re<tan lar Ta 0 Loading toadno Loading toadtng Loadrig toadng Loadng Loading Las6V Loading Loading Load)ng Leading Loading Loading Loading Looting Leading .376 Alum. Tube is f •�,. � " 7�kf �u �.. � �... Tilwii •�.. � � �'_. T2!d .. � Mullionin . E g111, �� �� � �� 21 1 42 in 170.0 020 170.0 435 170.0 741 110.0 470 1700 956 170.0 500 170.0 992 170.0 519 170.0 1118 170e 521 170,0 1240 170.0 521 148.7 1301 170.0 521 127.5 1101 170.0 521 111.5 1301 170.0 521 J 48ln 174.0 108 574.0 524 170.0 854 174.0 5% 170.0 992 570.0 630 174.0 1133 170.0 661 751.0 1114 170.0 877 238.8 :139 170.0 880 1139 t139 1700 800 91.0 1439 t70A 680 85.4 1134 170.0 650 _ 60.6251n 170.0 747 170.0 563 170.0 898 174.0 631 187.8 1032 170,0 68{ 146.8 1032 170.0 723 130.5 1032 MA 747 11TH 11102 170.0 756 87.8 1032 170.0 758 63.11 1032 170.0 756 73.4 1012 170.0 796 � �Sm., rn d4 n 270.0 7B7 170.0 512 161.3 807 t7a.a 691 110.2 807 164.7 730 120.9 907 1525 720 107,8 801 USA 714 96.@ 007 141.1 710 80.6 907 140.0 709 69.1 901 140.0 709 60.5 007 140.0 709 w c 4 60tH 141.! 735[130.0 625 117,61735 130.3 611 100,8 735 118.0 599 88.2 735 1462 590 70.4 735 99.S 583 70.5 715 95.1 $78 88.8 735 91.8 574 50.{ 715 913 S74 44.1 735 91.0 $74 co J 034 121.9 668 570 101.8 668 111.8 657 87.0 658 BB9 547 78.2 658 00.1 530 67.7 86B 67.9 631 80,9 G6@ 70,6 52B 50.0 868 76.6 621 41.6 666 78.6 521 10.1 868 75.6 621108.0 607 522 88.3 607 96x1 3tt 75,7 807 65.0 801 68.2 607 77.1 493 58.0 607 71.6 480 531 60767.6 481 44.2 807 83.4 470 ST.O 607 B2,7 474 13.1 807 82.7 474 WRM 813 big 443 68.0 Sf0 73,0 414 68.3 10 64.J 426 51x0 614 STA 418 433 510 63,3 413 40.8 $to 50.0 408 343 510 45.9 442 29.2 510 44.4 399 255 619 44.3 39876In 69.4 458 400 57.8 455 61.7 392 49.6 468 W.1 305 43A 456 46.6 178 38.8 450 44,6 373 34.7 458 41,6 368 28.9 456 37.7 382 24.6 458 38,0 350 21.7 458 35.7 358 � J7001 842 435 Sgt 53.6 435 56.8 373 45.9 435 49.8 368 40.1 435 44.7 350 35.7 436 400 355 SZ! 433 3&1 351 26.8 435 343 34d 22.9 435 32.8 341 20.1 435 32.2 340 I"-� � r' .�-- 90in 0.8 321 43.1 280 34.8 327 36.4 265 20,0 327 11.8 280 26.1 327 28.3 275 232 327 25.7 271 20.9 327 23.7 288 i7A 327 21.9 262 14.9 327 Ig.1 256 2 'Q O! O 851n 313 287 15.4 157 28.7 287 29.9 252 24.8 287 28.0 24@ 21.5 267 23.1 244 19.1 261 20.9 240 17.2 287 18.3 237 14.4 2B7 18.9 212 Q M Z .O 1. a 105 to 242 227 24.1 20.2 227 208 201 27,3 227 18.0 196 15.1 227 48.0 195 N x o ,$ III In 22,3 215 227 18.6 215 19.1 191 15.0 215 16x6 $08 tri W 1201n 17.6 194 17.9 to TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: An hor CaDec1tv Table Ibn ANCNORCAI$.,,,,,,,, 5ubsimto: 2,74 COMM. 3.5k Cane. Hoilow CMU Fated CMU PTWaad Mekt (DP")X{ }=ANCHORCAP. 5/18`Eko 114'S9 Eko 6716'Eko 114•SS Eko tl10 Sleet 812 Steel 612 SIM MULLION CAP,_,_) AP,_,_ Mctar Typo: 1116'Eko ut0acon V4'Eko Uluacan 371@`Eko NBecon V4•Eko Ullrecm A9graGOW letwoo Aggreomw saes(GS)Scm•7(GS) S<rev(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorClip Paftem6 lntrasan Edge Ohlance 0n); t• 2.11• 1• 201' Y1le• 1' 2-11' t' 2.12• 2" &I18' 2' 0.48• o,S4' 0.3241 CAPACITY REQUIRED'CORRESPONDING TO AN Embecmentpnk (aro' t4k' 1-314• 1-37r I taro' tato` 1-1J4• 1 1.174- :ala' :ars' 2• taw t-Sr6• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclkls®4.75•Min.O.C.l Standard w OOsel 00(Fig.11' 3001bs 3901b$ 4501bs 890Ibs 10441D3 270 IW 2801bs 354IW 740 ks 374 Its 664 lbs 246 ft 3411bs 4421Ds 6001ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4A=hM@1.16•een.a.C.tSlandard(woasal)Cnp(Fig.2T 484 ms 700 HIS WA WA WA WA 380 IDs Wq WA WA WAWA 602 its gssl� tt2oms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®3'MIT O.C.1(2)215 Angie Clip$I(Fig.3): 760 @5 7601bs 680 ft1560Ins 1696Ibs 5101Da 560 Ina WA 760 Inn 748 Ina 8801b$ 16B21bs 682 Ina W5 Inn 1120lba MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AmIW$0 Q-W Min.0.C.7 Uoip.1.10 A2V Atum.(F4g.4y WA WA WA WA WA WA WA WA WA WA to WA WA WA 715146 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Andro7/FCIip(Fg,5y 1951hs 196Ibs 225 @s 4451bs 622 Lbs 135 lba 140185 177 ibs S701bs 197Iba 332166 473Ibs 1I0IDs 221 Ihs 2B0IDs ADDITIONAL ANCHOR OPTIONS FROM THE 2 McMrs 611.16'Mfn.O.CJ F421p(Fq.B): 241 3501Ds WA WA WA WA 7841be WA WA WA WA WA 3411bs 442 tbs NO In. ANCHOR CAPACITY TABLE, 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. ODUCf R13VISED wmplytng with III*FW& Building Onde FIGURE 1: FIGURE 2: o4epbtroNodDam 2 TABLE NOTES: r'- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 11i�Product Control "> SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111!!1 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0 1 LYNhJd1���i��f 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2150' `�4��,•'•v>CENg�-'•.,FP i� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 '• No.50705 '�t ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375" '0 . -•tt)�Flk- LEAST.125* FIGURE 4: FIGURE 5: FIGURE 0: CONCRETE BLOGK UNl7(CMU)SHAH CONFORM TO ASTM G80.WOOD SHAH SE PRESSURE-TREATEp YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 ANp BE A MINIMUM OF.125 THICK.STEEL STUDS TO BE A MIN)MUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT FLORIOp-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 4`X 2.75•X.375'MULLION %4<' '•. .... \G THE MATERIAL.N10&412 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. !rs/ONAU E��.�' A.LYNN/h41LLER,P.E. FL P,E.#58705 TABLE 4A ®fig MuiiCon Ca ac TabtP(bsAt' " 8n�� � OponingYYfdth(for varticsly-spard mullions)orOpeningHefght(forFnrzarltelysparrlrpmltorCs) �;&,g 581n 6011 70 in BO to 8611 1001n 1201. 1491. t60 to O 1X276% ReclnnOulr TreP17111 g. RecOngular Tmp/Tdanp, Reelan9-1r Teprrda". Reclanod 7,q/Trlang. Reclmguler TreptTdwp. Roola"dsr Tm;dTdn". Reclan9ufar TrWnlarg. Reclerod Traprilft, Raclmigulu TraWdong. Coating Loafing La1d" Landing Loadng Load" Loafing Loafing Loading Load" Load" Loafing Loading Load" Laadng Canting Coating Coodng 114 w .660 Alum. u TubaaA' a v a � Tm s..,111 z' 'a.. a,. .. .. •' A' ., 6' Mullion >4 gilg b �� g � G �g a oa u u u u u u uu u u u u u u u v v u o "- h.� a t; 5 b g. s �, & h� a I sN 0 s g yrrf $� �� to $o�o�m � a � � �x d� $a �rc a� �& $ �g is d a� 121. 170.01 820 1 170.0 435 170.0 741 110,0 176 170.0 860 170,0 508 170.0 902 170.0 518 170.0 1110 170.0 521 170.0 1240 170.0 $21 170.0 1488 170.0 621 158.7 1820 170,0 521 138.8 1820 170.0 521 W 180 170.0 708 fl0.0 52d 170.0 850 170.0 584 170.0 992 110A 630 170.0 1133 170.0 601 1170.0 1275 170.0 977 170.0 1477 110.0 080 141.7 1417 170.0 680 121.5 1417 fM0 860 1002 1417 170.0 660 2 50.625 In INA 747 170.0 563 170.0 BBB 170.0 631 170.0 7048 170. 684 170.0 1195 170.0 723 1626 1286 170A 747 748,3 1288 170.0 758 121.8 1288 170.0 756 104$ 1286 170.0 768 91.4 1288 170.0 756 N O o Q 5411 170.0 7W 170.0 612 170,0 058 170,0 691 570.0 1110 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 637 120.6 1130 170.0 656 100.5 1130 170.0 861 86.1 1130 170,0 861 76,3 1130 170.0 881 W O F M win 176.0 885 570.0 781 118.5 013 782.3 781 125.5 915 ti4.S 746 t09A 015 1323 735 97.6 off t23.9 728 s7. o55 Ite.5 72o 73.2 915 114.4 715 e2.8 955 714A 715 54.9 815 1114.4 71S r� 6311 151.8 830 161.9 710 126.5 870 13@A 604 105.5 fl30 1232 881 &.9 830 1122 870 @4.4 839 104.0 W2 75. 830 99.4 656 03.3 830 94.6 648 54.2 830 94.1 840 47.4 830 94.1 649 ti p Ta 8811 1321 757 140.0 850 110.0 757 t19A 830 81.3 757 105.0 821 825 757 90.1 814 73.4 757 89,1 600 89.0 757 e4.2 600 55.0 757 70.0 583 17.2 757 78,2 591 11.3 767 78.2 591 z j 727. 101.7 638 166.6 S52 84.@ 836 gl.0 546 7S.T Of SO.t 530 63.5 836 72.2 521 56.5 836 88,5 554 50.9 838 823 508 42.4 839 57.2 500 30.3 638 55,3 487 3t.e 838 $5.2 497 75 7811 88.5 571 80.4 498 72.1 511 78.8 488 B 571 67.4 479 $4.1 671 80.0 471 48.0 571 55,6 184 43,2 571 51.5 4S8 38A 57] 47.0 451 39.0 571 44.6 147 27.0 571 M.5 418 .•,I Z Q r 7811 60.0 S42 83.4 474 86.7 512 70,8 465 57,1 542 82,1 158 50.0 312 55.7 419 44.4 542 1 51.0 442 10.0 S42 47.5 437 33.3 542 42.8 420 28A 512 40,8 125 25.0 542 40.1 423 O 861. 52.1 407 63.7 381 43.4 407 45.4 355 312 107 39.8 348 1 32,6 407 35,3 343 28,8 407 321 338 28A 407 29.8 334 21.7 ;07 28.1 327 78.8 107 21.1 322 16.3 407 23.0 319 Q t00 981. 42A 358 44.1 320 35.8 358 37.2 314 30.7 358 32.1 300 2@.6 3S8 28.8 301 23.6 358 28,1 300 21.5 350 24,0 286 17.8 35a 21.0 289 15.3 358 19.2 264 X O 8 7081. 30.1 283 30,5 255 25.1 203 25A 251 21.5 283 22.5 247 18.8 203 ill 2M 16.7 283 18,0 240 15.1 283 16.5 237 N � 1110 27.8 287 28.3 242 23.1 287 23.11 238 19.8 287 20.6 235 17.3 287 111.3 231 tS.l 287 SB.S 228 CL' N 1201. 22.0 228 223 209 111.3 220 16.8 205 15.7 220 10.2 202 hr ¢ O TABLE 0.B ANCHOR CAPACITY ADJUSTMENT FORMULA: O,gr Z U N Anchor Ca ae Table lbs a m0 s0 Sulmimle: 217K Commlo 3.5k Coro. Hollaw GlU ANCHOR CAP.,„.,,, -fi '� tY SOQ' 79461b. PT Woad Metal (DP„c)X )= CAP_ 5116-Ek. 714'38Eka Stf6'Eko 010Skei 0t29toet k723fael MULLIONCAP.,,,,, _ Anchor Clip Patterns Anchor type: 3150 Elco UtSaaon 114'Eko Uitraaan UlIncan 3tt8'Eko UlUacan itd'Eko tA58apl Ag9mGetor L10*n Scw(05)Samp5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge CisW-e 0o): 1' 2.112• !' 2-1¢' 3.1/8' 1• 2.117 1' 2.12• 2' 3.118' 0.48• 0.54• 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Ont t-3/d' 1.314• t-0i/` ta/4' T tdf4' 1-tq` 1.114• 1.114• t-IA1-114• 1,978' 1.4/8' lodes ACTUAL PRESSURE REQUIREMENT FOR THE, 2Analars@4.75'MIn.O.C./Standard ar Oftel alp{Fg.t): 39003 390lbs 4501bs 89010- 184410, 276 lbs 260133 354 lbs T40 lb, 3141b 664 ros Al1ba 44216- -0-lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4A.aftas@t,lS Min O.C./Stendard(or08set)Crq(Fg,2}: 48003 70oms WA WA WA WA 3801bs WA WA WA WA WA 062163 8831 --1-1-20-lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors®3•Mln.O.C.1(2)2s5Amle Cops/fFy.3), 78003 780@s 680114 156016- 18WIW 540 lb, 560 lbs wA 7so 0s 74e 16- eao ros rsaz ros bet lbs &e as 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 11:2Anctwis 0.45•M'm.O.C.1 UC11p,Into.125•Alum,(Fig 4T WA WA WA WA WA WA NIA WA WA WA WA WA WA 715 ros CAPACITY WHICH MAY BE USED TO QUALIFY t Anc I F430p(Fla,5): 195 NO 185133 223Ibs 44603 022133 13513- 14U We 177 lbs 3700s IN[be 332lbs 473 lbs TIO lbs 22103 28013- ADDITIONAL ANCHOR OPTIONS FROM THE 2Anahors a 7./5'MIn.O.Gl FLttp IPO.CV 246103 350103 WA WA WA WA 190 ibo WA WA WA WA WA 34703 442iM SBO ibs ANCHOR CAPACITY TABLE. RODUCI NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'RBV/S8D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u dt�ag4 theplortda FcoeAtmtco No FIGURE is • FIGURE 2: _ • TABLE NOTES., --i 1.000• r /. � a1c f�atlo 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. and ado Prodnp CBnttol 1j5 111111111177 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING W@TH51S ALLOWABLE, ` FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' •'�iGENgfi '•.�`¢ r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, ` • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 ANGLE CLIP MUST 8E USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED650' FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OF.125' ;�a••. ^'z� �s:•�ti THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),.STRUCTURAL STEEL TO BE AT ), S ATE 4' LEAST.125"THICK ANDA36.ALLANCHOR$INTOMETALSHALLE7(TENDATLEAST3SCREWTHREADSBEYOND 1'X 2.75'X.650"MULLION '••FLORIOP,.•' \•�� I I I I !7 I --I� THE MATERIAL.#10&Al2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '�;SS,p).yL i� A.LYNN ILL P.E. FL P.E.#68705 TABLE 5A In w MuIllon guEacity Table,Iballe pp9ningYYldth(forveNcalyspemi �ght(f 1s dliom) �1 x4 501H 6013 TON Ed to A 120 to 14013 180tH m LLO Rectangular Trap^Marg. Rectangular -.tiReclengaler Dap/Tdenp. Rectanguar TmpMang. ar Tmp/Tdang. Rectangular TrWTO-0. Reclergdar Trap/roang. Roclengulet TeoprIld 9. �4 'c Caadng loodng Lcadng Loadmg (nadng Laadng Loadag Loading Loadw Load.0 Lcadog feadmg Loading Loft Loafing Loadng Loadog fito-x v c1l ij� � �`._ � � �' •a �.. �' ate.. �s z � fit' �.. � � � �'.. 2: r � � � a rt 10) LU r 21 a I In 170.0 820 170.0 435 170,p 711 170.0 /78 170,0 888 170.0 508 170.0 892 170.0 510 f 170.0 1488 170.0 521 170.0 1735 170.0 521 1548 1802 170.0 521 J W 178.4 708 170.0 524 174.4 850 770.0 SBd 110.0 092 174.0 630 110.0 1133 170.0 881 7d 1577 170.0 880 135.5 5577 170.0 884 118.2 1577 170.0 $80 _ 50.62513 TO 170.0 563 170.0 898 170,0 831 170.0 1048 1708 884 1708 1185 170.0 723 170.0 1345 170.0 747 170.0 1404 T99,7010 141.7 11&4 110.0 750 121.5 1185 170.0 750 108.3 1485 170.0 750 W U) 541- 170.0 612 170.0 OSB 170.0 Bgi 170.0 1118 1700 754 1700 1275 170.0 803 18a-1 1401 170.0 837 149.5 1401 124.6 1401 170.0 881 108.8 1401 170.0 881 03.4 1101 170.0 881 03 M80 in 170.0 701 170.0 706:3 1700 787 1585 1758l7O,0 678 138,7 1156 167.0 928 123.3 1156 158.6 St7 111.0 1150 02,5 1156 144.5 903 70.3 1160 144.5 903 60.4 1156 144.5 903 (- �6J in 170.0 745 150.6 1018 170.0 050 137,0 1049 165.5 080 118.8 1018 411.7 846 108.5 1049 132.0 Bag 95.0 1048 70.8 ID49 119.3 620 68.6 1049 118.8 BIB 59.0 1010 118.8 819 L �17y3 768U 1888 055 170�.. .3i.O' 151.3 804 110.1 055 133.7 786 1012 955 1214 775 82.6 955 112.0 785 838 955 89.5 BSS 90.6 749 69.0 955 98.7 746 52.1 955 983 746 Z �72 to 1?B.S 893734 11{.B 882 91.6 803 141.1 670 00.3 003 912 858 71.4 803 83,0 649 84.2 803 53.5 803 72.2 632 45.9 843 818 828 40.1 803 8'8.7 827 � 0.P 701n iD92 721 114 97.0 618 78.0 721 aS.1 005 88.3 721 76.5 595 887 721 70.1 580 54.0 721 85.1 579 45.5 721 50.4 589 39.0 721 58.0 584 34,1 721 56.1 503 J -I KZ 4 r 7613 1018 604 105.4 598 64.2 604 B9,i 587 72.2 884 788 5]6 63.1 064 708 567 08.1 884 81.4 SSB 50.5 084 see 551 42.1 684 54.1 541 38,1 684 51.3 636 31.8 684 50.6 534 90 to 85,6 514 67.9 4FW 54,8 514 57.3 448 47.4 51; 50.4 MO 41.1 514 M,8 433 38.5 614 J40.5427 US $14 37.3 421 27.4 514 338 442 23,5 514 30.4 468 20.6 $14 208 403 Q tt) Z54.2 452 55.7 404 45.2 152 47.0 388 38,7 452 40.8 380 33,0 152 38.1 304 30.1 452 78 27.1 452 30.3 373 22.8 452 28,6 385 IBA 452 212 359 16,11 452 22.6 355a357 36.0 322 31,7 357 32.7 317 27.2 357 28.4 312 23.8 357 252 308 21,1 357 03 ISS 357 20.8 289 15.9 357 78.0 203 13.8 367 10.2 28735.} 338 35,6 308 29.2 330 30.1 361 25.0 330 28.1 298 21.9 378 23! x92 19.6 338 86 17,5 338 1118 284 74.6 338 16.5 278 12.5 330 148 273 114 330 138 268 a120TH 27.7 289 282 28717,] 288 10.1 252 15.4 260 49 13.8 289 14.0 248 11.8 289 12.8 210 B.B 288 118 230 B.7 288 10.4 232 U �{ Q TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q-8 2 013 N AhehorCa act Table ibe �_ ANCHOR CAP.,,•,,,,,,, Su6nVaie 2.7k Corcrete 35k cwt, HOWN CtAU FC c"u PTWOW 1,laei (UP )X( )=ANCHOR CAP.•„ -3 ' r-Efto MULLIONCAP. ,,,, Antaar Typo 31S•Efto Unman IWEk0Ult2[on 3(t6•Eft4 U3rsm f74•Eicouamcon V4•SS Eke StfE EtcO ll4•SS EIco 010 Steel 1H2Stee1 pt2 Steel AnehorClip Petteme Ulimcw AggreGalor Umem Agg;acator Scraw(G5)Screw(G5) Strew(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ettgegslaae 037 r 2•vr r z•uz afra r 2-v2' f• alrr r 3178• r o.48• 0.54• o.324• CAPACITY REQUIRED"CORRESPONDING TO AN _ EmEe+fieni n 1.37a^_ f.3rd• 13/4• 13'4' 2• 1-t(4• 1.4' 144 1.174• 1-ip' 1-1/4' r iia• 1a•8• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anelrors Troad or ousel 0200.I) 390 los SBO IDS 450 ft Boo lbs 164410s 2741os 280 The I 354 ms ate 37 s 6641Q8 0t6k8 341 IDI /4z vs 5so lea OPENING,WHEN IT IS LOWER THAN THE MULLION _ 1 CAPACITY(FROM THE TABLE)OF THE SELECTED 7111A MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AatD1 QOA5M&m O.C./UCnp,tnto,l2SAIUM.(Fig 47 7t/A TVA N/A tUA 1118 IVA 7418 TVA tIlA 1418 1418 1418 MA t0739a CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArctorfFCDpOg 5y 1951Ds 1081_ 225Ias 4451[81351bs 140 Its y771Da 370Ies 1B71bs 332IQs 473 n8 170Ns 2x1 los 2801ns ADDITIONAL ANCHOR OPTIONS FROM THE 2AnttDts(,g t.ib'Gun O.C1 FCS(Flg 8 x4018: 354 pi 1118 1418 111A 1031os 1718 1418 MIA IYA WA 3118HI 442 Ds 550 ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRonucrREVASED aAd gryt�theP7arida FIGURE 1: FIGURE 2: TABLE NOTES: ``.. Dare .. • , 1)SEE SHEET!FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ! I 4 / SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - amI ada Pradu4+Co11tr0t 11111111/11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 1S ALLOWABLE FIGURE 3: 3.125" �p1Y LYNIV tijj� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 4�i��. -410Etds '•.�ccp HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� NO.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •5• 14---- 2-•-..sem CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - 0 cf 'O t2; FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 A l Y 15 141- THICK. (1= S ATE F � THICK.5TEELSTUDSTOBEAMINIMUMGR,4pE33AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1`X 3.125'X.5•MULLION ;C��'•, .��� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) ~;f�� •,!�<OR.... ® THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �/S/ANAL �r`�• A.LYiltlitlLLt`I2,P.E. FL P.E.#58705 •%ii�. '�>y., +:.�. `iy,�:. w.F. �`'1:. �.i„ �Y TABLE 6A Mullion Capacity Table(lbslea) Opening Width(for varticaly-sparririg mullions)or Op ening Height(for hodzontallyspanting mullions) 501n 601n 701n 80 in 00In 1001. 1 1201. 1401n 160 In �Z O Rectangular TrapRdang. Recleigular TrepRdong. Reelengular Trep7Tdesg. Reclen9d.1 Traplldang. Ralangular Trepllllang. Reelengdar D. dwil. Rectangular MWIdang. Reetenoaer Trep7dang. Rectangular Tap7Tdang. a a 1It 4 X.126 loading Loafing Loadna Loading Loafing Loading Loafing Loafing Laadbg LeSdm Loading Loafing loadnB Iwadng Loafing Loafing Loadne Loading $ir Z V Alum.Tuba F 1.13 .£,. P '.. .. F '� ',. '.. '.. ',. '.. '.. € .F ,� €... F € '� F .� Lo LL Ion 8 9 6 � b� fib� $ fi$ fib� g�' Y . fi� g .fid b.G �' � 15m� � AIS IIS. �� �� � I� 11 , � �� � �� �� �I � �� �� � �� �$ Z �a W 421n 170.0 820 170.0 435 170.01 744 170A 478 170.0 868 170.0 600 170.0 992 170.0 510 170.0 Ilia 170.0 521 170.0 1240 :170.0 $21 170.0 1408 170.0 521 145.6 1489 170.0 521 127.8 1460 170.0 521 J W 481n 170.0 706 170.0 524 170.0 650 170.0 684 170.0 002 170,0 630 170.0 1133 170.0 681 170.0 1276 170.0 677 158.3 1303 170.0 880 130.3 1303 170.0 680 111.7 1303 170.0 880 97.7 1303 170.0 680 60.4525 In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1045 170.0 684 170.0 1185 170.0 723 166.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.1 1235 170.0 756 87.8 1235 170.0 756 W 'O o O 641. 170.0 797 170.0 612 170,0 958 170.0 691 170.0 1116 170.0 764 154.4 1168 170.0 803 137.2 1155 170.0 837 123.5 1158 170.0 850 102.8 1168 170.0 861 88.2 1156 170.0 861 772 1168 170.0 681 m O F M 601n 170.0 585 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 032 125.1 1042 146.7 815 111.2 1042 136.0 801 100.0 1042 130.2 791 83A 1042 125.1 782 71.5 1012 125.1 782 62.5 1612 125.1 782 0 to J 631n 170.0 030 170.0 745 151.2 902 163.6 616 128.6 992 144.4 703 113.4 992 131.0 782 100.6 992 121.4 766 90.7 982 114.5 768 75.6 BB2 106.4 745 64.6 892 108.0 744 56.7 992 108.0 744 qqq 661. 166.4 817 170.0 788 137.8 917 140,0 786 118.1 e17 130.3 766 107.4 BI7 117.7 752 91.8 847 108.7 776 62.7 817 102.2 727 86.9 947 95.1 717 59.1 847 04.0 711 51.7 817 91.0 711 Z g mc 72In 135.9 819 N27 777 1132 649 121A 722 87.0 619 106.9 708 61.9 649 BBA 696 75.5 e49 88.7 686 6l.B 649 627 675 56.8 619 75.3 659 {8.5 BIB 72.8 652 42.5 018 RA 651 d 'j 761. 116.5 762 120.7 665 96.3k4781 652 82.6 762 90.0 610 72.2 762 BO.B 628 64.2 762 74.2 820 67.9 762 69.2 613 48.1 762 62.8 602 44.7 762 59.8 597 36.1 762 59.1 595 Q o:a 3 f 701. 108.9 724 111.4 874 89.0 621 T6.J 721 82.9 809 88.8 724 71A 698 SB./ 72{ 86.1 691 63.! 721 fi3.4 583 4l.5 724 57.3 573 38.2 724 54.3 567 33A 724 57.5 565 F- J Q 07 p 901. 69.8 S{3 71.8 193 68.0 474 49.7 643 62.0 466 13.5 643 17.1 168 38.8 693 42.8 452 34.8 643 39.6 148 29.0 513 34.8 476 21.8 643 321 130 21.7 643 30.7 428 Q � N OD 961n 57.3 478 68.8 427 47.8 119 40.9 478 43.2 112 75.8 176 38.5 40631.6470 34.6 400 28.7 478 32.0 305 23.8 478 28.1 388 20, 178 25.8 360 17.9 {76 242 376 N108 In l0.3 377 11.1 341 33.5 335 28.6 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 317 22.0 317 18.6 377 19.0 310 14.4 377 17.1 301 LU 111In 77.1 357 37.8 323 70.9 318 26.5 357 27.6 313 23,2 357 24A 309 20.6 351 22.0 305 18.5 351 20.1 701 15.1 757 17.4 291 lY X V 1201. 28.3 308 20.8 270 24.5 300 25.1 274 21.0 306 21.7 270 16.3 306 19.2 2611-11-3-. 308 17.3 267 (� x Q O (] 144 @ 17.0 212 172 196 n Z A0 Q TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: An ch or Capacity Table Ibs ANCHOR CAP.,,•,,.-. - subalraIe: 23k Comrete 3.5k Caw. HoeavCMU Filed CAfU PTWaoa Melei (DFk,)X( )=ANCHOR CAP.,,, 5118'Eko 114•SS Eko 5118'Elco 1/4'SS Eka 010 Steel Mated Mated MULLION CAP.,,e,,,.,a Anchor Clip Patterns Anchor Type 311V Eko U1lmcon 114•Eke UIVecan Ulan 3116'Elco UlOxon 114'Eko Uklocal Agg.09ta Ultiacon Agg,.G.Ior Screw(G5)Sae.(G5) Sae.(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gslame Vint r zan• r a1n• 3-1/8• r 241r r 2-1rz• 2' 3-ve• z• 0.46• 0.54• 0.324• CAPACITY REQUIRED'.CORRESPONDING TO AN Embedment(inY talo- 1.14' talo' 1-314' 2' 1-1/4• 1-1/4- 1-114' 1.114' 1414• 1414• r W/6' taro' lades ACT UAL PRESSURE REQUIREMENTFOR THE 2 AncMrs®4.75'A11n.O.G/SlandaN aOlfsel Crro(Fig.162Y 390 IDS 790 @s 4501; 8901; 16441; 270bs 2801; 354@. 7401; 3741b4 664M 9461; 3411; 442lbs WIS. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25'Min.o.0.I SteMerd(oromet)Cup IFg.3): 7o01b. 700155 560 @s 1410[be 952 IDS WA 5601; WA 630 IDS WA NO IDS NIA 682 i; 885E +120 t; CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amhore®1.15-A11n.O.C./Stendend(W011set)CUP(FV.4Y 9601; 1400 IDS WA WA WA NIA 7601; WA WA WA WA WA 13831; 1770 f; 22401; MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amh..®X Min.O.C.1(2)2s5Anglapips I(Fq.5): 7801; 780IDS 680E 15601b5 1606 IDS 540 IDS 5801; WA 760 i; 748 IDS 88015. 189210. 6821; 8851bs 11201bs CAPACITY WHICH MAYBE USED TO QUALIFY 6Arwtwre®3•Mia O.C./R)2a6ArgI.Gips/(FI9.8): 117JA 11701be 102015. 23901; 28441; Mom 8401bs WA 11401m Ii bs 1320@. 263a IDS 102210. 1327165 16801os ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchore 4D 0.45'A11n.O.C./U471p,Into.115•Alum.(Pig.7Y WA WA WA WA WA WA WA WA WA WA WA WA NIA 1130@s AN CHORCAPACITI'TABLE. PRODUCI'REVISBD 2Anchon®221'Min.O.C7 F471p ffq•BY 353501; 2E 7051; 478@. WA 280IDS WA 315@s WA 440163 WA 3411ba 442104 5601bs Bun�� 1115 MIo7{daJJ''11�74Aiwlws e 1.15'Min.O.0/F4 ptFlp.9): 487001; fA WA WA NIA 7801bs WA WA WA WA WA 682Ibs 88515. 11201AS --I 1.000' f-- Amplanco NO •6J.1t NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AgN By TABLE NOTES: Aland Dade Product Control FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE '\01111111/1 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �\�ON( LINIV A4/ee'�i/' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��1,•''V\CENSE '-...gyp • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' ;• No.56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'•�' `))cc : • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Q'.• 8 fATE `J;'��� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLBE PRESSURE-TREATED YELLOW .125 MI SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL AND A36 ASTUDS To BL ANCHORSE A MNTO METAL SHAGRADE 33 LL EXTEND AT LEAST 345"THICK(18 ).STRUCTURAL STEELTO BE AT LEAST.125'SCREW THREADS BEYOND THE MATERIAL#10&ICK �lO/NAI,tE\\�� ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS. 7•X 4•X.125' A.LYNN fvIUL R,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A ® n Mullion Capacity Table(lbs/0) 5 Opening Width(for venUCelly-sparring mulions)or Opening Height(for horlfadally-spartlting MUflons) 601. BO In 701. BO In 901n lob 1. 1201n 1401n 100 in x_ddSS O Reclanaw TraplTdang. [Ret,ngular Traprfdarg. Rectangular TrWTdanU. Rulargular TrapRdeng. Raclenguler Trapn'derg. Reclanguiar TmplTdenO• Reclan8uier hapRdang. Rootaneldar Treplalarg. Root quiet Treprnlang. 54 1 x 4 x.376 Loedn9 Loadn9ding L_61n9 I.... Loedng Loadng Loadng Loading Loading Loading Loading Loading LmdnB Loading Loading Loa no Loading 6= 2 Alum,Tube L . D �^ L• D '� � g A 2• F �` � uF � � D A A t• .1 cMulliongao 421n 170.0 620 170.0 435 744 170.0 478 170.0 608 170.0 506 170.0 992 170.0 618 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521Jw481n 170.0 708 170.0 524 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 080 170.0 1700 170.0 680 170.0 1963 170.0 680 151.8 2024 170.0 680 50.625 In 170.0 747 170.0 663 170.0 098 170.0 031 170,01040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 158.0 1919 170.0 750 t36.5 1918 170.0 756 2 a$ 0 541n iTO.D 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.8 1799 170.0 081 137.1 1799 170.0 881 120.0 1799 170,0 881 m 0 O M 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 676 170.0 1417 170.0 944 170.0 1594 170.0 go% 155.5 1619 170.0 1033 129.6 1619 170.0 IOW 111.0 1619 170.0 1063 97.2 1618 110.0 1063 F=.. J W N 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1480 170.0 1016 156.7 1542 170.0 1075 141.0 1642 170.0 1122 117.5 1642 188.5 1158 100.7 1542 157.9 1167 68.1 1042 167.9 1157 j s 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 1080 142.8 1472 168.6 1118 128.5 1472 155.8 1130 107.1 1472 147.6 1106 91.0 1472 146.0 1104 80.7 1472 148.0 1104 Z i 721n 170.0 1068 170.0 870 170.0 1275 170.0 1009 150.8 1720 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.6 1066 105.6 1320 128.8 1049 88.0 1720 117.0 1024 75.4 1320 112A 1017 08.0 1320 112.5 1012 ? W aa2L w 76N 170.0 1122 170.0 837 149.6 1184 159.4 1013 128.2 1184 130.9 994 112.2 1184 125.7 978 08.7 1181 116.3 994 09.8 1184 107.5 952 74.0 1181 07.8 935 61.1 1194 97.1 927 56.1 1184 92.3 025 J f/)sZ 78 In 168.1 1124 170.0 987 138A 1124 147.0 865 118.8 1124 126.8 947 168.6 1124 115.6 871 02.3 1124 105.8 918 67.0 1124 98.5 900 69.2 1124 89.0 090 59.7 1124 84.3 681 51.9 1124 87.2 978 Q J •- r 1- J 901. 108.1 844 111.5 750 90.1 644 94.3 736 77.2 844 82.1 724 67.0 544 73.3 712 60.1 844 66.5 702 64.0 844 61.4 693 45.0 844 54.2 678 36.6 844 60.0 688 33.8 644 47.7 662 Q 2 Z N 961. 89.1 742 91.5 663 74.2 742 77.2 652 68.6 742 67.2 641 55.7 742 59.6 681 49.6 742 64.1 622 44.5 742 49.8 614 37.1 742 43.6 690 31.6 742 39.8 590 27.8 742 37.5 581 r- ap v� 100 in 82.8 568 68.9 530 52.1 560 63.6 521 44.7 666 46.6 513 39.1 580 41.4 605 34.8 588 37.3 498 31.3 586 34.2 492 28.1 566 29.6 461 22.3 586 2e.8 472 10.5 500 24.7 468 (n M S 111 N 57.6 555 58.8 603 18.0 555 19.5 195 41.2 665 42.0 487 38.0 555 35.0 460 32.0 556 34.2 477 26.6 655 71.3 487 24.0 535 27.1 457 20.8 555 2{.J 448 10.0 555 71.4 442 Of It X Y Y 1201n 45.6 476 46.4 433 38.0 475 39.0 426 32.6 476 33.7 420 28.5 475 28.11 114 25.7 d15 28.8 409 228 475 24.5 404 19.0 475 21.1 395 16.3 475 18.7 787 1/.3 476 17.2 381 U x Q 01-R O 1441n 26.4 330 26.7 305 22.0 330 22.4 301 18.0 330 18.7 287 166 330 17.0 283 d � Z TABLE 7B ' �m� ANCHOR CAPACITY ADJUSTMENT FORMULA: z Anchor Co aci Table be ANCHOR CAP.,,a,,,,, o rn o�d•� Subslrele: 2.7k Coronale 3.5k Coro. Hdlow CMU Filled CMU PT Wood Metal (DP_)X( )=ANCHOR CAP.,,, Sig'Eko 114'8S Eka 5116'Elco 114.69 Elco #10 Steel 012 Steel #12 Sted MULLION AnehorCllpPaltema Anchor Type: 3116'Eko U11mcon I.-Ek.--un 91B'ElcoUluxon 714'EkoUluecen Ul9aeon Aggrccolor 1f*Me AOBreGator Screw(G6)Screw(as) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Olalance(in): 1' J70DIbs 1• 2-W" 3-118' 1' 24W 1' 2.lrY 2• 3.178- 2- 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Mk 1.94' t-/4' 1.34• 7 1414' 1-114- 1-114• 1.174' 1414• 1-114• 2' 1-78' 17)6• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors@4.75-MN.O.C.!Standard or Offset Clip(FID.182): 3901bs 450 Ib. sea 1M 1644 lbs 2701us 28D lb. 354 1b, 74016, 374[be 6641b3 948160 16521b. 44210, 569160 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arwhols @ 2.25 Min.0.C.I Standard(or Offset)Clip(Fig.3): 700!be SBO Ibs 1410lbs 95210, WA 56016, WA 630 lbs WA B801bs WA W51bc 71201be CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Ahm@1.15-Min.O.C.I Standard(or offset)C6p(Fig.41 968 Ibs WA WA WA WA 7601be WA WA WA WA WA 17701bs 224016, MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amhors@3•MimO.C./(2)2x5ArlgloOipsl(Fig.51 780 ms 6801bs 15601bs189616, 54010, 66816, WA 76016, 746172 8801be 18921be 685T 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY O Amtws 93'Min.O.C.1(2)2x5Argle Clips I(Fl9,6): 117010, 10201be 2340 ros 2844 roe 6101bs 840Ihe WA 1140110 i1221bs 132016, 28381he 1327 iW 168olbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 AnchorsQ0.45'Min.O.C.I U alp,Inlo.125'Alum.(Fig.7): WA WA NIA WA WA WA WA WA WA WA WA NIA 143010., ANCHOR CAPACITY TABLE. RO1ri1CfRBVISHD 2Anaham92.25'Min.o.Ol F•Clip(FIg.87 3501bs 29(0 lbs 7051bs 478 lbs NIA 2801bs WA 3151bs WA 44D Ibs WA 442 lbs 560!Its aOAy117(Og 1YRb� � 4 Anchors 9 LIS-Min.O.CJ FClip(Fig•9): 4801bs 7001b, WA WA WA WA 38016, WA WA WA WA N/A 68516, 1120 the u0d100 CbdC / axpienro No 4 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.062' f` -� 1-000' TABLE NOTES: Aiami ade Product Comroi 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. \\7((III 1171 VJV 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\,'"0\%%0 ��,O1 • • • • • • • • • • 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 4.000" 4.000' No.50705 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE ;O 7ATE F 7f/� PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE ;��( .,�LORIOP.•''G\��� • • 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375' .376' THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS '77,��NAI. ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. - INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' t'X 4'X.375- q,LYNN wiL ',P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705 TABLE 8At; Aryp Mullion Capacity Table IbsW ��RR Opening Width(for wrtlrallyspamtng mullions)or Opening Height(for horl2pnteny-spsnnlng mulions) SO In 50H 701n 50in 901n 100 in 120 In t101n 1601n 3#3�_ p 1.26"x ReclangWar lkq/M n8• Reclanydar TmprTtlang. Rodanguler TraplT"I g. Rectangular TreplTdeng. RectangWar Trop/711ang. Realengular UplTfang. Rmtalguler TrepRdeng. RectangWar Trapridang. Recteng64r Trop/Taang. C 44: Loadng Loading Loadng LoaNn9 Leadng Lcadng Loadrg Loafing Loaaut9 Loafing Loafing Loafing Loading Loadng L-Eng Loafing LoadnB Loadn9 s2 g V 3.188"x -yg- yy yp $• GD ay gL' !_' -yg• E' !u .F .F �' �' P Tube ull �ggB �gH c9 3 B 8 c9 8 s3` S S c7 c9 d 8` c9 3 3 8 9 8 3 c4 s9 c9 d` S 8 8 a b 8` 113 § 6 6 s §� b• §§y� s� � b s §� §� b a 5@ {aL. § a g a� § 6E 0 1(-A 421n 170.0 820 170.0 435 170.0 744 170.0 Ila 170.0 868 170.0 1 506 170.0 992 170.0 519 170.0 1118 170.0 52t 170.0 1240 170.0 521 170.0 14se 170.0 521 170.0 1735 170.0 521 151.6 1760 170.0 521LU J W IB In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 880 154.8 1548 170.0 680 132.7 1548 170.0 680 118.1 1548 170.0 680 50.825 in 170.0 747 170.0 563 170.1) 696 170.0 631 170.0 1048 17D.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1488 170.0 756 139.2 1468 170.0 750 119.3 1468 170.0 756 104.4 1468 170.0 756 W o 641n 170.0 797 170.0 612 t70.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 163.1 1376 170.0 837 146.8 1376 170.0 856 177.3 1376 170.0 861 104.8 1378 170.0 661 91.7 1378 170.0 861 C M I-- 601n 170.0 885 170.0 701 170.0 1063 170.13 797 158.9 1156 170.0 878 139.0 1158 167A 930 123.6 1158 158.6 919 111.2 1156 150.0 912 92.7 1158 144.8 905 79A 1158 144.8 905 69.5 1158 144.6 905 I--• W � J 831n 170.0 930 170.0 745 150.1 1051 170.0 650 137.2 1051 155.0 662 120.1 1051 142.0 948 108.7 1051 1313 637 96.1 ID51 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 021 � LL � 60 In 187.1 957 170.0 789 139.3 857 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 82.8 057 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 957 089 748 52.2 057 98.9 748 Z I z , c 721. 128.7 050 1353 698 107.3 804 115.2 684 91.9 S01 101.3 671 80.4 8% 91A 660 71.5 804 64.1 650 64.4 601 78.8 643 53.6 604 72.J 633 46.0 804 69.0 629 40.2 .604 69.0 628 `2 W 781n 109.1 722 114A 630 912 722 072 618 78.2 722 05.3 606 68A 722 76.7 506 60.8 772 70.3 688 54.7 722 65.5 580 45.8 722 59.5 570 39.1 722 66.7 565 34.2 722 56.2 564 = Z M 781n 101.2 685 105.6 500 04A 885 89.8 588 72.3 865 78.5 577 50.7 685 70.5 668 68.2 6145 64.5 560 50.6 665 60.1 553 12.2 885 64.3 54.1 36.2 885 51.4 637 31.8 885 50.7 536 I•-, N '�" 90 In 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 38.e 515 40.9 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 JOb 407 20,6 515 29.1 104 Q N 0003 961n 64.3 153 65.8 404 45,3 453 47.1 397 38.8 453 41.0 391 33.9 453 36A 385 302 453 33.0 379 27.2 453 30.4 37! 22.6 453 269 W6 19.4 453 24.3 360 17.0 157 22.9 356 R p login 38.1 358 39.0 323 31.8 358 32.8 318 27.2 350 28.4 313 23.8 358 252 308 21.2 358 22.7 304 19.1 358 20.6 300 15.9 358 18,0 293 (1) `- o W M 1111n J5.1 338 35.8 106 20.3 336 30.1 301 25.1 338 28.1 297 22.0 338 23.2 203 18.5 338 20.9 289 17.6 338 19.1 265 0' x 120 In 27.8 250 26.3 264 23.2 290 23.8 260 19.9 290 20.8 256 17.1 280 10.2 253 15.4 290 16A 249 U Q ?� N 144 In 16.1 201 18.3 186 ll TABLE 8B ANCHOR CAPACITY ADJUSTMENTFORMULA: .� �� AnchorCa achy Table Ibe C y 2 LL� ANCHOR CAPd Substrate 2.7kComirde 3.5kCant. HdlmvC/AIU F1VedCt•IU PTWaoa Metal (DU X =ANCHOR CAP.,, 1116•Elco 114'SS Elc 0/16'Elco 111'SS Elco 010 SIed #12SWI 612 s wi MULLION CAP.,,,,,,,ss AnehorCllp Patterns Anctcr type 3116-Eire UOam 14'Ek0 U11mcon u0mcon 3'16'Eleo Uitracon t14'EkoUlimcon pggreG3tor Ultracm AggreGEW S-(G5) soar(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Oslame On) r 2-Vr 1 t• 1 2-117 3116• I. 2.1121 1• 2-17 r 3401• r o.4b• 0.541 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN naro• Fmbeonenl ti4T4• 1 1a41• 1 13'4• 2' 11414• t-w'_ 1-1/4• t-V4• 1-114• 1-114' r 1-316• tae• tares ACTUAL PRESSURE REQUIREMENT FOR THE 2Arxlols®d.7S I4In O.C./Standard or Of8e1 Clip(Flp.1): 3901Ds 300 We 150 ms BBO lbs tfAq ms 270 ms JVIA ms 354Ibs 7g0lbs 374105 661 ros Ot61bs art ms 442Ibs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arrlrors®1.15•NIn O.C./Standard(or arseq Clip(Flg 2)' d83 8n 70D IM IIIA WA NIA IIIA 05 RIA IIA IUA ILIA tuA 682 lbs 885 ms 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4A hom@3•Min.O.C.1(2)2(5 Angle Cnps I(Fig 3) 780105 780 Its 6 16m 15M ms 1Tslbs S101bs ts NIA 7501bs 7431bs 8001116 16021bs 6921bs 8851m n2olos MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amhols®0.45•1.tin.O.C.1UClip•Inlo.12V Alum.(Fig.4) H/A IUA IIIA IUA tl/A N/A WA IIIA IIIA WA IUA IUA IUA 1430Its CAPACITY WHICH MAY BE USED TO QUALIFY 1 AmIur/FCOp(Fla 6) 195lb3 1g51ts 225101 4451bs 622 ms 1351s Ms 177 lbs 3701os 1871Ds 332 ms 4731bs 170 ms 2211bs �O Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctors®1.IV1N0O.0/FCB 96' 240 ms 350 lbs WA IUA II/A N/A 100 R16 IIIA IUa INA IUA IUA 341 lbs 442 ms 6601bs ANCHOR CAPACITYTABLE. PRODULTREVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C°r 'M w"the.... Banal6g Do�- 41. Ao�gxmice FIGURE 1: FIGURE 2: . DTABLE NOTES•1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION tieml ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \���1 N� LYNN FIGURE 3: .. �t.0•,.......•�'f/� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' >�•' 1.10ENSF''•�F,f3�� ANGLE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7��r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, No.58705 '••7s ' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -D `r .� ( ' FIGURE4: FIGURE 5: FIGURE 6: i �'pO••.• SA•C.�I�S (C/� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF D•55.ALUMINUM SHALL BE I 1-L F 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T • 1.25'X 3.1BB'X.265'MULLION �` "'C ORION., e e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL (1-114'VF MULLION) LS G.` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 'ill s/0IVnL. • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,1M S.S.OR 410 S.S. A.(fNN1M-(1.LEW,P.E. FL P•E.#58705 TABLE 9A "_ In n� u Mullion Capacity Table Opening Width(forvartical"pannl7g mullions)or Opening Height(for horizontally-spanning mullions) �xt<+ SQ SO N 60(n 70 In 801. SO In 1001n 1201n 140 N 160 In 1.26x3.26 Rectanwt r Tmp/Tdano. R.Iea lar Tmprrdang. Ractenwlar TmprrAang. Reetangule, 7raprrdang. Rectangular TmpTdang. Rectangular Trap/rderg. Rectangular TrapTrlang, Reetangalar 142'� g. Raetanguler Trepirdang. F d LLading Loading Loadng Loading Lwe og Loading Loading Loading Loading Loading too g Loading Leading Loading Loading g Loading Loading o2' 2 U AlMulllon 9 H N43 z421n 170.0 620 170.0 435 110.0 144 110.0 478 170.06611 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 621 153,3 1116 170.0 521 127.7 1118 0.0 521 MIS 1118 21 95.8 1118 170.0 521 O 48 N 170.0 708 170.0 524 170.0 850 170.0 684 161.0 978 170.0 630 148.7 978 170.0 661 130.4 978 170.0 677 111.3 918 170.0 680 97.0 970 170.0 080 87.8 870 80 73.3 BTB 170.0 680 -1170.0 747 170.0 563 170.0 898 170.0 631 150.7 921 170.0 684 131.9 027 188.5 708 117.2 927 159.1 699 105.5 921 168.3 598 67.9 927 156.3 695 75.4 927 95 65.9 921 158.3 695 =541n 170.0 197 170.0 812 154.5 869 170.0 691 132.5 869 153.0 BB3 115.9 809 MIA 689 103.0 669 134.0 660 92.7 689 129.8 654 77.3 689 12aO 652 66.2 869 52 57.9 869 126.8 652 Uj60 In 143.2 746 153.8 034 119.4 748 132.3 820 102.3 748 117.8 BOB 60.5 748 107.8 599 79.6 746 t01.0 592 71.6 748 98.8 587 59.7 746 93.3 683 51.2 746 83 44.8 746 93.3 60363 N 123.7 877 132.0 679 103.1 977 113.2 568 88.4 677 100.4 555 77.3 877 91.4 540 68.7 677 85.2 539 61.9 811 81.0 534 61.6 617 77.0 520 44.2 677 529 38.7 677 78.7 529 h U 60In 101.6 617 114.1 570 69.7 011 97.6 519 76.9 817 88.3 SOB 67.3 611 70.3 500 69,8 617 72.6 494 63.8 ell 68.7 489 44.6 017 64A 407 70.4 017 407 37.8 611 6].T 482 fL �12 In 629 818 81.7 450 89.1 518 74.2 440 69.2 Ste 05.2 432 51.6 518 68.6 425 48.1 516 54.2 419 41.4 610 60.7 414 34.6 518 46.0 408 29.8 510 405 26.0 618 46.0 406 Z i m ]8 N 70.6 463 73.7 400 587 485 62.6 398 50.7 485 54.9 ]90 44.1 465 49.4 304 39.2 46S 453 378 35.2 485 42.2 374 29.4 485 38.3 387 25.2 465 38.5 384 22.0 465 36.2 363 JIT I 78 N 65.2 441 68.0 387 64.3 441 57.7 379 46.8 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 380 32.8 441 38.7 366 27.2 441 34.0 349 23.3 441 33.1 340 20.4 441 32.7 345 J g rcZ 90 In 42.4 332 43.8 285 35,4 332 37.0 289 30.3 332 32.3 284 28.6 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 269 15.2 332 19.6 262 13.3 372 16.7 280 Q nom... ♦- Q 06h 35.0 201 36.9 260 29.1 291 30.3 256 25.0 291 28.4 252 21.9 291 23.5 2411 19.4 231 21.3 241 17.5 201 19.5 241 id.6 281 17.1 2345 12.5 291 15.6 232 Z N Q Z f08N 24.0 230 26.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15A 230 102 196 � x 1111. 22.8 218 23.1 107 189 218 19A 104 10.2 210 18.8 191 14.1 710 14.9 188 20 In II e 181 16.2 110 111] 187 15.3 161 UJ CO ofI-L LO � (Y O N a 0 0 Z IL mO s0 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce acityTable(lbs) ANCHOR rc� 6abslmto: 2.7kCOW110 3.SkCano. How.CMU F01cdCMU PTWmd Meld (DP,)X( )=ANCHORCAP.- 5/1B'Elco 114'So Ica 5I6'Eleo 1/4'SoElea 910 steel 012 Sled AI2Sled MULLION CAP.,-,,- AnchorCllp Patt81R8 Anchor Typo: 3116'Eloo Woman 1144 Elea UlUmon 3716-Elco UAMOM 114'Elco Ullmcon ) USE THIS FORMULA TO OBTAIN THE"ANCHOR UiLmoon AggmGatw UlUmon AggreGelor Screw(G5)Scmw(GS Screw(G5) Edge Distance 0n): 1• 2-112• 1' 2-1/2• 34/8• r 2-1/2' 1' 2-12' 2- 3-Ile• 2- 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M' 1.3/4' 1.3'4' 1-3x4' 1314' 2' 1.1/4' 1-1/4' 1.114' 1-1/4• 1-1/4' 1-114' 2• 1;318- 1378• odes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMM=@4.75-Min.O.C./Standard"Offset CIO(Fig.1): 390 ros 390 ties 450 lbs 890 lbe 1614 ros 270@s 28D the 354 lee 7401be 374 lbs 667 Ibs 940 Iles 341[be 442 lbs 560 lbe OPENING,WHEN IT IS LOWER THAN THE MULLION 'Amhm1.15'Mtn O.C./Standard(or OAael)Clip(Fig.2k 480 lbs 700 lbs WA WA NIA WA 380 Poe WA WA WA WA WA 6821be 665[be 1120 lbe CAPACITY(FROM THE TABLE)OF THE SELECTED Wc@3•MN.O.C./(2)255 Angle Clips/(Flo.3X 7801be 7601bs 680 lbe 1580 ms 1898 Re 540 foe 580 Im WA 7601b3 748 lbe NOItal 1892 lbs 682 ros 685[be 11201hs MULLION.IT WILL YIELD A MINIMUM ANCHOR 0.54-Min.D.C./U471p,In10.100•Arm(Fig.4), WA WA WA WA N/A WA WA WA NIA WA WA WA WA WA 050lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-all,(Fig.5): 195 lbs 195 lbe 225 ros 4451bs 622[be 135 ros 140 Has 177 lbs 3701bc 1071ba 332164 4731bs t7o ros z2t Ibs zoo lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctlas®1.15'A11n.O.G/F-01p(Fig.BY 24016" 3SO lee WA WA N!A WA 1801bs WA NIA WA WA WA 341 Ibs 44216s 5801bs ANCHOR CAPACITY TABLE. RODUCTRBYISBD wmp(y438 whh the Florida uI1dlny OD& FIGURE 1: FIGURE 2: c9ep17 WNo . p 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. Aieml ode Product ColLtcul -1250" 51111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\���0,�� LYNrV FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.250' 1�P.� .•'oCENSF''• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS w. BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND //�� �: - 'O U GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL .100• � '•7�S / FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE %��'• SATE 6 J�:•�y(/� 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �` '•.,F(ORIO P.•'•.�`� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL -.1 •..•••. ,25'X ��� �\ Q ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION ////s/ONnk- #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILL R2,P.E. FL P.E.N 58705 TABLE 10A Mullion Capacity Table QbeIN4) Opening Wd81(forveit(ca*sparrdngnitflons)crOpening Helght(forhodwrilattyspannirg mdl(orLs) 5 50 in 601n 70h 80 in 90 in 100 in 120 in 140 In 160 in Rectangular Traprrriang. Radangular Rap-,I- Rectenguler T,apTdang. R.mquler Tw/rdeng. Rectangular Trep/Tdan9 11.0. or Traprrri.q. Rectangular Tr.pTriang. Roctangutar TreplTriang. Rectangua, Trap'TImg. q 126x316 Loading Loading Loafing Loading Loading Loading Loading Loading Loading Leading 'leading Lu4d'ig Leading Loading Loading Loading loading Loading oyr £ V x.624 Alum.Tube .2 .F .�' •5-.. `�, P.. 5u�. 5 .S .&• .g mullion Its a a€ it-I g3- a ?� �� o3- �€ a �€ x- o o� a a� o o€ �� o ss s a� a m ' ue v v v ri v u u" u u u 3 u ria u u< u" u u3- 13 31 4 �2. �� Ea �A $- �� �� �a a€ �� f� �P �- 8rc �� 8� i€ �� �� �� �� �� E �d �� fe �a �� 8�" O � H 421n 170.0 620 170.0 43S 170.0 744 170.0 470 170.0 860 170.0 506 170.0 992 170.0 619 170.0 1118 170.0 521 110.0 1240 170.0 521 110.0 1488 170A 521 110.0 1735 170.0 621 170.0 1983 170.0 621 J W 481n 170.0 700 170.0 524 170.0 050 170.0 584 110.0 I. INA 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 SOO 169.7 1979 110.0 680 148.5 1919 170.0 600 J = 50.625 in 170.0 747 170.0 553 170.0 596 170.0 631 170.0 1046 .170.0 584 170.6 1195 VIA 723 170.0 1345 170.0 747 170.0 1491 170A 7S6 170.0 1791 170.0 756 152.6 1817 170.0 756 133.S 1877 170.0 756 641n MA 797 170.0 612 170.0 966 170.0 691 170.0 1116 110.0 754 170.0 1275 170.0 803 110.0 1434 170.0 837 170.0 1594 170.0 866 156A 1759 170.0 861 134.1 1769 170.0 861 117.] 1759 170.0 061 W p O m 60 in 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 998 145.0[466 170.0 1033 120.0 1511 110.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 H w (0 J 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 164.0 1082 iWA 1370 155.9 1012 69.5 1370 155.3 1070 T8.3 1370 155.3 1070 2 LU 661n 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1361 1248 155.6 1013 121.1 1268 147.1 1000 108.9 139.0 939 90.0 1248 130.4 978 77.0 1248 129.0 975 68.1 1248 129.0 975 U)$ �• m z J 72 in 167.8 1049 170.0 On 139.9 1049 150.2 892 119.9 1049 132A 875 104.9 tO49 119.1 860 93.2 1049 109.7 848 03.9 102.7 838 69.9 1049 94.3 825 59.9 1049 91.2[61 1049 91.1 820 � � �W 0 76 in 142.7 941 149.1 822 118.9 941 126.6 605 101.9 011 111.2 191 89.2 941 100.0 777 79.3 941 91.7 766 71.4 65.6 757 $9.5 941 77.6 744 61.0 941 74.0 911 73.3 736 7 �z S 781. 132.0 894 137.6 787 110.0 891 116.9 767 94.1 894 102A 163 82.5 894 91.9 740 73.3 594 84.1 730 66.0 78.3 121 55.0 894 10.7 707 47.1 ON 67.0 e94 66.1 698 Q g ZZ 901. 85.9 671 08.7 $96 71.6 671 74.9 SBS 61.4 671 65.3 575 53.7 671 59.2 566 47.7 671 62.9 $58 43.0 48.8 551 35.8 671 43.1 539 30.7 671 39.7 671 31.9 526 z � Q N p 961n 70.0 590 72.8 527 69.0 590 61.1 618 50.6 590 63.4 509 fid.] 590 47.5 11 39.3 590 43.0 491 35.4 39.6 488 29.6 590 14.7 477 2S.3 590 71.6690 29.8 161 F X mZ W 1001n 49.7 466 50.8 421 41A 456 12.0 4U 35.6 46fi 37.1 405 31.1 466 32.9 402 27.6 466 29.7 396 24.9 27.1 391 20.7 466 23.5 7A2 17.8 466 212 406 19.6 370 U) 04if11n 45.5 441 16.7 400 39.2 411 39.3 393 32.7 441 34.1 387 28.6 441 30.2 302 25A 441 27.2 376 22.9 441 24.9' 312 19.1 447 21.6 367 16A 441 19.3 441 17.8 351 W c0 1201n 36.3 378 36.9 344 30.2 378 31.0 339 25.9 37B 26.B 3]d 22.7 378 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 ISA 378 16.7 314 x 145 W 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 (.) N Q O O d c{ Z TABLE 10B �13�1 s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 mo AnchorCepaelty Table(]be) o-3 rc� ANCHOR CAP.,,,,,,•„ Substale 27K,brca4e 3.SkCmC. MNOW(},IU FIIIe0G4U PT Wood I,Idd (DP.)X( )=ANCHOROA.P.,,, 916'Elco A0 SS Eko NIS'Eko 1141 SS Elco HID Sted 012 SImi 012 Slml MULLION CAP. , , AnchorClip Potteme Anchor Type &161 Elco Unracm II4'Eko Ullmcon &16'Elco Unr4cm tl4'Eko Unracon ( USE THIS FORMULA TO OBTAIN THE"ANCHOR Unmcon AggSS O or Unum Aggrccalor ScrO,r C�)Scr4w(Oli) Screx(05) EdOa Clslarce An) I" 24/7 I" 2-112' 3-118' 1' 2-112' r 2.117 2' 3-118' 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmbeQnml n 1314' 15,4 1314' 1314' 2' 1-114' 1.114' 1414' 1-114' 1-1/4' 1.1/41 2' 159" 158' 1a1es ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancinrs04.76'1.11n O.C./Slar4admORset CSp(Flg.ly 3r10Ws 3901b0 /N lbs 8901Ds t6441Ds 270Ws 280105 354 Ws 7401bs 374 lbs 664 Its 846 Its 341 lbs 442 ms 660 Ws OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arnhors 01.15941 O.C./Standard(of Ot6e1)Cnp(Flg.zy 4eo Ws 700 lbs ?IIA IUA IIIA IIIA 3931bs IIIA IUA II/A IUA IUA 6e21bs BBS Ws 1133 Rs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Am"03'Uh.O.C.1M2,5ArgLCOps1l9g 3y 780 Ws 78016s LYAWs 15th Its WSW- SID1bs ISO Im II/A ISMS 74a lbs 880 ft 1892 go 682 lbs 885th 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amras 00.54.Ma.O.C.I U Cilp,WIo.100 A M(F1g 4y IIIA IUA IIIA IUA IIIA II/A IUA IIIA IUA IIIA IUA IUA IIIA IUA 960 R's CAPACITY WHICH MAY BE USED TO QUALIFY tArcrYNl F-0fip(Rg.6): 105 WS 105 W3- 725lbs 445 IDS 822I0s 135 ft 140 Ws 177 Ws 37010618710s 332 Ws 412 Its volbs 221 Ws leo IDs ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT RBVISPA 2A,-hm a 1.15'I41n O.CJ FC6 0� 240 W4 x50105 IIIA IUA RIA IIIA ISO 116 IIIA IUA t"A IUA IN 341 Ibs 1 4421M 5601bs ANCHOR CAPACITY TABLE. way7lylag'with the Fwlde ugdl5g Clods .O cap0mtw No FIGURE 1: FIGURE 2: TABLE NOTES: t210" n �6 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION it�Prodacl Cm:trO ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111111! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�k ONY•�:.NIV FIGURE 3: �` ��''• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE NS FIGURE •, .S3- ANGLE SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. . Q- • • • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��r No.58705 BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL I Z-1 1 S.•1 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4" ��� STATE Or- • 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND L �� '•.FC ORIOP.•�G�` .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL .........'.� p e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25X.024' ///Ssa 'ONAk- L L E 1 010&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNW IMI ILkk ,P.E. FL P.E.O 58705 TABLE 11A Mullion Capacity Table(IhelfF) nri Opening Width(for vodicallyspanning mlglolt9)orOpening HBlght((orhollzorte0y-spunring ml/tiorLs) C' so In 601n 70 in 60 N min 10D In 120 In 1401n 150 In p 125%3.94 Rectangular Trap'Trimg. Rectenguler TropIT&M Reclangular Traprrdang. Rectanoular TwpTdang. Rectangular TrapRriang. Roclmgulor Tr06mg. Rectmptar TopIrdang, Rodangular TiapTrimg. Rectangular TrepVang. Loading Loading Loading Loading Lmd'ug Loading Loodag Loaning Loading Loading Landing Loading LAadug Laadiog Loading Loading Loafing Loading oZ 2 U x.824 LL Alum.Tub e S '�!. .� 5 8 .B 'S,. E.. �d '6,. 'E.. 'S '5 .� .2 .'^ .g:Tfl, .S .€. .E .'!. Mulliongg.S 5 �. r.S 9 g`, _E <s •' a' 5'u InwuW5 i9 5' a �Q Pu'a � W 421, 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1406 170.0 621 170.0 1135 170.0 521 170.0 1903 110.0 521 J 48 in 170.0 708 170.0 624 170.0 1350 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 6P 170.0 1417 170.0 680 170.0 1700 170.0 680 110.0 1983 170.0 690 170.0 2267 170.0 68D W 50.625 In 170.0 741 170.0 563 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 127 170.0 1345 170.0 747 170.0 1491 170.0 7S6 170.0 1193 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 ® 0 641n 170.0 797 170.0 612 170.0 956 INA 691 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 056 170.0 1913 170.0 861 Me 2231 170.0 661 160.2 2403 170.0 861 W p B O 60in 170.0 885 170.0 701 170.0 1063 170.0 791 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 110.0 996 170.0 IPI 170.0, 1033 170.0 2125 170.0 1063 146.3 2163 170.0 1063 129.8 2163 170.0 1063 f=" L)) (MO 67In 170.0 930 170.0 745 170.0 1116 110.0 050 170.0 1702 170.0 910 170.0 1400 170.0 1015 170.0 167] 170.0 1016 170.0 1859 170.0 1122 156.9 2060 170.0 1169 131.6 2060 170.0 1171 177.7 2060 170.0 1171 W 661n 170.0 974 170.0 789 170. 1118 170.0 903 170.0 136! 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 It% 110.0 1918 110.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1286 z �i m a y J 72 in 170.0 1067 110.0 B7B 170.0 tV42 0 1009 110.0 1600 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 130.7 1734 169.8 1786 115.6 1133 155.9 1764 99.1 17]4 160.4 1352 06.7 1731 1502 1752 � J�' B �� 0 76 In 170.0 1172 170.0 937 170.0 0 1080 168.5 1556 170.0 1209 147.0 1556 165.2 1265 171.1 1556 151.5 1266 117.9 1556 141.3 1251 90.3 1556 IN 3 1229 07.2 1556 122.3 1219 77.7 1556 121.2 1216 J E 78 in 170.0 1151 170.0 96! 170.0 0 1116 155.9 N77 169.3 1246 136.4 1477 152.0 122{ 121.2 1.77 139.1 1206 109.1 1477 129.5 1191 90.9 14P 116.9 1169 77.9 1477 110.8 1158 fi8.2 14P 109.] 1154 Q 913 in 142.0 1110 16fi.5 966 118.4 9 968 101.5 1110 107.9 951 BB.B 1110 96.3 976 78.9 1110 87.5 922 71.0 1110 80.7 910 592 1110 71.3 091 50.7 1110 66.6 870 44.4 1110 62.7 870 Z 4p Q N O 96in 117.0 975 120.3 072 97.5 5 856 83.6 975 B8.3 042 73.2 975 78.5 829 65.0 975 11.2 817 SO..S 9T5 65.4 807 48.6 976 57.4 769 41.8 975 523 776 36.6 976 49.3 767 Q Z 1 X S W 1061, 82.2 P1 84.0 696 60.5 7 fi85 58.7 771 61.3 671 51A 771 54.3 661 46.7 771 49.0 fi55 41.1 771 14.9. 671 35.3 TII 38.9 692 29.4 P1 75.0 621 25.7 771 32A 612 1111, 75.1 130 P.3 661 63.1 0 650 64.1 730�44.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.11 614 31.5 730 35.6 600 21.0 730 31.9 509 27.7 730 295 SB1 W M 120 in 59.9 624 61.0 669 49.9 2 560 12.0 624 552 77.5 fi74 39.2 554 73.7 624 35.3 537 30.0627 32.2 571 25.0 624 27.7 519 21.1 624 24.6 609 10.7 621 22.5 601 Ix x 0 0?1441n 34.7 433 35.1 400 26.9 433 29.4 395 24.0 437 390 21.7 433 22.4 385 19.3 433 20.0 301 17.3 473 10.2 376 („) N Q Z 0 0 a m0 TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: g O t AnchorCepacity Table(Ibs) ANCHOR CAP.,,e.,,,� "+ Substrate 2.75 calcrele sU,.EIc. xmav alu FOledcnlU edWjjj nide (DP,,,)X( )=ANCHOR 515 Elco 1/d'9S FJcO WS-Elco 1/4'SS Elco U10 Steil u12Sleel V12 Steel MULLION CAP.,,,„,,.,a AnchorCllp Pattema Ancna Typo ale Elcou6rsm 1I4'ECoun:acon unracan alS Elco unrxm 1I4'Fxoult2cOn AggreOalor Ullracm AggreGdar SCrew(G5)SoMV(C5) SUM(c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOg001 IT 0n) V 2-gr 1• 2.1/r 34/B• V 2-1/r 1• MIT r 3•Irr r 0.4a• 0.54• 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Emheanelt n 1-314• tswl 1a14' 11.'4' 2- law• 1-114• 1.14• 1-u4• 1414• 1.1144 r 13/81 I-3/e' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AMho Q4.75'Mia O.C./SlaMa "Orae)CVp(51g.1) 300@5 390104 450IDs 89D Its 1644 IDs 270 Ds 2801% 351105 Ido 108 374105 66.4106 946 IM 341 ws 4421M 560 m9 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'Min O.C.I Standard(Or Oftl)Cep 09g 2) 480 lbs 7001% IIIA IVA IIIA IIIA 3601% NlA IUA IUA IVA WA 6E21bs 865108 1120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4AncrorsQ3-I4m.O.C./(2)2e6Angle CVpsl46'19.3) 78D Ibs 780 Me 680IDs 15601% 18B61bs S/01M 5601% r1lA 760TH 748 IDs Sao IM 18821% 602105 895 Ibs 112088 MULLION.IT WILL YIELDAMINIMUM ANCHOR 4Ancrors®0.54'611n.O.C.I UCllp,Into.100'Num.(Rg.4) NIA IVA NIA IVA NIA NIA IVA 711.0 tUA NIA WA IUA r11A IUA 1267100 CAPACITY WHICH MAY BE USED TO QUALIFY I Arctorl FCep(Flg.4 195 Ibs 1851% 2251% 4451% 6221% US ms 1407% 1P IDs 3701% 1871b3 3321% 473 MM 1701M221100 2801% ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ant"01.15 Mini O.C7 FCOp ON9 4 240 Ibs 3501% NIA IVA I1/A NIA 1801% IIIA !UA IIIA !UA I IUA 341 I% 4421% 5601% ANCHOR CAPACITY TABLE. PRODUCTR13VISED w c0111111 g With the Florida Buildln80pd�,:..,,M 1.250' AooeptanwFIGURE 1: FIGURE 2: TABLE NOTES: Ry 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iaml ad. ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \`11111 I I I I 11177 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. O .••••••• (( FIGURE 3: 3.94" ���;'�10ENSF'•.FAQ �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' `2'; '•, �T CLIP MUST SHE 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _%h';' No.58705 ; Fe 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 =`D � .2`Z IS tU= FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ;;AS ATE ON :\SCI` BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624' (OR1D„•'• 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _i.046"THICK 18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL O :00: ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW.THREADS BEYOND THE MATERIAL. I7j11I 1i jN��111`` #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.624" A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A ® � Mullion Capacity Table IbsW Opening Width(forverldcally-spanning mllllons)or Opening Height(for horizontellyspenrirg mullions) SOI. 60 In 701n 60In BO In Wall. 1201n 1401n Min kr` Rectangular Trapri6eng, Rectowl" TMISTri ng. Raclanguler TrapiTderg. R.I.r19s4ar TrapRtleng, Rectangular TmplTdong• Raclangder TraplTdang. Reclengula hapnbeng. ReclangWer Trapndang. Rectangular heplfdeng. 2X4%.26 Ue ng Loadng Loadng Loading Loading Loedrg Loadng Loadn9 Loading Loading Loadng Loading Loading Loading Loading Loading Loading Loading 0 a u°•j Alum.Tube z' s" 02 g u Mullions ^ 7 0` S rY 60 o 3` c9 �e c9 3 14 c3 Ba B tY� 8 6 S 9 3 c9v 5` O 6e N b, b b.5 b. b b b_ b. i t b b t. b-- $ 8 8 $ e� §� a 5� §� § §� 8 §� §� $� §L 5� ro s � sc. rc so s s� � s �a: s ss: ac sem, a: 2i ss rc oc so � s s Z a � 421n 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 '1170.0 521 170.0 1488 170.0 621 170.0 1735 170,0 $21 170.0 1983 170,0 621 O 46 in 170.0 70a 170,0 624 170.0 850 170.0 584 170.0 9D2 170.0 630 170.0 1133 170.0 661 17O.D 1275 170.0 077 170.0 1417 170.0 660 170.0 17M 17OX 660 170.0 1683 170.0 680 170.0 2287 170.0 680 50.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1170.0 756 Me 1793 170.0 756 MA 2092 170.0 756 170.0 2391 170.0 756 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170,0 754 170.0 t276 170.0 803 170.0 1434 170.0 037 170.0 1594 170A 656 170.0 1913 170.0 861 170.0 2271 170.0 661 170.0 2550 170.0 861 W 0 0 601. 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1594 170.0 986 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 4063 INA 2680 170.0 1063 7) 07 (n 631n 170.0 938 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 910 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 1411.9 2553 170.0 1171 J 681n 170.0 874 170.0 789 170.0 1169 170.0 203 170.0 1364 170.0 1002 170.0 1556 170.0 1086 170.0 1753 170.0 1165 170.0 1946 170.0 1210 t70.0 2336 170.0 1275 151.0 2437 170.0 1288 132.9 2437 170.0 128a c721n 170.0 ID63 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170,0 1813 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2181 170,0 1528 108.2 2184 170.0 1530 z �2r 0 761. 170.0 1722 170.0 937 170.0 1346 170.0 1060 170.0 1570 170.D 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 181.8 1548 108.1 t960 154.0 1535 92.9 1960 152.7 1531 �Z 2 761. 110.0 1151 170,0 987 170.0 1361 170.0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1881 170.0 1474 137.4 1861 163.1 15W 114.5 1861 147.3 1473 98.2 +86118329....78 1459 65.9 1061 137.6 1454 to901n 170.0 1328 170.0 1144 148.1 1398 156,0 1219 127.8 1306 136.0 1188 111.6 1396 121.3 1179 99.4 1396 110.2 1162 69.5 1398 101.8 1141 74.5 1398 69.8 1122 83.9 1105 55.8 1398 70.8 7086 Zje61n 147.1 1229 151.5 1098 122.8 1228 127.0 1079 105.3 7229 111.2 1061 92. 1228 98.9 1011 81.8 1229 89.8 1028 73.7 1129 821 1016 61.4 1229 72.2 893 62.7 W7 16.1 1228 62.1 887F � 0103In 103.5 971 105.8 877 B6.J 811 89.0 662 74.0 811 77.2 848 64.7 071 66.4 837 57.5 971 61.8 025 51.8 971 66.5 816 43.1 871 49.0 788 37.0782 72.4 971 {0.8 TI11111. 95.4 919 97.3 832 78.5 910 81.9 B19 08.1 919 70.9 806 59. 018 828 781 53.0 919 58.7 784 47.7 919 51.0 774 39,7 919 11.8 766 3{.1 742 20.6 g19 37.1 732 (jj X 1201. 75.5 786 76.8 716 62.8 788 84,5 705 519 786 55.8 695 47,2 786 49.4 688 41.9 786 44,4 877 37.7 786 40.5 668 31.5 788 34.9 653 27.0 788 31.0 841 23.6 788 28A 631 x N (n 1411. 43.7 518 N2 604 76.4 348 77.0 498 31.2 546 31.0 481 27.3 546 28.2 485 24.3 548 25.3 479 21.8 610 '22.8 474 18.2 646 19.5 464 We 646 17,2 455 13.7 548 15.5 448 („) N Q O Z 0 TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: �o N N AnchorCapacity Table(lb3) ANCHOR CAP.,,,,,,,, _ m�m� Su5tl21e 2.7N Oorcnie 35k cont. Hr0ow alU Fllletl Cl4U PT Wood 1.1H21 (DR-)X( ANCHOR CAP.,,, ^'�.� 515'Elco v1'SS Eko 5116'Eko 9d'SS Elco 910 Sletl 912 Steel tl12 Steel `MULLIONCA-P ,,,,�,� AnehorCllp Pettem• McOa tyt685 s•Elco unracm 114•Ekouttracon unracon &I6•Elco utllam t/a'EkoUD2con AggreOalof u0racon AggreGala ScMw(c5)Scrnr(G5) sci"(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edgy aslarce ' 2-V2' 1' 2-172 5116' 1' 2-ter t• 2-Ur r s7la' r 0.46• 8.64' o.sz4• CAPACITY REQUIRm'CORRESPONDING TO AN l4• lye• lard• fare• r 1•v4• t-v4• i-va• t-tea• 1-vd• t-va• r lye• tya raves ACTUAL PRESSURE REQUIREMENT FOR THE 2AnCItoRQ4.7S1.IIn O.C./SIaMaN orOOiet Clip(Fg.1ID4 390IDs d501bs 8901h6 "I-S 270 ro9 2801Ds 3bd IDs 7401Ds 370IDs 6611h5 916106 341 ro3 042 rob 5600X OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 4D 2.68'Min O.Q I Standard(a abel)Clip(ng IDs 1401be 630 IDs 141155 IDS 1424 IDs IIIA 50D Ibe NIA 095lbs IUA am Bxi IUA GRIDS 8851be 1120 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED sArchas 1.71•L11n O.C.I SmnOard(a abepc6p(ngros0501 7581Ds 1836101 UTA IIIA 7051bs HIA 7B91Ds IIIA IUA IUA 1022103 13271bs 1600100 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctm0T IAn.O.C./(a)2(5 Angle CBps/(.91Ds 7 Ds 6BO IDs 156D IDS 11.06 lbs 01Ds 56DM IIIA 7601Ds 748 IDs 8801D5 1892IDs 682Ibs 685 Gs 11211[4 CAPACITY WHICH MAY BE USED TO QUALIFY 6Arclers®3'611..O.C.!(1)2x5ArgfeCaps/(Flg0ros 1170104 f02DIDs ?3401ha 2044 lbs Bt b3 Bd010s NIA 11d0 fo6 1722109 7327103 2638Iw to2210a 127m6 tsa31e6 ADDITIONAL ANCHOR OPTIONS FROM THE 3Arctnrs®1.349 An.O.C.I U4Ap.Into.l2S Awm.(FigIA IUA NIA IUA NIA IIIA IUA IUA NIA IIIA IUA IUA IIIA IUA 10731 ANCHOR CAPACITY TABLE B Amio.@0.91'611..O.C.I U ciI,m1o.12S Alum.(FigIA IIIA 141A IUA IIIA IIIA IUA IIIA IUA IIIA IUA IUA UTA IUA 21 IDs PRODIJCTRBVISBD 2Anc1ols®268'Mla 04-1 F-Clip(Fig O) 370 ros 370165 315103 743111 711 IDS NIA 201 lis NIA 340Ibs IUA 4401Ds IUA 311104 112 gs fb01Ds 49 Building ODh lnp With The F1ot1d3 JArctprs 4511.71'61m.O.C./FLllp(Fg.101 443106 525105 3A IDs 873 its N/A tllA 3511tx IIIA 3991bB NIA IUA IUA 511 IDS 667105 Bt01m Bumepta ooN oocptmlooNo S.p NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0n Dme Zp CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. �I FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" lentil adc Produce Control • • • • • • TABLE NOTES: 11111 I I I It p/7 • • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-0 FOR "NN LINN 7/ r0 l(4c • • • • • GENERAL INSTALLATION METHODS. `��'`\ ,,%CENSE FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN ING WIDTHS IS ALLOWABLE. '•%T • • • • .250' 4.000. 71:• No.58705 • • • • 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.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �-p•,•�� �+��S (U_ • • LOCATIONS, STATE 0 FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: AN CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �iC'� •'•.,FCOR1Op; • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITHAN SG OF 0.55. '9 • MUST BE USED ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4'X.25•MULLION Irl �tN�L 0 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIMILLER,P.E. • • • • THREADS BEYOND THE MATERIAL,410&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE13A Mullion Capitally Table IbaNO •"j( Opening Width(for verfica%,sparving mUllons)or Opening Height(for hodzDr*a1Vspanrdrg mullions) ��^� 4 SO in 601. 701n 80N 90 in t001n 1201n f401n 1801n �I . R,W91inr Tr-01111191 Rad.ngdw Trep/Tdnng. R.I.gular Trepminrg, Reelen8dar TrepTd-a. Reclnngular Trnp7Td.g. Recierguler TrapRdang. Recten9ulor TreplTdanp. Reclengder TrapRdeng. Raetan9uiar Trep/Ti1an9. �7+ O 00 2%6x.26 Load'n9 Loadrg loadne Loadn9 lnadne LoednO Loadn9 Loafing Loafing Laadrg LoadnQ Loafing Loadug Lowing Loafing LoadnB Loadn9 Loodng Alum.Tube 2> t 2: x n a r d r r r r r r F �' L 2: p n r 24• 3Y x v c,. m z z.. a A., a c,. �u _. a r. ,. ^. 3 r. .s 1 ,. z a.. c a o Mullion gg g, ��, a a �� ix g g g� s % � g a� r3 a a g to 3 c7 a 3 c9 o cT cY tS c7 3 t3 c3 t3 t4 t7 3 3 tR c� a c9 5 t7 r7 cR c9 �� G r3 YY �" fi cR v S tY� S ��` N @ s� .�� �� s� e� r �_� �• 9 a .s� : s & spm x. a m 2 'A z a� o o �a sem. moo. 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 t70.0 508 170.0 092 170.0 519 170.0 1118 170.0 521 170.01 1240 170.01 521 170.0 1480 170.01 521 170.0 1735 170.0 521 170.0 1801 170.0 521 W 481n 170.0 708 170.0 524 170.0 850 170.0 5B4 170.0 802 170.0 830 170.0 1133 170.0 601 170.0 1275 170.0 877 170.0 1417 170.0 680 170.D 1700 170.0 680 170.0 1063 170.0 880 170.0 2287 170.0 680 ? Z 50.625 in 170.0 747 170.0 583 170.0 BBB 170.0 631 170.0 1048 170.0 684 170.0 1195 170A 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 758 '2 541n 170.1) 707 170.0 612 170.0 9S6 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 817 170.0 1594 '170.0 858 170.0 1813 170.0 861 170.0 2231 170.0 Bet 170.0 2550 170.0 Sol 00 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 098 170.0 177f .170.0 1033 170.0 2125 170.0 7061 f70.0 2470 170.0 1083 170.0 2833 170.0 1063 F- 63 � J 631n 170.0 830 170.0 745 170.0 1118 170.0 660 170.0 1302 170.0 040 170.0 1488 170.0 INS 170.0 1671 170.0 1078 170.0 1659 170.0 1122 170.0 2231 170.0 1168 170.0 2803 170.0 1171 170.0 2875 170.0 1171 68 in 170.0 074 170.0 780 170.0 1189 170.0 003 170.0 1384 170.0 1002 170.0 ISM 170.0 1088 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z C721n 170.0 1063 170.0 678 170.0 1275 170.0 1008 170.0 1488 170.0 1128 170.0 1700 Wile 1228 170.0 1813 170.0 1315 170.0 2125 110.0 1387 170.0 2550 170.0 1188 170.0 2875 170.0 1528 170.0 3400 170.0 1530 781n 170.0 1122 170.0 037 170.0 1348 170.0 1080 170.0 1510 170.0 1209 170.0 1784 170.0 1322 170.0 2010 170.0 1421 170.0 7243 170.0 1505 170.0 2892 170.0 1829 170.0 3140 170.0 1691 170.0 3580 170.0 1705 j u �IZL a 78 In 570.0 1151 170.0 867 170.0 1381 170.0 1116 170.0 1811 170.0 1250 170.0 1642 770.0 1389 170.0 2072 170.0 1471 170,0 2302 170.0 1564 170.0 2787 170.0 1700 170.0 3223 170.0 1717 170.0 3681 170.0 1788 J 90 in 170.0C132-5t70.0 1144 170.0 1594 170,0 13M 170.0 1859 170.0 1498 170.0 2125 170.0 1053 170.0 2391 170.0 1793 170.0 2658 170.0 1918 170.0 3186 170.0 2125 156.0 3413 170.0 703 1383 3413 170.0 2381 Q NBBI. 170.0 1232 170.0 1700 170.0 1434 V11.0 1083 170.0 1822 170.0 2287 170.0 1781 170.0 2550 170.0 1852 170.0 2833 170.0 2095 180,0 3189$140.42261 137.1 3198 168.8 2470 720.0 3199 1581 2128 b O1081n 170.0 1403 LO 09 170.0 let3 170.0 1847 170.0 2231 170.0 1670 170.0 2550 170.0 2078 104.8 2781 170.0 2271 148.3 2781 161.9 2333 123.(1 2781 105.0 2781 125.9 2234 02.7 2781 118.0 2196 (nIII In 170.0 1454 170.0 1880 170.0 1700 170.0 2293 170.0 1932 170.0 2e21 170.0 2140 151.8 2632 1623 2245 138.8 2832 148.4 2216 113.8 2832 87.8 2832 115,1 2128 65.4 2832 106.3 2088 LU x1201n 170.00 1588 170.0 2125 170.0 1858 154.4 7152 150.0 1901 135,1 2252 141.4 1884 120.1 2252 127.2 1838 108.1 2252 118.1 1915 BD.1 2252 77.2 7252 88.9 1838 87.0 2252 81.1 1808 ~ K1441n 125.18 1145 td.3 1561 706.1 1425 60.1 1584 01.5 1407 782 1584 80.7 1380 69.5 15% 72.7 1373 62.6 1584 65,7 1358 52.1 1584 14.7 1564 48.2 1305 39.1 156{ MA 1283 Q..N O O EL Z TABLEI3B ANCHOR CAPACITY ADJUSTMENT FORMULA: mOsO Anchor Ca ecl Table(lbs) - a; g €� 6u.lrele: 2.7k Carele 3.5k Conn. FAA CMU RIM CAIU PTWood WIM (DP,)X//WCHOR CAP. )=ANCHOR CAP.,„ ��rc� 5118'Eko 1/4•SS Eko 5118•Eloo 114'SS Eko YIO Steel 612 Steel #12 Sled \MULLION CAP.,,o•.,,,1 Anchor Clip Patteme Anchorlypa 116'Ek o Ul6acon 1!a'Elco Ullmcan Ulbaon 116'Eko Ul6acon 1140 Eko U6racon AggreOelar Ulimcon Aggmnaty Scm(G5)s-(G5) Sum(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgagsla tin): 1• 2.12• 1• 2-12' 3-118• 1• 2-I2• 1• 2.112• 2' 3.118' 2• 0.46• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment Ont 1-X40 1-1C 1414' W/4• 2 1-114' 1.114• 1.1/4• 1-114• 1.114' 1.7/4• 2' 1-18• 1-are• .odes ACTUAL PRESSURE REQUIREMENT FORTHE 2Amhor,@4.7SMin.O.C./Standard tt00sel Clip(Fig.1621 3901. 39016, 45011,3 8901bs 1644 lbs 270 ft 2801. 3541. 740 lbs 3741. 664 lbs 946 Ib. 341 ms 44211,, 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 4.68'kiln.O.C./Standard(o O6se6 Clip(Fig.3t 7601. 7801. 00011,3 17801. 3232 lbs 5401bs 5601. 7081. 14801. 7481. 1272 f. 18921. 6621. 8851. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ancr m @ 1.71•Alia O.C.!Standard(wO6se8 Clip(F1,.41 1ISO lbs 14001113 10101. 25951. WA WA 9401. WA 10851. WA WA WA 13831b5 17701. 2240 Ib. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anorm @ W Kn.O.C./(2)2.5 Angle pips/(Fig.51 7801. 7601bs 680 M 15601. 16061. $40 @3 5601. WA 7601. 7481. 8801. 1892 lbs 6821. 88S ft 1120 1. CAPACITY WHICH MAY BE USED TO QUALIFY e Ah.,@ 3•Mn.O.C./(2)2.5 Angle pips/(Fig.e): 158016, 15601. 1360 r. 31201. 37821. 10801. 11201. WA 1520 ks 14961. 17601. 37641. 13831. 17701. 22401. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anohms@1.5'A11n.O.C./(2)2x5Anglo pips/(Fq.7): 188016, 21001. 1440@- 3780Iba NIA WA 1320 Ibs WA 15001. WA WA WA 204511,, 26541. 336011,3 ANCHOR CAPACITY TABLE. RODUCf R8YI5® 4 Arl hm®1.34-Mln.O.C./UQIp,Into.125•Atm.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 lbs compbing whh lee Florida eArohom@0.64'A1In.O.C./U47Ip,Inlo.125'Akm.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881 lbs I-2.000'-^I �d;2A.M.Q4.88-Alin.O.W17-gip(Fig.1% 3WIbs 3901. 4501. 8901. 181811,- 2701. 2BO lbs 3541. 7401. 3741. 030lbs 9461bs 3411. 442M 5601.4Amho.@ 1.71'MIn.O.Cl F•alp(FIg.11): 5901. 7000,9 5051. 12B81bs WA WA 470IN WA 6331. WA .WA NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: M FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \\11 I I I I It//," • • • • • • • •• • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�\ �( •„ 9/(( /// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \- • • • 6.000" `2.' -•,-k • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS _`r1: No.58705 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. _ cy nrANGLE K)'•, E L 'S :•4Q • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLEDATEF(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED : i(� FLORI5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125'MUSs USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33/W D.045 13E "THICK(18 GAUGE).STRUCTURAL STEEL TO /'//�s(O1'N A`�41�`\ PAIRS BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 6•X.25' A.LYNN MILLER,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 ® �3 Mullion Capacity Table Ibsllts Opening Width(for ierlicaly-spenningmullare)orOpeningHot Ill(for Mllzndaly-spanvirgmUlionc) g�*� < 501n 601n 701n 801n 901n t001n 1201n 1401n 1601n x�? �q p RINngular Tra{VTdaro. RectareNar Tmp'(dano. Rectangular TrapRdang. Rud,Vul r TrapnAarg. Rectangular Trepr9fan0. Rectangular 'Tnaprrdare. R.Mrgular Trepfvarg. Re,.,gN r Trap'Tdang. Raclen9ular Trep/rdang. C Qo 1.26"x2.11" Ls WIN Loa0lrg Lsaolrg Loading lnadag Loadrg Loading LmdIng Loading - Loafing Loadug Loading Loadire Loading Loading Loatling Loading Loa0lrg oZ�i x.126'•Alum gg & Tube MullN _ ^ ` 8` dg t7g 8 g pp kk �, 421n 144.2 526 167.0 428 120.2 526 148.8 419 103.0 626 138.9 414 90.1 526 134.6 411 Sal 526 134.1 411 R1 526 N34.1 411 fi0.1 626 134.1 411 67.5 528 134.1 411 45.1 526 134.1 411 J 481n 98.8 403 108.0 333 80.6 403 94.7 325 69.0 403 80.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 76.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 J W � S 50,625 In 823 362 91.0 301 68.8 382 79.3 294 58.6 362 71.9 289 51.6 362 67.2 286 457 382 64.6 284 41.2 362 �63.6 283 34.3 362 63.6 263 29.4 357 63.8 283 25.7 382 63.5 283 7 0 641n 87.8 378 74.1 267 665 318 64.2 281 48.5 318 51.7 256 424 318 53.5 251 37.7 318 50.8 250 33.9 318 48.5 249 28.3 318 49.1 2411 24.2 316 49.1 246 21.2 318 49.1 248 m M 0 101n 49.5 250 53.1 219 41.2 258 45.7 214 35.3 256 40.7 210 30.0 266 37.2 207 27.5 268 34.9 204 24.7 258 :33.4 203 20.6 268 32.2 201 17.7 256 322 201 15.5 258 322 201 F � (0 J 631n 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 267 234 31.0 189 23.7 234 29.4 106 21.4 234 28.0 184 17.6 234 28.6 153 15.3 234 26.6 183 13.4 234 26.5 153 2 d j 68 N 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 178 23.2 213 27.0 173 20.8 213 25.1 170 18.8 213 23.7 169 15.5 213 22.2 187 13.3 213 220 166 11.6 213 22.0 166 Z U)= m 721n 28.8 117r..1 755 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.8 179 18.7 146 ?e st 45xW 761n 24.3 161 25.4 140 20.3 761 21.8 137 17.4 161 18.0 135 16.2 181 17.0 733 "Z 781n 225 162 23.5 133 18.8 152 19.9 131 161 152 17.6 128 r Z Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: QQ Z Anchor Capacity Table Obs) ANCHOR CAP.,Fmnm sutstratc 2.7k C41cnela 3.fA Conc. Hollow Ulu F18ed C)AU arw9od hlr4al (DP-)X( )=ANCHOR CAP.,,, In MULLION CAP.,,,,,,,,,, N16'Eko J14-IS EkO N16•Eko V4-IS Eko 010 Sted 012 Steel 012StwI N N _ _ AnchorClip Patteme Arcbor Typr 3'16•Eko Ull-an 114•E1co UArsm 3HGEkoU110con 1/4•Eko Ullrecm Y Y unr4cm Agg2G 1 Inbxm Aggregator Screw(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED•CORRESPONDING TO AN X to W Edge baZaeM} t' .14- i• 2-i/1' 3.118• 1/ 2.1/2' 1' 2-172• 2' 3-1/6 7 0.18' 0.67• 0.ffi4' H f0 Fmne07tHll In} 15'4' 1314' 15.4• 1314^ 7 1•V4' 1-t/4' 1.1/4' 1-1/4' 1-1/d' i-Ud' 7 tse• t3�8• rhea ACTUAL PRESSURE REQUIREMENT FOR THE C) N Q O O 4,kxhm@3•h11n.O.C./ 2t5Angle CO /(Fig.t7 780108 7e31ba EBOID6 156DIDs 1696 as trl0 ins 5601D5 WA 760 IM 74810e 88019s tmzt5s 682IOs 88.5 ke 1410Ios OPENING,WHEN IT IS LOWER THAN THE MULLION Qd e� Z 1n CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.[TWILL YIELD A MINIMUM ANCHOR 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. r--1.266'-1 wotply titg with the Nlorida PvpI R Code 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. I Fxpp Da _ �Q•o FIGURE 1: I : 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �.51amf t Product C9atro1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2t-23. 2,116• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 71111 I I I If/, ANGLE CLIP MUST BE USED IN PAIRS. -125" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 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 6083-TS AND BE A MINIMUM OF A25" I •, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11•X.125•MULLION No.58705 ' LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ - THE MATERIAL.#10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - 6 S4/Ai F� G A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A e'9 Mullion Capacity Table([be ®!C* g+A 5 Opening Width(for verlicalVspannirg mUliorls)or Opening Height(far hod2ortaiVsparring mt/lions) '� a 501n 601n 701n 801n 001n 10D In Min 1401n 1601. Id o Recta. lar ft da Recta m Tm fN pR np. opal 8/010.8. Rectangular TreplTAeng. Rclengular Trep/16ang. RectengUm Traplatang. RectangUar 7rep/rdmg. Rectangular Trap?dang. Rxmngular hepRdang. Rectangular TrepRdenp. c � 3.26"30 Laadin9 Loafing LoaGmg Loafing Lcedng Lcoc, Laadng Loadn9 Loafing Loafing Loadn9 Loafing LaeSulg loafing Loafing Loafing Loafing Loadnv $i U DEO.AL1 '�•,. g 2> ,. ,g r@_ a yg8• py Lo BAY MULL �. �$. �• `� � �� O O c7� � i7 g it i!� � r c7 8 c9� c3 6 c3� 5 m .$J$ s �spy s" �y•-� s� );.$y¢ '$$$ Imo-• f drc fid fid K �Rc d F did 2 4112 d�8 f ds fE8 fdd �. da' f�. d 0 N�re W 121. 170.0 1320 170.0 435 170.0 744 170.0 478 170.0 Bhp 17o.0 608 170.0 992 170.0 510 170.0 1118 170.0 521 170.0 1240170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 149,1 1740 170.0 521 J W J 461. 170.0 708 170.0 524 170.0 850 170.0 564 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.6 1522 170.0 688 114.2 1522 170.0 880 50.6251. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 1842 1143 170.0 768 138.9 1413 170.0 768 117.3 1443 170.0 756 102.6 1443 170.0 768 W o 0 641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.5 IJ53 170.0 850 120.3 1357 170.0 881 103.1 1353 170.0 661 90.2 1353 170.0 861 co 601n 170.0 865 170.0 701 170.0 1053 170.0 787 167.0 1210 170.0 878 148.1 Me 170.0 aW 129.0 1218 159.8 938 116.0 1218 152.1 924 87.4 1218 140.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 I"• J J 631. 170.0 930 170.0 745 170.0 1116 170.0 850 1602 1150 168.6 033 131.4 1150 153.0 914 116.8 1150 ICA 898 105.1 1160 1342 8&5 67.8 1150 128.7 871 75.1 1150 1262 870 65.7 1150 1262 670 W � 60 in 170.0 974 170.0 789 1524 1048 165.8 6111 130.6 Me 146.8 681 114.3 1048 133.1 850 101.8 1046 123A 019 OIA 1048 1t6.6 630 76.2 1048 109.4 821 85.3 1018 108.2 818 57.1 1049 106.2 BIB m � Z (n $ 721. 140.8 860 147.8 764 117A 880 126.0 748 100.6 660 110.8 734 88.0 880 100.0 722 702 980 92.0 712 70.4 880 86.2 703 56.7 680 79.2 693 50.3 880 78.5 Bap 44.6 660 76.4 688 0 �o t� Z 75 In 119.7 700 125.1 690 89.8 790 106.4 678 85.5 790 93.3 663 74.6 790 83.9 652 68.5 790 76.9 6413 59.9 780 71.7 635 49.9 790 86.1 624 42.6 790 62.1 619 37.4 790 61.5 817 Q M 78 In 110.8 760 116.5 857 92.3 750 98.1 1144 79.1 750 85.8 W2 89.2 750 77.1 621 61.5 750 70.8 812 SSA 750 65.7 805 48.2 750 0.9.4 $94 39.6 750 56.2 588 31.6 760 55.5 588 z Q Q N O 901n 72.1 No 74.4 500 60.1 503 628 491 51.5 663 54.6 483 45.1 No 48.9 475 40.1 663 44.4 466 38.1 563 40.9 462 30.0 5W 3&2 452 25.8 563 33.3 445 22.5 663 31.8 442 Q m z 0 F W 951n 59.4 495 61.1 443 49.5 485 51.5 435 42A 495 44.8 427 37.1 495 38.9 421 33.0 495 38.1 415 28.7 495 332 409 24.8 495 29.1 100 21.2 495 26.8 391 18.6 405 25.0 390 � � f08in 41.7 391 42.6 353 34.8 391 35.9 348 29.6 391 31.1 312 20.1 391 27.6 337 -232 391 24.8 333 20.9 391 220 328 17.4 391 19.7 321 14.9 391 17.8 315 Y Y 111 In 38.4 370 39.2 335 32.0 370 33.0 330 27.6 37D 28.6 325 21.0 370 25.3 320 21.1 770 22.8 318 19.2 370 20.9 312 18.0 370 18.1 JOS F 0 (n 1201. 30.4 317 30.9 289 25.3 311 26.0 281 21.1 311 22.5 280 19.0 317 19.9 276 18.9 317 17.9 273 Q..M Q 0 0 EL 1441. 77.8 220 17.8 203 poi Z m0 S'.0 TABLE In ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Tablefibs) ANCHOR CAP.,,,,,,,,, __ d 9ubalmte: 2.7k Concrete 3.5k C000. Hollow CMU Fl9ed CMU PT Wood Motet (DP,)X( ANCHOR CAP.w, 5/16'Eko 1N'SS Ek.5/16'Elco 111'SS Elee MOSteel 012 Sleel 012 Sleel `MULLION CAP., ,.,, Anchor Clip Patterns Anchor Type: 311G Eko Ulaecon 111'Eka UlVacan UOacon 311V Ek.UlOacon I/V Elco Uluacon AgoreOator Ultmcon AgareGalor Screw(G5)screwlG5) Scmw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance fin? I. 2.112• r 2-112• 3-Ile' r 2-112• 1• 2-112' 2• 3-Is, Y 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmmt0nk 1-3/4' 1.314• 1374• 13/4' T 1-114' 1-114' 1-114- 1.1/4• t-i!1' 1-t/4' 2• 1318' 1 wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhors®51Mim O.C./(2)2x5An91e Clips I(Fig.1): 39010.5 3901bs 4501M 990 m5 77o0ms 2101bs 2801bs 3541bs 140lbs 374100 7zo les 9461bs 341 1b. 442105 5oe lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A1tcMrs®35'MI.O.C.I(2)2x5Angk Clips f(Rg.2): 70010.0 760 ms 780165 1670105 2525 1b. Soo lbs 56010.5 WA 11201bs 740 lbs 08010.5 189210.5 6821bs BBS lbs IIZO lbs CAPACITY(FROM THE TABLE)OF THE SELECTED O Anchms@2.71"M1a O.C./(2)2x6 Amte Gips I(Fig.3k 112010.5 1t2010s 9WIbs 22461bs 2254 FA WA 840 ms WA 1059lbs WA 13201Ds WA 1022 ms 132110.5 188010.5 MULLION.IT WILL YIELD A MINIM UM ANCHOR CAPACITY W HICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUL7 RIIVISED ANCHOR CAPACITY TABLE. a complyingwifh the Flo da FIGURE I• rluildlugOcct TABLE NOTES: ' )v0�e-a- (1te a 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. ` lem1 ode Pr act Lbhtrol 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. .125' \��� ON! LYNP/4, a a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30° � ''L10EIJS '•<<F` FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. F' F P 3.250' 7i NO.SD%OS 7` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ �c•��"�._� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T6 AND BEA MINIMUM OF.125' L {r a a THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 300 BAY JS LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND =U SL T(= MULLION -,/ T F. a a THE MATERIAL.#10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. (� '•,40RION•'' N, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. S'ONAL• A. %NIiNILL�R,P.E. FL P.E.#58705 TABLE 16A In W a Mullion Capacity Table Iba7R2 9W Opening Width(for verUr /-spannirgmtkions)orOpeningHeight(for horizonlaly-spennirgmlilions) 501n BO in 701n 601n 001n 1001n 1201n 1401n 1601n p Reclengelu Treprtden0. Recwnold TraprrdaGa. Reclan9alaz 7tepRdazq. Reelen914er Trap7Tdang. Reclan9ulaz Trep7ideng. Rectangular Trap'Mang. Rectangular Trap/Tdeng. Rectangular hapRdazlg. RecterlgBar Traprlden9. U 3.26"45 leafing Loadng LcednO Loadng Loadng Loadng Loadng Lcadng Loading Loadng Loadng Lowing Loe&ng Loadng Loadng Loadng Loadng Loadng cx g DEO.AL p x p x p x x g x x _ _ x x F �_ F g g R BAY MULL �' S ��. � i1.� $ � ��, �� � � � 13` 3 3 • N g g rn aME w 421n 170.0 620 170.0 435 J70.01 744 170.0 478 170.0 See 110.0 503 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 t70.O 1735 1 170.0 521 160.3 1671 170.0 521 J W 48 in 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 1170.0 830 163.7 1637 170.0 660 140.3 1637 170.0 680 122.8 1637 170.0 680 7 8 Z 110.625 In 170.0 747 INA 503 170.0 8% 170,0 331 170.0 1043 170.0 684 170.0 1185 170.0 723 170.0 t345 t70.O 747 170.0 1494 '170.0 756 147.1 1562 170.0 7S3 126.1 1552 170.0 758 110.4 1552 170.0 758 w -3 O CD 641n 170.0 787 110.0 312 170.0 We 170.0 681 170.0 1116 170.0 754 170.0 1275 170.0 B03 170.0 1434 170.0 837 155.2 1455 170.0 65e 129.3 1455 170.0 BBI 110.8 1455 170.0 681 07.0 1455 170.0 861 co C3 601" 170.0 8% 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 070 157.1 1300 170.0 944 139.7 1308 170.0 BBB 125.7 1309 163.5 984 104.8 1309 157.1 882 89.6 1308 157.1 982 76.6 1308 157.1 062 1- 83In 170,0 030 170.0 745 170.0 1116 170.0 850 162.0 1247 170.0 040 1425 1247 164.5 983 120.7 1247 152.6 905 114.0 1247 t44.3 9S2 85.0 1247 1362 033 MA 1247 135.7 035 71.3 1241 MS.? 935 7 CL m � cr 6e,In 170.0 074 170.0 789 170.0 1189 170.0 003 14eA 1190 103.7 905 128.0 1180 147.8 945 115.4 1190 138.5 920 103.9 1180 128.4 914 86.8 1100 119.5 898 74.2 ilea 118.1 693 64.9 1100 118.1 693 z J 72 In 161.8 1010 169.6 877 134.7 1010 144.6 859 115.4 1010 127.2 642 101.0 1010 114.7 828 89.8 1010 105.8 617 80.6 1010 BB.B 807 87.3 1010 90.6 795 57.7 1010 87.6 790 50.5 1010 87.7 789 7 J J Illw 137.1 003 143.0 702 114.5 BOB 1220 775 88.1 BOB 107.1 781 BS.B 9011 98.2 749 78.3 808 88.2 T3B 88.7 908 82.1 729 57.3 803 74.7 710 49.1 008 71.2 710 42.8 900 70.8 709 J Z Q r r E 78 In 127.1 081 1325 754 105.9 BBI 112.5 7311 90.6 881 88.0 725 79.{ 831 88.5 713 70.8 881 61.0 703 63.6 801 75.4 094 53.0 681 Be.l 681 458 801 84.5 875 39.7 031 67.7 872 Z Q Q C-11 O 90 N 827 618 65.4 574 68.9 848 721 564 59.1 648 62.0 554 51.7 1316 68.1 545 46.0 648 50.9 537 41.4 646 47.0 530 34.5 8411 41.S 519 295 648 38.2 511 25.8 040 3a.5 507 Q m Z F w ..o;� go 602 666 70.1 606 50.8 We 59.1 409 48,7 588 SIA 491 42.6 SW 45.8 483 37.8 568 41A 473 34.1 588 3B.1 470 28.4 5118 33A 459 24.3 568 30.5 452 21.3 568 28.7 447 (n LU h 1081n 47.9 449 48.0 405 39.9 440 41.2 399 34.2 449 35.7 383 28.8 44a 31.7 3B7 20.6 449 26.0 382 23.8 440 28,1 3T7 20.0 440 22.7 388 17.t 449 20.4 361 15.0 449 10.9 350 N 1111" 44.1 425 45.0 385 38.6 42S 37.8 370 31.5 425 328 373 27.6 425 28.1 361 24.5 425 28.2 382 71.1 425 24.0 358 18A 425 20.7 350 15.8 425 18.8 343 0' 0 � u) 1201" 34,0 384 35.5 331 20.1 331 20.13 328 24.0 384 25.8 321 21.8 334 22.8 317 i9A 304 20.5 313 17.5 354 18.7 309 U Q O Z- 144 1/41" 203 257 20.4 233 16.8 253 17.1 230 a$ Z (0 (n TABLE 160 m�m� ANCHOR CAPACITY ADJUSTMENT FORMULA: � Anchor Ca act Table(]be) ANCHORCAP.,",,,,-,` Substrate: 2.7k Concrete, 3.5k Cone. Hollow CMU Fined CMU PTWood Mewl (DP)XJ=ANCHORCAP.•a• 5/18'Elea, 1/4'SS Ek. 5116'Elco 114'SS Elea 810 Steel 912 Steel 012 Slee) MULLION CAP.,,",,,,, Anchor Clip Patterns Mchorrypa: 3116•Eko U tracm 1/4•Eko Ullman 116.. 3116•Eko Ultmoon 1144 Elco Ulescen A9gmGatw Ullmeon A99reGala screw(G5)So,"(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge oisw"ca(In7 1• 2-12• 1• tars• 3-118• 1' 2-12• /' 2-12' T 3-t/B' 24 0.45- 054• 0.324• CAPACITY REQUIRED°CORRESPONDING TO AN Embedmenl(fn): 1.3/4' 1-3/4• 1-314' 1.3/4' r 1414 1.114• 1-114• 1.114• 1411 1-114• 2• 1-16• tate• vades ACTUAL PRESSURE REQUIREMENT FOR THE 2AMrws@5-m1n.G.C./(2)Z15Ang1 Clips/(Fig.t): 390 lbs 3901bs 45010.1 8809, 170010.1 270109 2801bS 354113 740!be 37411, 720111 048111 34113 441 Iw 56013 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®3.5•Mtrt O.C./(2}235 An91e Capsf(Fi9.2): 760111 780163 7901s 16701b3 252515 5401be 560105 NIA 11201bs 748165 BBOIDs 1892 in 682115 8651hs 112011 CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors@2.IYh11n O.C.1(2)2a5An91-gips I(FIG.3): 112011a 11201bs 95811 2248lt; 225411 wA 640Ibs NIA 1059 lb, WA 1320115 wA 1022 am 1327 lbs 1660111 I MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE R FIGURE 1: ANCHOR CAPACITY TABLE. s mniplyinS with the Flort48 RUtTi,itilice 0 TABLE NOTES: AweplmmT10 / 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. F�,a9s�10t4Datc SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Nil 343 Product Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111111 I I I Ill 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ���� pN�..••••.. �((ll�� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125"Q. 7 ���.•''�,1GENSE '•,F,p �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �-•' ,•x • '� No.50705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED 'a T+ - • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125" -'0 '. ZG7 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT l k LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (� STATE <(/...........O • • THE MATERIAL 910&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. % (C G ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. NA1- ? A.LYuf�MILLER,P.E. FL P.E.#68705 1-1.000"-I --I 1.000" I-- 1.000• F--,.266• � $-kt o --j 1.000• 1.000• .125• I a .1zs• 2.750' 2.750' .125 3.125" .125• 3.188' LQ .125' .125' .125' 2.000' 2.000• 2'11Ci• N r266" L �r m I .125• Z wN rc 3775' .375' 650 1 I L - I I .900• T J S 1'X2'X.125'MULLION 1•X2•X.375'MULLION 1'X2.75'X.375'MULLION 1'X 2.75•X.650'MULLION 1'X 3.125'X.5'MULLION 1.25'X 3.188'X.265'MULLION 1.28'X2.11'X.125'MULLION 8063-T6 ALUM. 6063-T6 ALUM. 6063.76 ALUM. 0083-T6 ALUM. 6063-T6 ALUM. 6063-TB ALUM. 0063.78 ALUM. 0 XSECTION XSECTICN XSECTION X-SECTION X-SECTION XSECTION %SECTION Do Z O❑ F- Z M 07 .125• --11--.125- W Ir TABLE A W a m STANDARD CLIP I I 2XS ANGLE CLIP Dimension Value(in) For Mullion: 8083-TO ALUM. 6083-T6 ALUM. � 2.000• XSECTION 2.125" 2.000" XSECTION A 1.625 J d ddd rcZ U•CUP 1'X2'X.125' Q I I 6053-T6 ALUM. I .125' B 2.654 F-. L) .125' XSECTION L Aluminum ZZ Q)01 C 0.895 T ube Mulliion Q ..ZZZ r 23 D 0.740 Q @ J .125' 1.740" - A 1.126 1'X2'X.375' W 0 -I B 2.404 Aluminum U) 5.500' _ C 0.635 Tube Mullion () Q 3.125' CUTHERETO .375' I .37� �I_CREATE F-CLIP,SEE MIN. 5.000" •375'MIN. h- D 0.490 - a`� Z m MIN. DETAIL F.SHEET 4 I 8 .338'MIN. A 1.875 �_v m r-------� --------- -- --------------------- A, I I I I I A I U•CLIP A H--------i B 3.000 1"X2uminum b L. -_-..J -------- 6063-T6ALUM. `- '------------------� 2X5 ANGLE CLIP C 0.757 .375AIUminUm TOPVIEW 6063•TBALUM. D 1,118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E 1.450 Min. 6063-TB ALUM. DA SHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1"X2.75'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW ZHOLEMUSTLIE TER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 .650" SHEETS 5-17 FOR THEANCHOR O.C. HINTHEDASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER•1/16'. SHEETS 5-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE B RODUC.TRBVISBD DISTANCE.MAXIMUM POT Pert# A 2•000 i wraNi""wplllhe Florida ANCHOR HOLE 1"X3.125"X 5.500' .375' Mull Dimension(sheet B 2.837 u0dingCeN _ DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U•Cllp Angle Cllp .500'Alum arplencwNn .376' I MIN. DIAMETER+1/16. C 0.863 Tube Mull r MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M D 1.137 r-------------I------------� 1"X2"X.375"(6) 666006 666114M 6661119M 686244M 666512M A 2.626 parol ade Product Control j I i 1"X 2.75"X.376' 66607 666115M 8661120M 666246M 666513M 1.25•X 3.188' m B 3'282 X.265'Alum 1 I 1 e 1"X2.75"X.650"(8) 86608 666116M 6881121M 668248M 666514M c 0.862 D 1.782 Tube Mull \\\" 0 LYNN Lj7C,/7i�i i---i---i D i 1"X3.12b'X.500 (8) 88637M 8881118M 6681114M 666242M 666515M '' 1.28"X2.11' I i 1.25"X3.188"X.265"(12) 66641M 6661117M 6661113M 868241M 868516M A 1.813 .121°Alum u -' No.58705 �_ ------ 1 ---- 1.2&'X 2.11-X.125"(18) 69370 WA NIA WA 666517M ; - Tube Mull - 11 C OFFSETCLIP NOTES: '-�1•' ( 125, 6063-T6 ALUM. ' I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (�'•, ST TE OF .740'-h^�--I '�• '..fiCOR1O?;. 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. '���'�is`5'�ONA�- •� A.LYNN MI)JUE{2,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 --j 1.000• 1.000' 1.062'-1� n 740• .063' .385" �. .06z I I ' 125' -II'-.12s 062• .438• I I dg 4.000' 4.000• 4.000" 2.0 0� •125'STANDARD CLIP 2X5 ANGLE CLIP 2.825' 6063.76 ALUM. 2.125• 2.000' ---125' U-CLIP XSECTION 8063-T6 ALUM. u) I � I 6063-T6 ALUM. XSECTION .126' N .125" .125' •126" XSECTION N kIn .031 ON8 H 125' THIN THE LU •125 CENTER OF DASHED BOUNDARY.SEE SHEETS 5-0HOR HOLE MUST LIE 1 FOR THE j = .376' '155' .375• ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m �A U) HOLE DIAMETER:ANCHOR DIAMETER+1116'. 1'X 4'X.125* 1'X 4'X.375• V X 4'X.375' 5.500' m Z m OF MULLION MULLION 'T'-MULLION CIlr HERE TO 5.000" 375' Q t0 U) 6063-T6 ALUM. 6063-TB ALUM. 6083-T6 ALUM. 375• 3.125' . CREATE F-CLIP,SEE '375' �`MIN. a) J X-SECTION X-SECTION XSECTION DETAIL F.SHEET W y MIN. Z £ m 1.250' .375' ___________ _ - - CENTEROF r-------- i .375' 3 r-------� r-------� u1 I I ANCHOR HOLE j MIN. 0 Z 1.250' t26O" I MUST LIE WITHIN I I Q J a I I I I I THE DASHED 'zz t I I I I I F BOUNDARY.SEE j j Q Q Z N O SHEETS 5.20 FOR I 1 2.875'E I --- I I --- I THE ANCHOR O.C. F 1 --------I Pt r Z.. a0 0 3.94' i i i F DISTANCE., I I I MAXIMUM I I W I I I I ANCHOR HOLE I I 3.250• 3. I I I I I DIAMETER: F- J (A U) .100' 00' ANCHORLL------------- ?j.100' ______� �_______� ________� V QDIAMETER+1116'. QZQ-100• _ 2X5ANGLE CLIP4° 624' rL STANDARD CLIP U-CLIP 6063-T6 ALUM.6063-T6 ALUM. 6083-T6 ALUM. TOPVIEW y '�g•7 --i .820'I�T --1 .820" 1-- --1 .820' 1-- ZCrNE...F ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW HIN E DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25'X.624• 1.25'X 3.94'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value On) For Mullion: Dimension Value(in)For Mulllon: 6005•T5ALUM. 6008-T5ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER 1116'. 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.824' 3,g8g• 5.500' H 2.680 Aluminum H 1.438 Aluminum I 3000 Tube Mullion I 3.250 Tube Mullion 2.661' �\ 125,+ .375 ,376' F 3.187 1'X4'X F 2.625 1.25'X3.94• 1.877' MIN. 1.377-A -125' I O 0.757 .375' O 1.125 X.624• ADDUCT ___� r_______� H 2.430 Aluminum H 1.500 Aluminum wf-0apUSIOD& hel�rld?A�r I I I I I 3.000 Tube&'T' I 3.250 Tube Mullion a0GlaSCbdc F 2.250 1.25'X3.25' F 2.813 30'Ba Mull .125' I I i I I i I ft=NO G 0.760 X.100' F 2.875 451 Ba Mull .125' 45° 2.250• i i I I i i H 1.600 Aluminum 30° I 3.250 Tube Mullion ade Pio ua Conuol I H 3.250' I I 1 I I \\111111!/ 451 BAY MULLION 3.250' I I I I TABLE D 30'BAY MULLION 6083-TB ALUM. I I I L__ _____� Mull Dimension POT Part �`�\�O"� LYNN 417�`�i��/ 6063.78 ALUM. I X-SECTION (sheet#) Mullion Std.Clip Offset Clip U�IIp Angle Clip r�.•'\,\CENSC•'•.F� X-SECTION I I Q' 1'X4'X.125'(10) 69384 688111M 666112201 866241M 888518M '••�� G OFFSET CLIP Na.58705 7- I .125' 6063-T6 ALUM. 1'X4'X.375'(11) 66810 668112M 668112301 66624201 666519M -_ .228'-,�--,981'-� .226"J �,981'�1 TOPVIEW 1'X4'X.375'•T'(11) 88tS63 866112M 8801123M 886242M 666519M _ c _- NOTES: '7�� rb 1.25•X3.25'X.100•(13) 20160 6661127M 6661124M 6662410M 6685115M =-3•'• in�ct 1.25•X3.25'X.624•(14) 20181 U61128M 6681126M 6662411M 6MI16M }r/ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1,25•X3.94'X.824•(15) 20162 6661117M 8661126M 668241M 686517M �;�'t`�••.FLOR1pP.••'G\� �� 30 Deg"(19) 86649 WA WA WA 8885110M ",1910, L •• 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. NAU �. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 66850 WA WA WA 8665111M �! I, �� A.LYN<L MIEL�R,P.E. FL P.E1{58705 TABLE E Mull Dimension PGT Part 11 k (sheet#) Mullion Std.Clip U-Clip Angle Clip '1`' '125" -�f:125" -H 1.-,125• N 5LL 2"X4"X.25'(16) 66602 666261M 660271M 6665112M o ° 2"X6"X.25"(17) 66604 666262M 666272M 6665113M STANDARD CLIP UT U-CLIP 2X5 ANGLE CLIPF oie4i u 6063-T6 ALUM. 6063-T8 ALUM. 6063-T6 ALUM. 2.000' XSECTION 2.125X-SECTION 2.000" XSECTION NOTES: � I _ N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING '125" '125 125In Nm•W 16 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L - Z U 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE1I O .490"-� HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Z N 5.500" Ix CUT HERETO 5.000° _375' U1 U) O0 .375' 3.500" "'I CREATE F-CLIP, 2.000' r- .375• .375" MIN. m ZO co 00 SEE DETAIL F, 19 MIN. SHEET4 MIN. F z � Z � -- -------- -- -- i------ ---� 1 i---------------------i Z i g 1 I I I J a o U Z 4.000" i j I Q J .�- 4 3.438' + 3.438' i----- j I- U Q o .250'- 2'X4'X.26' 1 I I I I Z O (V MULLION I 1 3.438' I I Q Z-.Z 6063-T6 ALUM. I I 1 I E" Q s m p X-SECTION I I 1 .375• c) Z I Ui --I-- ---� - L------------ ----� MIN. W O Ix J U) L_ STANDARD CLIP 2X5ANGLECLIP U Q O 0 U•CLIP,6063-TIAL" Q-. Z O CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2"X 4•MULLION.SHEET i6 CENTER OF ANCHOR HOLE MUST LIE 6063.78 ALUM. g` �O O •2r�0° WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW k, SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. D_ DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE,MAXIMUM ANCHOR HOLE w o -a 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 CUT HERETO DIAMETER:ANCHOR DIAMETER"1/16". 5.000" 2.000°- 3.500"-- CREATE F-CLIP, .375 rY SEE DETAIL F, •MIN. .375• MIN. r-SHEET4 MIN. MIN. .375' I I I 1 I i I COBVIyft with the Florida ding 14- �S. 1 I 1 I I I D'sto , I I 1 I I I Product ontrol .250' 6.000' Q -=- -�-- --i 4.688' � r 5.438' E + -------I ! i j1ltlnrr/ I 5.438' I 6.438' LYNN 2'X6"X.2S I I I I `�,�'�,•'VIGENSF''•�� �� MULLION I I I I 6063-T6ALUM. I I I j j )'C 140.58705 1C XSECTION I .375' `-------- ---I--- -- J ---I- L---------------------T MIN. TATE OF .FCORIOP'.•'•C�ve� .250' STANDARD CLIP U-CLIP 2X5 ANGLE CLIP C`�S'• 60TOP VIEW USED FOR 2'X 6 ?MULLION,SHEET 17 60TOPV EWALUM. 8/0NA //// �- �`r TOPVIEW A.LYNN MILLET,P.E, FL P.E.a 58705 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 ASF. 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 TABLES 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/-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. k� Q FENESTRATION oETAEi5, FROM TABLE 3A,SHEET 7,THE 1-X 2.75"X.375'MULLION(LENGTH-72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD aa 00 0 FOR THIS APPLICATION. s a PRODUCTS NOT BE SUITABLE SHEETS o APPROVAL.. 23 9FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72,OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE $ 2 72' MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. L cV 2)USE TABLE 48 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 g$5 CD SE4 ANGLE CLIPS WITH(4)N12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. In i4N s DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 23 0 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 J UJ INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ M It= U) IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+7-60.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, Ill O 32 MIC-HORS-{T I�NDO�W SIL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD NAVE BEEN USE;TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR EXACT DESIGN PRESSURE p1-60 PSF: Im M --I RI^LULL WIDTH 636 UBS F co OPENING WIDTH (60 PSF)X(72.7 PSF)=524.9 LBS (MAYBE USED TO QUAUFY N 10 STEEL SCREWS FROM TABLE 4B) _ Z THEz � DES GN PRESSURE 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 REQUIRESA ' W DESIGN PRESSURE OF+50.0lS5.0 PSF. FOR THE VERTICAL MULLION: ,- H 4 rn 0 i)INITIALLY ASSUMING THAT A 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 2 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL 1' °0 EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOTSHOW THE EXACT SIZE,USE THE NEXT LARGER SIZEAVAILABLE. No or MULLWIDTH FROM TABLE 3A,SHEET T,THE 1'X 2.75-X,375-MU LLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REWIRED,HOWEVER THE DESIGN PRESSURE IS+1.15.1 PSF Ix /X r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(LENGTH=.108',OPENING WIDTH=80')HAS ADESIGN PRESSURE OF+1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS '�.. y O O SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 0. m O x0 SEE DETAILS, g 0 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 s Qa -1 PRODUCTS AL ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCAB�E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.112'+35.1/2'+2'=73`). I ' j 2)USE TABLE 12B 70 FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED vERTlOAt I _ t CONCRETE HEADER AND SILL ARE S"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MGTM �"�SEE SEE USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND a DETAILS. DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LES. OPENING SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BEA 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER U IO J2, � MULLION TYPE COULD BE CHOSEN. ! RODUCTRBVISED MU ION �/j // 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'-72!L+2* sonyllyBlg whit the FkxlEa+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL TRIANGULAR LOADING MAYBE °OdloB COde USED.FROM TABLE 12A,SHEET 16,THE 2-X 0 X.250-MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LOS. SEE DETAILS, 2)USE TABLE 12B 70 FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' SHEETS 1iM^�ITadL ProdnCI COnV01 "� g3 WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B',I CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH L (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED "1111101 ANCHOR CAPACITY OF 521 LBS. LYNN L'OPENING ULL HORIZ.LENGT _„I� ULL HORILENG. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR ti 'LN `�,.\CENuu LENGTH MULL LENGTH CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS,WHICH IS GREATER,ANO THEREFORE SUITABLE,FOR THE REQUIRED At1CHOR CAPACITY REWIREM€NT p1-521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. No.58705 -�I{ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS; _ +1.84.7 PSF FROM THE VERTICAL MULLION; _ - +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; O "'` 1�? t S Q` *170.0 PSF FROM THE 30'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). %�O t ATE OF ••�� THE LOWEST DESIGN PRESSURE IS+/-64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. %'f •, !'LOR10F .�C VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION CS`S�pf�1����t� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED!N A.SY NAIL- ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: N I �ukr! I PW PW �o PW I I to _ - Z N m LL SH/DH SH/DH SH/DH SHIDH PW PW ZcoN I F / � m U) LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION t I / / / J SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED J DOOR - 1 SGD z j LOADING OF VERTICAL MULLION bW PW I J LLJ o iz I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a �— d• PW Q rn o QQ N I Q X..z a0 p I PW PW PIN W 0 ao�� � o � PW SHIDH SHIDH I -- _. . - _— U O Q ----- SH/DH SHIDH t Q••J Z 4 i I 101 � SHIDH � ��go m� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION I PA HINGED I NOTES: DOOR PW PW I RODUCTll with le •cldina cillo We Florida --" --— 1 1)DRAWINGS ARE ulding Curio _,/1 g©^ 1 RERESENTATIONS OF TYPICAL a�planceNo 1 1 PW CONFIGURATIONS. Do?o PW CONFIGURATIONS NOT SHOWN O o MAYBE EXTRAPOLATED FROM Vwjbauda0dpftf Ooa THOSE SHOWN. I 2)IF THE LOADING TYPE CANNOT ((v I BE DETERMINED,USE \` 1 PW : ��� .•�pEP:S ''•�F� I RECTANGULAR LOADING PW . Q.•'• & PW _ •'.)c �ti 1 / 3)SEE PRODUCTS'APPROVAL FOR _ No.55705 17 ACTUAL ANCHOR LOCATIONS. N LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIO {r ry PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I "—t �t I SGD / '.��••.. *CAa�V�S �.l. W I LOADING OF HORIZONTAL A.LY LOADING OF VERTICAL A.LYNN MIULE{2,.P.E. MULLION MULLION FL P.E.#58705 Florida Building Code Online Page 1 of 3 6,41 a R 7°" Fi�, ..# t BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications ; FBC Staff ? BCIS Site Map Links i Search 1cl#G�d� � '1 �t Busines Y{y)) Professional 7� ' ERubicUser vol USER: : u'ati€ n Product Arnrova!Menu>Product or Application Search>Application List>Application Detail FL# Application Type Revision Code Version LM Application Status IMPOMM *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email 7 logy Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski irosowski@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 Subcategory Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE i Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year _ AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsbCUITKel2ODu... 2/2/20161 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/07/2015 Date Validated 10/08/2015 Date Pending FBC Approval Date Approved 10/11/2015 Summary of Products FL# Model,Number or Name Description 1435.1 ISH-200 Aluminum Single Hung Window(Std.Meeting Rail,inc.Pass-Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC Certification SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 1117 I1 SH-200.edf l and anchorage information.The Pass-Thru version was not tested for Verified By:A.Lynn Miller,PE 58705 water infiltration. Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-200 E•valuation.pdf Created by Independent Third Party:No 1435.2 ISH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC Certification 20011D.pm Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-200HD.pdf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-Z001-ID Evaluabon.pcif Created by Independent Third Party:No 1435.3 ISH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL?.435 R1.7 C CAC SH-400 Certifications.pcif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size F1-3435 R17 IT SH-400c.pdr and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-400c Evaluation.odf Created by Independent Third Party:No 1435.4 ISH-500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL A1.5,.,,:2„77,__C,-_C:AC SH$Q - O Ce, LE,P :i.,tjien Rl�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date _ Impact Resistant:Yes 08/27/2016 ' Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-500c.pdf and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party:No Evaluation Reports FL1435 R1.7 AE SH-500c Evaluation.pdf Created by Independent Third Party:No 1435.5 MINROWWinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-800 Certification.ocif Approved for u HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resist. 09/07/2017 Design Pressur . Ins allati. n.I Other:Please see the Installation Instructions for design pressure,siz and anchorage information. i y. n i er, .E.58705 Created by Independent Third Party:No Evaluation Reports f7.435 , _ _valtES -3GEia$i,Gn,;pc! i Created by Independent Third Party:No 1435.6 SH-5400 EnergyVue Vinyl Single Hung Window { Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-5400 Certification..odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-5400.pdf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-5400 Evaluation.pdf Created by Independent Third Party:No 1435.7 SH-5500 WinGuard Vinyl Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC 5H-5500 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 I*_ SH-5500.0 and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-5500 Evaluation-pd Created by Independent Third Party:No http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120Du... 2/2/2016 Florida Building Code Online Page 3 of 3 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 mall.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: eCts:cK SCCU YIt'AVY6 MC-S, ;r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODu... 2/2/2016 GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS&SPACING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/2" ADD 1 ANCHOR ADD 1 ANCHOR THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 53-1/8"MAX.TIP-TO-TIP -- — 53-1/8"MAX.TIP-TO-TIP �-- INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MID-SPAN --- I,�_ AT MID-SPAN '— 52-1/8"MAX.BUCK j FOR WIN>39" —52-1/8"MAX.BUCK 17-3/4" DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. FOR WIN>39" \.\ I _17-3/4" ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 'i I MAX MAX ------------- — 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM 3-518"MAX I 3-518"MAX CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDINGI I I FINISH OR STUCCO). I / ' 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT i i 7-1/2"MAX _ / 7-1/2"MAX IS NOT FLUSH TO THE SUBSTRATE.USING SHIMS 76"MAX. TI{ CAPABLE OF TRANSFERRING APPLIED LOADS. TIP-TO-TIP 1 _— 75" 76"MAX. 75" 5)ANCHORS SHALL BE COATED OR CORROSION T I I MAX TIP-TO-TIP MAX RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10_1/6„ I I DISSIMILAR MATERIALS SHALL BE PROTECTED AS I I BUCK BUCK REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE AI 10-1/8" PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. MAX I 6)ADHESIVE SEALANT SHALL BE USED BETWEEN —I _ J— / 7-1/2"MAX SUBSTRATE AND FLANGE OR FIN.OVERALL j / j 7-1l2"MAX j / SEALING/FLASHING STRATEGY FOR WATER RESISTANCE — OF INSTALLATION SHALL BE DONE BY OTHERS. II_ .� I / 7)MATERIALS USED FOR ANCHOR EVALUATIONS WEREI I 3-5/8"MAX SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE L3-5/�8"MAX MASONRY UNITS COMPLYING WITH ASTM C-9D.GLAZING COMPLIES WITH ASTM E1300. FLANGE FRAME, FLANGE FRAME 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS EQUAL-LITE SASH SME ORIEL SASH STYLE ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. TABLE 2: 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE Min.Edge Min. TABLES,ALWAYS ROUND UP TO THE NEXT LARGER Anchor Type Substrate Dist. Embedment VALUE. Wood(Southern Pine) 1/7 13/8" Steel Stud Gr 33 3/8" .045(18 GA) #12 Steel SMS Aluminum-606'-T5 3/8" 1/B' TABLE 1: Steel.A38 3/8" 1/9" - ' t Butk Size Design Pressure Certification T�st Sash Style Options Width Hei h NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL. a or Oriel 80 150 Ra.1Reinf.,TP.Glass 76462.01 �,,luntr,;r ���d.ON�• "" �'�<<<�/% J.ROSOWSKI 03/16/11 ALUMINUM �S MEMIAtMFPC errrosxrr C `1•._NJ� ..9 Arm PRDPRETARY.AON]RlRMOFTNIS oonAexrwreeuwwmwoa w -,f DMUMNRrmUr71EDV M1d17Br FOURS OFMIv"Ma.. } _ - ® oUagoaue i I D 6 IS 1070 TECHNOLOGY DRIVE I JNOKOMIS,FL 34275 T� ST:IF.OF FL CERT.OF SINGLE HUNG INSTALLATION F'C r:,F:1UF'•• A.Lynn Miller,P.E. 6iOa110 �` �"� a""trO Aa wr. 1 ...1/�)P�AL-"••' P.E.#58705 SH- 800 NTS 1f 2 3031116JR t EDGE DISTANCE LBS TE �/�r EMBEDMENT. SHIM EXTERIOR BST EMBEDMENT� / � � / / ANCHOR SUBST r MEETING RAW 1 XWOOD I RAIL— SHIM _ \.�. (MUST BE SHIM 1 FLATHEAD) EXTERIORIiA EXTERIOR ANCHORS / L\ ABOVE­/ MEETING FLANGE FRAME, FLANGE FRAME, FLANGE FRAME_, RAIL JAMB INSTALLATION HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (DIRECTLY TO SUBSTRATE) (USING 1X WOODSTRIP) 7 vnl SUE3STRAjE j ? ANCHOR //� ExTEwoR BELOW / MEETING RAIL (MUST BE FLATHEAD) C� > EXTERIOR . EXTERIOR Z NO I S( ANCHORS NO REQUIRED ANCHORS \ ANCHORS ABOVE__ REQUIRED - 1X SHIM 9 I' MEETING WOOD LJ RAIL _ FLANGE FRAME .`.•.l . ... /,. SHIM SHIM P i JAMB INSTALLATION :�Cli;- `�.' I (USING 1X WOODSTRIP) ``G�r1J� 1X WOOD _ _ .;i0`• " 1 UB RAT — , �pr6 Is FLANGE FRAME SU TRA#E � ..... .. SILL INSTALLATION -- O\li�ti•• DIRECTLY TO SUBSTRATE .', ( ) FLANGE FRAME_ w.."er oa.� wrix "e ^°+°®°''°ewT"wrt"°® SILL INSTALLATION J.ROSOWSKI 03/15/11 ALUMINUM Pcw�,�cayswwcavwsm (USING 1X WOODSTRIP) mer aar rm.tau co wrm� cAw ,wrrow�mwvr r�mxasm w+urte� INSTALLATION NOTES: 'ww0m`° ' ® tworomc I 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 2)FOR SMOOTH SASH OPERATION,THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS.FOR 1070 TECHNOLOGY DRIVE ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKOFL 34275 OF AU7H.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BEI/4FL CERT. '. I 4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. �''• srox a'" j P.E.1158705 SH-800 NTS 2 of 2 3031511JR { i MIAMI'DADE MIAMI-RADE COUNTY RIM, 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.minmidade.eov/economy 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(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series' �'�.- Oil1620`Alnminnm :Lire i,ndo Nei! APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0502.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0528.27 CAM COUNTY Ira#Uri � te: Y a y �,24 � ' pprova ate: August 20 0 j Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 13-0502.04) 2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, 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 an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-1114.17) 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3834 and FTL-3847,dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) C. CALCULATIONS 1. p 1 „�o,s lana s' , eom - � ` 0 , dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Pe z,P.E. Product Control xan finer NOA No.1 -T 28.27 Expiration Date: February 19,2019 Approval Date: August 20 2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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-51' Edition (2014), dated May 20,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, 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. (Submitted under previous NOA No. .13-0502.04) 4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.02) G. OTHERS 1. Notice of Acceptance No. 13-0502.04,issued to PGT Industries for their Series "PW- 701/620"Aluminum Fixed Window-N.I." approved on 07/18/13 and expiring on 02/19/19. Manuel P z, E. Product Contro xa iner NOA No. 28.27 Expiration Date: February 19,2019 Approval Date: August 202015 E-2 TABLE 2: + Window Design Pressure(+J-,Oaf)for Glass Typo 1 on$S de M 67-7/8 72 76 60 84 88 92 96 100 104 109.112 112 116 120 124 128 132 138 1010 144 30 +1001-750 +7001-150 +7001-14$.5+100/.147.7+1001-146.1+100/-144.7*1001-141.9+1001-138.4+10M-135.4+1001.132.8+4001-129.6+10M-128.8+100/-126.8 0/00/-125.4 +100/424 +1001-122.61+100/.121.5+100/.120.5+1001.119.8+1001-it8.8 32 +1001-147.2+1001-144.6+1001.142.5 8001-140.6+1001-137.5+100t•131.7+1001-127.7+1001-123.4+1007.120.3 tLoot-i . +1001.714.8+1W-113.8 +100+-112 +1007.110.4 71001-108.9+1001-107.6+1001-106.5+100/-105.8 71001-704.5+1001-103.6 34 +1001.141.3+100/-138.6+1001-138.4+1001-134.5+1001-128.1+1001-122.3+1001.117.7 0OW-113.9+1001.110.1+1001-106.8+1001.103.4+100'-102.2+7001-100.4 +/-99 +/-97.4 +148,2 +135 +133.9 +133 +1-02 36 +7001-138.7+1001-133.3 +1001-731 71007-129 71001.123.4+1001.117.3+7001-711.8+1001-706.4 77001.102.6 +1.99.7 +/-98 +t-94.01 +!•92.2 +t-90.1 +/•88 +!•88.8 +/•85.2 +7J�1 7733 t/-87.6 PRODUCT.REVISED 38 +1001-131.6+1001-128.7 7100/.128.3+140/.124.2+100/.121.7+1001-175.1+1001-107.8+1001.102.5 +138.4 +l-94.5 +/-90 +/47.9 +1$5.2 +1.83 +-1•01.4 +/-79.8 +/-78.4 +1.77.2 -/-76.2 +/-75 as complying Will01e Florida Building Code 40 +100/-127.8+1 -124.6+1001.122.1 +1001-020 +1007-118.1+1001-113.9+10{X-106.8+100/-100.8 +7-98.7 +191.6 +1.85.4 +1.83.4 +1.81.! +7-78.8 t1-71.8 +170.3 +1-88.6 ACttytanee No 15'Or528.1 42 +100/-12.4,1 0/001.121 +100/-118.4+1001.116.2+1001-714.3+100/.112.8 71001-108.2+1001-100.8 +1.95.3 889.9 8.83.4 /-81.4 +/•78.7 1.76.1 +/.73.5 t/75 +/-73.4+(•71.2 +189 +/87 +(85.2 +1.83.4 B imtien DatC 2 44 +1001421 +1001-117.8+1011-115.2+1001-112.9+1001-110.9+1001-709.1+7071-100.8+1001-100.7 +/35.4 +1.89.9 +(82.8 +1.80.8 +177.6 +1.748 +/-71.6 +1.88.5 7/•65.9 +1-63.4 +Imets- +1.66.6 46 +10W-118.4 +1001-115 +100-112.2+1001.109.8+1001407.8 +1001.106 +1001-104.31+1001-101.1 +1-95.7 +f-90.3 -132.8 +1-80.6 +1.77.4 +1-74 +1,70.3 +1.67.2 +183.9 +/81.7 +180.4 +/-58.0 By 48 +IDW-116 +/001-112.5+IOM-109.6+100/-707.1 +1001-105 +1 .103.1+1001401.5 +1-100 +1-96.3 +1-90.8 +183.2 +1$1.1 +1-77.5 +1-74 +1-70.5 tt 88.6 +1.83 +181.4 ItS9,6 tt-St8 Miam1 n e Product ur 50 +1001-114 +1001-110.3+1001-107.3+1001-104.7+100/-102.6+1001-700.6 +/-98.9 +/-97.4 a/48 +131.4 +483.8 +/.81.8 ;(-78.2 874.8 ;/70.9 +1.67.3 +153.2 +f-01 +159,4 52 +100f-172.2+1001-108.4+1001-105.2+1001-1026+1001-100.3 +138.3 +138.6 +134.9 +133.8 +142 +154.13 +1.62 +1-78.6 71-75.3 +1-71.8 +157.8 +1-64 +181.4 Q m 54 +7001-110.7+100/-106.7+1001-103.4+700/-100.6 +/38.2 +/-96.2 +1-94.4 +/-920 +1-91.3 +/-90 +1$5.2 +152.4 +1.78.8 +-75.8 +/-72.2 +/.68.6 +154.8 NO CHANGE THIS SHEET 58 +100/-109.4 11001-705.2+7001-t0t.8 +13&9 +136.4 +t-94.3 71.92A +/-90.8 +159.3 r/.88 +155.4 +152.7 71.79.2 +1.76 t1-72.6 +159.4 m SB +1001-1084+IOW-103.9+1001-100.4 +1.97,4 +/-94.8 t/-92.8 +/-90.8 +/38.9 +/87.4 +/86.1 +1.04.2 +182.3 +1.79.3 #76 +/-72.0 60 +IOM-107.5+1001-102.9 +/39.1 +/-96 +133.3 +131 -189 +157.3 +/8.5.7 +184.3 +1528 +/.81.4 +1.78.7 H-Tt3 a 62 +10W-106.9 +100/.102 +/•98.1 +1-94.0 +1.92 +189,6 +/87.6 -155.8 +184.2 +182.7 -f-8t +/-80.3 84 +100/-106.4 t1QW-701.3 +1-97.2 +1-93.8 +(-g0,$ +(-86.4 +188.3 +/.84.4 +1827 7/$1.3 +1.79.5 N-78.8 68 +1001-106.1+1001-100.7 +/-96.4 +1328 +189.6 ;187.3 +185.1 +183.1 +181.4 +/-78,9 67-718 +100/-108.1+1001-100.3 +/35.6 +/-92.1 0/.89 +/86.3 +1-54 +/.62 +1-80.3 M Y Q NOTES: > a 3 •ane 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT f'FROM THE TIP-70-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. � _ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. T - 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N O y N D O_j ih- O _Z =8 O ,z LL N U- co J uMo a TABLE DIMENSIONS MAYBE U U x� o p ORIENTED VERTICALLY OR uD1I y 02 5 -7 HORIZONTALLY AS SHOWN, a ttt 03 X 09 at�0 LONG p O O SIDE .-2. d Z 0 w k �- LONG SIDE ,J O 7- N 3116'TEMPERED GLASS + SHORT $ to W 7+ag5 SIDE /� SHORT ® N USED AT CURVED �-•- -4 SIDE Q Z FRAME MEMBERS ONLY 29 5/8+ Q C3 1010' ajon @ 11-716"O.C.MAX, GLASS SITE Z 0. LONG SIDE (wry - T- w U� EXTERIOR + O _X W p- C-i 20 13 SHORT Jj LL 0 v- SIDE f/ LONG aAr( nra0 sa/.a5 SIDE GLASS TYPE i NV iLYNNIdy���i,�. SHORT ' No.58705 ,* r SIDE ,r%i S'910NA1..EZ G?` 111(}1!111\\\ A.LYNN MILLER,RE REA 58705 1 TABLE 3: Window Design Pressure(+i-,pet)for Glass Type 2 Long SI(Te on) ME=18 72 76 00 84 88 92 96 100 104 109.112 112 1% 120 124 128 132 138 140 144 30 +1001-150 +1001-150 +1001-149,6+1001-147.7+100/-148.1+1001.144.7+1001.143.4+100/-142.2+5001.141.2+1001.140.2 x1001.139 +100/438.6+1001-137.8+1001-137.1+1007.13&6+1001.135.9+100/-135.4+100/.134.9+1001-134.4-toot-133.9 32 a1007-147.2 at001-144.6+1001-142.5+100'-140.8 1100'-139 12001-137.5+i0a-138.2 +50CY-135 aSON-133.9 +100+-133 +1001-031.7+!007-131.3+100!-130.5_1100/1-29.8+tO 12-129,2+1001-528.8 +1001-128 +/0 27.27.5_140-WI27 +1001-526.5 +QO1-141.3+1001-130.6+1001.136.4+1001.134.5+100/-132.7+1001-431.2+1D01.129.9+1001-128.7+1001.127.6+4001.126.6+1001-425.3+10W-124.8+tool-124.1+100/423.4+100/-122.7+100/-122.1+4001-121.5 +1001-121 +5001-120.5 +1001-120 ' - 001-133.3 +1001-131 +1001-128 +SOW-527.3+SOW-425,7+1001-124.3+1001-123.1 +2001.122 +1001-120.9 ttQO!-179.7 1140+-119.4+1001-558,4 11001417.8 +1001-SIT +4001-116.4+1001-215.8 vtOW-115.3+1001-114.8+/001-054.2 PRODUCT'RBV(SBD 001.428.7 0001.128.3+1091.124.2+1001-122.4+1001-120.8+1001-119.4+100/•146.1 +100/-117 +100/•!15.9+4001.114.8+1001114.1+1001.113.3+IODI.112.6+100/-111.9+7001-111.3+tool-110.7+IOW-110.1+IMI-108.8+100/-107.4 as com I n withftFkft 40 1!001-i2T.$+1061-124.6+100.'-4221 +1001-120 +4001-118.1 7;71-0(y-116.6 11001.125 +1001113.7+1�-112.5+1001-114.4+1001.110.1 rte-109.$+1801-tQ8.8+tOOt•16T.T 11601-105.5+1001.103.4 +2001-102 TI -100,6 +1-99.4 +1-98 [}vildi g�Code 115.0 26 AT 42 +10 01-1211 NOW-121 +1001-110.4+4001.41&2+IOW-114.3+1001-112.8+100/-111.1 1400/-109.7+1001-000.5+1001.107.4+100/-106.1+1001-405.5+100/-103.6+1001.400.9 */-96.7 +/-98.6 +/•94.9 _;7_93- 101-147 1.93.2 +/-92.8 +/-90 Acceptance No {, 44 01001421 +tool-117.6+4001-115.2+1001-412.9+toot-110.9+1001-109.4+toot-507.5+4001-106.1+1001-104.9+IOW-10,'4.8+4401-102.4+SOW-101.8 +1.99.2 +1.08.1 +1.93.6 +1-909 +/-88.7 +t-88.5 +1 4.8 +1.83 C fmilon Dale lei 46 +1001-418.4 +1001-115 +1001-112.2+1001-109.8+1001-i07.8 +100/-106 +1001-104.3+SOW-102.9+1001-101.8+iDW-100.5 +1.99.1 +/.98.5 +/-96 +/-02.5 0.89.1 +1-88.3 1 +1-83.7 +181.8 +140.2 +/-78.6 48 +1001-115 +1001-1125+IOW-109.6+1001-007.1 +1001-105 +1401-103.4+4001-101.5 +1-100 +/-913.7 +/•97.5 +696.1 +1-95.5 +1-94 :!•89.8 +1-862 +1.83 aJ•80.8 rf-79 +t-77.1 0_75BY MI= ede, cl ,C 50 +100/-114 +1001-116.3+4001-107.3+1001-104.7;1001-102.5+1001-00.6 +1.98,8 +187.4 +t-96 +1-94.8 +!•93.3 +/•92.7 +1.91.8 71.88.7 +/-84 +/•81.6 +/-79.1 +/-76.7 1 +1.74.7 N 52 +1001-112.2+IM-108.4+1001-105.2+5001-102.6+4001-400.3 WW3 +1.98.5 +1-94.9 71-93.6 +192,3 +/-90.8 +690.2 +1-89.2 *!•884 +103.8 0.8 +/-782 +/-75.6 +/-944 11654 +IOW-110.7+101-106.7+1001.103.4-1001-100.6 +1-98.2 +1.96.2 8 . 6. Q +/-84.1 +1.80,8 +1-77.8 a NO CHANGE THIS SHEET 56 +10(Y409.4+1001-105.2+1001-101.6 +1-98.9 +698.4 +1-94.3 +t-92.4 +1.90.8 +/•89.3 +1.88 +/-88.4 +1.85.7 +1.84.7 +/-63.9 +683 7184.2 58 000-108,4+1001-103.9+1001-100.4 +/-97,4 +1.94.8 +1-92,6 +1.90.6 +/-88.9 +l-87,4 +/-88.1 +1-84.4 +/•63.8 +1.82.8 +1.81.8 +/-Bi m $0 NOW-107.5+1001-102.9 +699.1 +1.98 +1-93.3 +1-91 +1-09 +/{p.3 +185.7 +1.84.3 +7/.82,8 +782 +180.9 +/80 82 +1001-106.9 +1001-102 +1.98.1 +/.94.8 +1-92 +1$9,8 --;7/87.8 +1-85,8 +1$4.2 --T/:F2 7 +/.81 +/$D.3 +679.2 ct 64 01001-108.4+500/•101.3 +697.2 +183.8 +1.90.9 +/88.4 H86.3 +184.4 +182.7 +/81.3 +1.79.5 1!•78.8 a +IOW-108.1+100/-100.7 +1-96.4 +692.8 +189.8 +W.31(81.4 +/-79.9 L6:7!11:8:1+1001-106.11+100/-100.31 +/-95.8 +1.92.1 +189 +18&3 +184 +182 +/80.3 7/-78.7 M Y d NOTES: ll1 a N �aq 5)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 7 _ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Itr 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, }-to e oq G7 `+ OtV a In 'a _j0 01) o z a m s z LL � co -I uxo� TABLE DIMENSIONS MAY BE U x V) p ORIENTED VERTICALLY OR Ul z O M E{ Z) 'oN HORIZONTALLY AS SHOWN. W m O '1 C4 OruQ LONG Z .2 m O N ,. �SIDE " h N W �- LONG SIDE -••- .F/ Q T_ 1 1 a p SHORT �LL t7? W taays 4 SIDE ® Ei z W t1 SHORT " = f/0 USEDATCURVED SIDE O 2 z FRAME MEMBERS ONLY 2gPr ajn�g @ 11-7/8'O.C.MAX. GLASS SITE zQ. O § z cav 1-3 �- LONG SIDE --�i O c) a? EXTERIOR W 3 SHORT LL SIDE �j LONG at!?t 'asaq sauas y/ SIDE 44144141 i1(11x7, LYNN V IC + x: k SHORT No.56705 SIDE 4 6 1s Ute'. TE O• 11! C�� '•F�ORIDh.•'�'Z',� 111110, A.LYNN MILLER,P.E. P,Eq 68706 TABLE 4: Window Design Pressure(+t-,pal)for Glass Type 3 Lona Side 8n 87.716 72 76 80 64 88 92 96 100 104 i09.112 112 lis 120 124 128 132 136 140 144 30 +1001-150 NO01-150 x100.149.5+1001-147.7+1001-146.1+1001-144.7 NON-143.4+100/-142.2+500-141.2+100/-140.2 +100!•139 +1001.138.8+100/-137.8+1001.137,1 x100138.5+1001-135.9+1001-135.4 7100-134.9+1001-134.4+1001.133.9 32 +1001.147.2+100-144.6+1001-142.5+10N•t40.6 +1001-139 +100-137.5+100-t36.2 +1001.135 +100.133.9 +100-t33 +100-131.7+100-131.3+100-130.5+1001.129.8+100-129.2+1001-128.8 +1001-528 +100-127.5 +1001-127 +500-128.5 34 +100.141.3+100-138.6+1001-136.4+100'•134.5+1001.132.7+100-131.2+1001-129.9+1001-128.7+100-127.8+100.128.6+100.125.3+1001-124.8+100/•124.7+100/-123.4+1001-122.7+100/-122.1+1001-121.6 +100-121 +1001-120.5 +100.120 38 x100.138.5+100.133.3 x500-131 +1001-129 +1001-127,3+10p+_t25.7+100-124.3+1001-123.1 +100-122 +100%120.9+1001-119.7+500-519.1 x100-118.4+1001.117.6 +1001-117 +100-71&4+1001-115.8+100-115.3+700-114.6+1001-114.2 PRODUCIIREVISED 36 +1001-131,6+100-128.7 000/.126.3+100.124.2+1110/-122.4+100-120.8+100-119.4+100/-118.1 +1001.117 +700.115.9+1ON•114.6+700.114.1+1001-113.i;'1001 1-12.6+100.111.9-100/•111.3+1001-110.7 0001-110.1+1001-109.6+100f-109,1 nS mmPIyinSvf ihaFImf& 40 +100.127.8+500-124.6+100-122.1 +100.720 +1001-118.1+100-116.5 +1001-115 +tON-013.7+100+-1 t2.5+100-111.4+1001-110.1 at00-109-6+1001-108.8 +100-100 +100-107.3+1001-106.7+1001-106.1+16a4MS +100-005 +1001-104.5 3,ilding Cada 42 000.124:1 +1001.121 +100-176.4 x100.118.2+1001-114.3+1001-112.6+100-111.1+1001-109.7+1001-106.5+100/-507.4+1001.106.7+100-005.5+100/-104.7+100.103.9+1001.103.2+100-102.5+700-101.9+100-101.4+1001-100.8+ION-100. Acaptancro No 44 +1001-121 +1001-117.6+1001-715.2+100-112.9 NON-t50.9+100-109.1+100-10Zfi+100-106.7 000-104.9+100-103.8+1001- Gx iratian Data 19 c 702.4+100-101.8 +100.+-101 +100-000.2 +1-99.5 *1.98.8 +1.98.2 +1.97.6 +t-97.1 +1-96.5 46 +1001-118.4 +100-116 +1001-112.2+IM-lOO.B+1001-107.8 +1001-106 000-104.3+1001-102.9+7001-101.6+100-100.5 +/-99.1 +/•98.5 +/-97.6 +136.8 +1.06.7 +1.95.4 +/-94.8 +1.94.2 +1.93.6 +1$3.1 By N 48 +1001-716 +100-012. +5001-508.6+100-007.7 +SQN-105 1-100-503.1 x1001-101.5 +t-100 +138.7 +t-97.5 +f-96.1 +1.95.5 +1-94.6 +1.93.8 +/-93 +1.92.3 +1.91.7 +1-91.1 +t-90.5 +1.89.9 Miami nde 1110 mt C 1W 50 000-114 +100-110.3+100-107.3+1001.104.7+1001-102.5+100-100.6 +/-98.9 +137.4 +1-96 +1.94.8 +1-93.3 +1-92.7 +/-91.8 +/•90.9 +1.90.2 +1-89.5 +l-88.8 +1.88.2 +t-87.7 52 +100-1122+100/-108A+100-105.2+100-1026+1901-100.3 +738.3 +1-96.5 +t-94.9 +133.8 +/-92.3 +/-90.8 *1.90.2 +1-89.2 4aS.4 +1.87.6 +"6,9 +/-86.2 +1.85.6 Q m 64 0001-110.7 000/-106.7+100-101.4+100-100.8 +/-98,2 +/-96.2 +/--94.4 +/52.8 +1-91.3 +130 +188.5 +1-87.8 +7.88.9 +/$6 +1•65.2 +/-84.5 +/.83.6 p NO CHANGE THIS SHEET 50 +100-109.4+1001-105.2+100-101.8 +138.9 +158.4 +1-94.3 +/-924 +/-90.6 +1$9.3 01.88 +/-86.4 +185.7 +1.84.7 +1.63.9 +1.83 +1$2.3 m 56 0100-108.4 x1001-103,9+100'-100,4 +1-97.4 +/-94,8 1-1-92.8 U30,6 +!$8.9 +1$7.4 +186.1 +184.4 +1.83,8 +7.82.8 1-1.81.8 +1.81 60 +100.107.5+100-102.9 +/-99.1 +/-96 +t-93,3 +/-91 +189 +/87.3 +I-85.7 +1$4.3 +/$2.8 +182 +/-80.9 +/-80 82 +100.106.9 +1001-102 +I-98.1 +184.8 +132 +1-89.6 71$7,6 +7$S.6 0-81.2 +1-82.7 +131 +/-80.3 +1-79.2 84 +1001.108.4+1001-101.3 +/57.2 +1-93.8 +/-90.9 +/88.4 +1$6.3 +184.4 +182.7 +/81.3 +l-79.5 +1-78.8 a 66 +1001-108.7+10p/-000.7 +/-98.4 +/-92.8 +1$9.8 +187.3 +7$5.1 +183.1 +1$1.4 +1-78.9 67-7/8 1+10-106.11+1 +/-95.8 492.1 +189 +188.3 1 +/•04 1 +/-82 1 +180.3 1 +/-78.7 1 1M Q NOTES: } a cl) -d 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. O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, N N atop 0 O N v 04 1- c`�i LU 2 c,w - 1-,x-0LU � 13116'NOM. TABLE DIMENSIONS MAY 8E W 0 N moo` Q ORIENT VERTICALLY OR ( Z O 0 •q 1-N GLASS STACK HORIZONTALLY AS SHOWN, ~o W m cj X J•• 0 0nf0 LONGo O O M rs, 3/16"TEMPERED CLASS�„y ��- LONG SIDE A, SIDE `"Z tL Z O 7116"AIR SPACE 3116'TEMPERED GLASS -y- Y/ Q F `t' SHORT $ U) LLL 1a14S 5 12 - z Ix SIDE 115 { SHORTUSED AT CURVED J_.. I- SIDE O W Z FRAME MEMBERS ONLY 29 518" Q Ix aw2S (dl 11-7/8-D.C.MAX. GLASS BITE Z 1-3 �- Oz C4 LONG SIDE --�{ O (D I? EXTERIOR uOpi Lu X W a a 22 21 13 SHORT LONG 9A11 -.0 sauaS GLASS TYPE 3 SIDE SIDE LYNN I/t/ OCEN N0.58705 '' SHORT SIDE r -� OTATE�DtlY ,h SF '��` ORI ' s r `j' NAI Ox`` h1un11` A.LYNN MILLER,P.E. RE#68705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE EMBEDMENT �II DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET —� EMBEDMENT T SHIM TYP.ANCHOR TYPE.EMBEDMENT AND II EDGE PRODUCTRflV{ffi3D EDGE DISTANCE PER SUBSTRATE, DISTANCE us complying withtho P}oihme SEE TABLE 5,THIS SHEET 11W ng Code ji •0 8 EDGE 6 Acceptance No Y DISTANCE v. imlion Date �SHIMAX 1 13 1 SHIM Miamr ode product It 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE a 11 DISTANCE PER SUBSTRATE, 11 a NO CHANGE THIS SHEET SEE TABLE 5,THIS SHEET m USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY ''.r 12 rc 11-7/6"O.C.MAX. CONCRETE/CMU I4 V V PER ANCHOR VISIBLE LIGHT WIDTH= 5 REQUIREMENT Fes-- WINDOW BUCK WIDTH-2-3ra° WINDOW BUCK WIDTH CONCRETE/CMU W CO M Y WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR BUCK EXTERIOR REQUIREMENT 30 HEIGHT tra•MAX.SHIM ---{ HORIZONTAL SECTION A-A ° v c,o0 0 0 I TIP-TO-TIP Ort O Z ,g O WINDOW #12 STEEL O 1 N-aLL HEIGHT VISIBLE SELF-DRILLING SMS U U X m W LIGHT (GS),SEE TABLE S. =LL ❑ HEIGHT= THIS SHEET W— WINDOW \ TABLES: f"�ZU 0]O U' OMO BUCK O> 1 HEIGHT- Anchor Substrate Mln.Edge Mln.Embedment Mo-O.C.O.C. n O O Z 2-314° INSTALLATION Distance spaeing z I,z °t O rn METHOD D T.Southam Plne(BG=e.5) 9x16 -18 t Q LL O INSTALLATION ANCHOR #12 or#14 410 SS Screw Aluminum,fi063T6 min. 3I8' 0.083" 12' UNDERNEATH THE A36 Steel 318• 0.083'• 12' -j Z � BEADING Steel Stud Gr.33 min. 318' 0.045 18 Ge• 12• ,p Fa•• O EXTERIOR P.T.Southam Pine(SG=0.65) B/16• 1-3/8' 12• ® Z F laayg #12 or#14 Steel Screw(G5) Aluminum,6003.75 min. 318• 0.063'• 12' y MIAMI-DADE APPROVED MULLION A36 Steel 316" 0.083'• 12' Q 7- 21 21 (SEE SEPERATE NOA),ALUMINUM, Steel Sfud,Or.33 min. 318• 0.045' 16 Ga 12 ? OQ o pp 6 STEEL FRAMING OR STEEL STUD. ¢ Z Z ale 5 SEE SUBSTRATE PROPERTIES, ° O � � N TABLE 5,TH IS SHEET Concrete(min.2.85 kel) 1- 5 r - Concrete(min.2.85 kel) 2-1/2' 1-16• 12' O Z 9 r1 M'MAX SHIM 114'Steel Ultrecon W .l1. UnOroutod CMU,(ASTM C90) 2-117 1-1/4' 1Y O X d. Grouted CMU ASTM C-90 2-112' 1-/4' tY LL LL Concrete(min.3.5 kel) 1-114• 1-14• 12' all!t 'rap saua5 T 5116 Steel Ultracon } 1X WOOD BUCKSTRIP, Grouted CMU, ASTM C-90 2-1l2' 1-/4' 1T I SEE NOTE 2,THIS SHEET •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. `771111 I 1111//// . LYNN�j/<<�7/%'. • CONCRETE PER ���.• \,\CENSE '•,F.Q EMBEDMENT ANCHOR INSTALLATION NOTES: P • REQUIREMENT Yr: •'• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.58705 • a 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2°.1X WOOD BUCKS ARE INSTALLATION �— EDGE a 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. (�C DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING %�C)••.• STHTE TYPE B SUBSTRATE,SEE TABLE 5,THIS SHEET JURISDICTION. ��`• cLpR1pP G\� VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 77rs�ONAL�� ,Iilll IIL,7 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.t 58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X WOOD BUCKSTRIP, }I` EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION 1/4'MAX -••-I r-- TYP.ANCHOR TYPE,EMBEDMENT AND TYPEE - EMBEDMENT SHIM EDGE DISTANCE PER SUBSTRATE. EDGE PRODUCT REVISED SEE TABLE 6,THIS SHEET DISTANCE ,s complying with ft Florka EDGE 6 Building Codc DISTANCE Aceeptance No I fl 7 2 irali n Dale .e T� 114'MAX 2 SHIM By 1V11P1t11 gde Praducl 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 11 < 11 DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET SEE TABLE 6,THIS SHEET EXTERIOR 12 m USEDATCURVED "• 4 15 EXTERIOR 29 FRAME MEMBERS ONLY o. I I 5 11-7/B'O.C.MAX. I-r VISIBLE LIGHT WIDTH- � CONCRETE/CMU I WINDOW BUCK WIDTH-2-314' ' PER ANCHOR o: REQUIREMENT I WINDOW BUCK WIDTH CONCRETEICMU W M co Q WINDOW BUCK HORIZONTAL SECTION C-C REQUIREMENT a 3 g HEIGHT 1/4"MAX.SHIM �{ }ti 1- 1110 O cliO 012 STEEL I O�j 'Nd' 1n " 19 SELF-DRILLING SMS JO rn LL oo Z —78— VISIBLE VISIBLE (G5),SEE TABLE 6, Z LL �LL rD J -o'G � LIGHT THIS SHEET TABLE 6: =LL UJ Min.Edge Max O.C. O U X 1n d O HEIGHT= Anchor Suba(rale Mim Embedment W— Q M j -oN WINDOW Distance Spacing F Z m O �' L9 9AIG BUCK P.T.Southem Pine G=0.55) 0116' 1318" 12' o `1 �t• HEIGHT- Aluminum,606375 min. 31 0.083" 12• o O O Q� O M 2-314" INSTALLATION #12 or#14 Oto ss se aw A36 steel 318' 0.083' 12• z n z TYPE H Steel Stud Gr.33 min. 318' 0.045' 19 Ge' 12' J O P.T.Sm".m Pile(96=0.55) 9116' 1.319• 12• 5 r rD EXTERIOR Aluminum,6063T5 min. 319' 0.083•• 12' 012 or#14 Steel screw(GS) F— A36 Steel 3!8' O.OB3'• 12' `� M 1aay5 Steel Stud,Or.33 min. 318• 0.045' 18 Ga' 12• ® �' Z F MIAMI-DADE APPROVED MULLION 114'410 SS CmleFlex Ungrouled CMU,(ASTM C-90) 2-112' 1-114' 12' ±tir (SEE SEPERATE NOA),ALUMINUM. Concrate(min.3.35 kel) t' 1-3/4' 12• Z Z C STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 kel) 1' 1314' 12• < D 0 eio�5 SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 kal) 2.12' 13/8' 12• u Z LU 1/4'Steel Ultracon TABLE S,THIS SHEET Ungrouted CMU,(ASTM 690) 2-112• 1.114' 12' 3 N 5 MAXSHIM Grouted CMU,ASTM l}90 2-1/2' 1314' 12• WConcree(min.3.5 kat) 1.1/4' 1314' 12' O 5116°Steel Ulimcon GroutetlCMU ASTM C-BO 2-117 1.314' 12'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.WOOD BUCKSTRIP,E NOTE 2,THIS SHEET LYNN I4jj,CONCRETE PER • �FEMBEDMENTANCHOR INSTALLATION NOTES:REQUIREMENT �'' No.58705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"l X'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS AREEDGEANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X•ARE 1-1/2°THICK OR GREATER.TYPE F h DISTANCEEDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING Qom`•. ST TE OF: SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION. ��- GORID - VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZETO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Jr/ ONA� ?\\ ''/1111111 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#68705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE --�I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 7,THIS SHEET EDGE EDGE DISTANCE 1/4'MAX DISTANCE14N �� EDGE DISTANCE INSTALLATION D TYPE I 2X WOOD BUCKSTRIP RODUCT REVISED BUCK2� STRIP OR FRAMING,SEE as mmplyingwith the Florida NG,SEE NOTE 2,THIS SHEET Budding Code L5•o 28'" HIS SHEET AccepIn Nollonnets 19 1/4'MAXTYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIMEDGE DISTANCE PER SUBSTRATE, By SEE TABLE 7,THIS SHEET Mioml c ProductEMBEDMENT iA� EMBEDMENT NO CHANGE THIS SHEET 11co USED AT CURVED � EXTERIOR 29 FRAME MEMBERS ONLY ®11-7/8'O.C.MAX. p EXTERIOR 4 WINDOW > a -73-y - SUCK I � VISIBLE LIGHT WIDTH= it 3r HEIGHT 1f4'MAX.SHIM t� W NDOW BUCK WIDTH-2-3/4" ❑ `r 0 WINDOW BUCK WIDTH N d• al°a O o j N 2 VISIBLE INSTALLATION HORIZONTAL SECTION E-E Z` - ° w u o 0 LIGHT HEIGHT= TYPE L W U O M cc ❑ °N WINDOW Z BUCK 010 STEEL ~o W m Y (9 sM0 HEIGHT- SELF-DRILLINGSMS TABLE7: o O O rn 2-3/4' (05),SEE TABLE 7, Min.Edge Max.O.C. r Z 0-Z LD Anchor Substrate F THIS SHEET Distance Spacing g O 2-112"x.1113"Box al P.T. out em Pine(SG=0.55) 5/18' 5' _ n 2-1/2'x A31'Common Nall P.T.Soulhem Ina(SG= .5) Q 2-112"x.145'RoofingNail P.T.Southern Pine SG=0.65 318' 6' U~j Ia°vs P.T.Southern Pine(SG=0.55) 1/2" 5' ® °� z O N 0.093'Aluminum,8083-75 min. 5118' 5' � F I- #10 x 1'Steel Screw* 1110'A38 Steel 5/18' 5' O Z gji2X 2X WOOD BUCKSTRIP EXTERIOR 0.045' 18 Ga Steel Stud,Gr.33 5116' S' Q Z RAMING,SEE 1—L 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O IQ- N E 2,THIS SHEET ��/� 5 1/4'MAX SHIM MIAMI•DADE APPROVED MULLION w W Z (SEE SEPERATE NOA),ALUMINUM, O IL STEEL FRAMING OR STEEL STUD. LL LL SEE SUBSTRATE PROPERTIES, aA�I •asap seua5 TABLE 7,THIS SHEET INSTALLATION �� t1YNN 1 tij�/��ii TYPE J .��N•,........, EDGE DISTANCE \� INSTALLATION NOTES: �10ENSt;••. 'P P�: >; TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. N0.68705 �— EMBEDMENT AND EDGE DISTANCE PER - - SUBSTRATE,SEE TABLE 7,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 OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 'p SATE OF ;'j O VERTICAL SECTION F-F JURISDICTION. r '• FCORIOI.' (jam �S'••......•• tJ 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 'S�QNAI_ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.0 58705 2X WOOD SUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT INSTALLATION TYPE DISTANCE/ NOTE 2,THIS SHEET I a FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION] MAX METHOD MAY BE NO METHOD ONLY, EMBEDMENT SHIM 0 MORE THAN 6'O.0 ANCHORS MAY SE NO • MORE THAN WO.C. IX WOOD BUCKSTRIP,SEE PRODUCT REVISED 2X WOOD SUCKSTRIP NOTE 2,THIS SHEET ns complying with the Ft0ddA OR FRAMING,SEE Building Code NOTE 2,THIS SHEET ACCcp%00N.tis' 28-117 1/4'MAX Ex igflon Dan, TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, BY, TYP.ANCHOR TYPE, 6 SEE TABLE 8,THIS SHEET Mi.1i ideProducC EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 8,THIS SHEET NO CHANGE THIS SHEET USED AT CURVED EDGE DISTANCE EXTERIOR FRAME MEMBERS ONLY EDGE @ 11-716-O.C.MAX. DISTANCE CONCRETE/CMU PERANCHOR WINDOW REQUIREMENT 412 CONCRETE/CMU tU < BUCK PER ANCHOR U) -7.-8 VISIBLE LIGHT WIDTH REQUIREMENT HEIGHT 1/4*MAX.SHIM WINDOW BUCK WIDTH-2-314' 0 WINDOW BUCK WIDTH EXTERIOR >-"N O_ ­t 0 \131- 0 —I LU VISIBLE HORIZONTAL SECTION G-G 0 C) C3 K as g LIGHT INSTALLATION TYPE 0 z LL C11 LL a -1 HEIGHT= x d !p . F UJ WIN FOR THIS INSTALLATION 0 C.) x U) 6 a DOW METHOD ONLY, TABLE 8: W— o E 01) 5 BUCK ANCHORS MAY BE NO NEIL Edge z CO 0 (D 'T' 0 E 'ON 0 HEIGHT- MORE THAN 6"O.C. Anchor Substrate Min.Embedment 2-3/4' Distance S On 00 't- Z o— P.T.Southern Pine SG--0.55) 0116' 1.318• 61 a:z 012or#14410 SS Screw 806375 3/r 0.063'• 6" ll� #12STEEL A36 Steel W1. 0.06Y• 61 0 SELF-DRILLING SMS Steel Stud,Gr.33 min. 3/8' 0.045-(18 Gal 0. CD (GS),SEE TABLE 10, P.T.Southern Pine(SG-0.55) 9/16, 1.3/8' 6. T. THIS SHEET 9D 8 --iis #12 or#14 Steel Screw(G Aluminum,606375 min. 3tv — 0.063— 61 z z A36 Steel 318' 0.003,• 6. 0 1 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud,Gr.33 min. V8* 1 0�0`15*(18 Gal 6' jj_ 8 z 6 EMBEDMENT AND EDGE n Ungrauted CMU.JASTM C-90) 2-1/2' 1 1.1/4' 12, _G)/—DISTANCE PER SUBSTRATE, ID 114*410 SS CmteFlox Concrete(min,3.35 ksO 1. 1-314* IT _j 515'5 SEE TABLE 8,THIS SHEET - < MIAMI-DADE APPROVED MULLION le Imin.Z85 ksl) 1. 1 0 3� i.- 1vv 12" 1/4"1 Concrete(min.2.65 ksl) 2.1fr I'val S2' co MAX SHIM 1/4'Steel Ultracon on!!Za z (SEE SEPERATE NOA),ALUMINUM, U STEEL FRAMING OR STEEL STUD. ngrouted CMU,(ASTM C-90) 2412' —I._114 121 GZ Grouted CMU,(ASTM SEE SUBSTRATE PROPERTIES, C7902 ) 2-512' 1-314* Iz* LL L—L TABLE 8,THIS SHEET 61fe*Steel Ulimcom I Commit,fmin.3.5 kat 1-114' 1,V4' 12, spry •ass0 soya INSTALLATION i Grouted cmu.ASTMG90 2-112* 1,V4' IXWOOD BUCKSTRIP, MIN.OF 3 THREADS BEYONDTHEMETAL SUBSTRATE. TYPE N SEE NOTE 2,THIS SHEET I I I I)I I'/ LYNN k,ee"',, Z INSTALLATION NOTES: vENSe EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 58705 2.WOOD SUCKS DEPICTED ON THIS SHEET AS'IX7,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2.IX WOOD BUCKS ARE EDGE INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING STATE 0 OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS*2XARE 1-112'THICK OR GREATER. DISTANCE JURISDICTION. I, PI OHIO VERTICAL I I I 11%1\ CAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. III&10N'Ak I I , 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLISS TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E,#68705 _j ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES 1'RODUC'f REVISED as complying with the Florida Building Code IS-OS26.27 Acceptance No�y�� kXI.Rl. DICURVED ANGLED/CURVED E imeen Oale�d¢.ur-r..+tq ASSEMBLY FRAME ASSEMBLY Mtam Dade product '90°CORNER 90°CORNER FRAME ASSEMBLY FRAME ASSEMBLY � NO CHANGE THIS SHEET 1010 t 'ALL CORNERS TO IALUSE GASKETO I USE GASKETUSE GASKET AND/OR SEALANTAND/OR SEALANT LU EQUAL-LEG FRAME Jw NLANGE FRAME } l0 0 O Nr` ' a O a EQUAL-LEG FRAME INTERIOR MITERED FRAME WITH INTERIOR OfWELDS AND EXTERIOR FRAME WELDS O W FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT C) rn o Z X8 30 SCREW BOSSES.SEALANT AT ALL CORNERS a SCREW BOSSES.SEALANT AT ALL CORNERS Z LL -� W umo,p c(I_lyl 30 W U O� e0 5 rn 'aN ~oW mY a W 9ma n> 00 Z Z 2.784' 2.784" 2.764" Z d Z O 0 .094` —�I� .094" —�ll�� .094` -+11-��. g O O TABLE B: .074' 062• .074" 062" .074" 062" Z 1.375" T� 1.376°1 m Co ¢ 1aa4S PGT Part# Description Material 1,875.O .Soo" .438' T .500' 438' ® ? VI .438' I I 1 4253C Flanged Frame Alum.6083-T5 1000° ~ 2 4285 EquaNeg Frame Alum.6063 T5 500" —'•,�-�— .050.10008' T� .0500�6' � O Z alo>S 3 4256 Integral Fn Frame Alum.6063 T5 FLANGE FRAME 2 EQUAL-LEG FRAME 1.12+5 .077" ¢ ZCD 4 4255 7/16'Laml.Glass Beading Alum.6063-T5 O#4253C,6063-T5 O #4285,6063-TS � 0 5 4254 I.G.Glass Beading Alum.6063 T5 3 FIN FRAME O X O EL 6a 4270 Installation Fastener Cover Alum.6063-T5 O #4256,6063-T5 IL m aAll •asap seuas 6b 4224 lInsiallation Fastener Cover Rigld PVC 10 70589C Gasket(at 90"comer Joints) Polyethylene 1,206' r-- 6° 1.037^ `\���pN.(LYNN 4,jj��7ji� 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 .875. .875• u `:�a'��,-•�1GENSE '•.F'P 13 Dow 699,GE 7700 Sillcone or Equiv. 20 71852K Selling Block,Mono.3116"x 7/16"x 4" Neoprene,Duro.85+/-1 ��(�— ,050" _ N0.58705 21 71704AK Setting Block,I.G.3118"x 1-3137 85 x 4' Neoprene,Duro. +/-1 .050" .050 22 DURAK716 7/t6'DuraSeal Spacer 3/16"&114" I.G.GLASS INSTALLATION =-U A GLASS BEADING BEADING FASTENERCOVERj� '•, �.iu� 29 1{6 x 1-114'FH SMS Stainless Steel O 5 30 781PQX #8x 1'Quad PH SMS Steinlass Steel #4258,8063-T5 #4254,8063-T5 #4270,6063-T5 % ��''-.FLDRtD?•''C, %isS/ONA\,���� Ifmiltll A.LYNN MILLER,P.E. KEN 58705