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HomeMy WebLinkAboutX PA-1.4 SS v 'n MIAMI•QADE MIAMI-DADE COUNTY j V/ I- L[__PRODUCT CONTROL SECTION J %11805 SW 26 Street,Room 208DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175-2474 GENERAL NOTES: r�SUITABLE FOR ALL LOCATIONS REQUIRING i- VBOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ® R N w t� 0NON-IMPACT OR LARGE AND SMALL oN g m % -- 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE + - NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE U"' m z _ / _ ) iv..EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES........._...............1 o� o2 �I1 % ^ IPGT Industries,Inc. INSTRUCTIONS......................_.......1 iv ~ ` vMUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. DETAIL A: DETAIL B: MULLION �- ! a4 it1070 Technolo Drive ELEVATIONS...................................1 MULLION N M �lgY FIGURE 1: MULL TO 2X WOOD........................2 MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHORMULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHESTOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY..............2 AND PER SUBSTRATE, 0 ' O M ONorth Venice,FL 34275 OR WOOD FRAMING WOOD BUCK AND MASONRY 2 a ' v �MULLIONS � -� � INSCRIBEDINSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................z ATTACHMENT SEE SEE TABLES 18-136 � U � � SEE DETAILS RECTANLA NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULL TO MASONRY.......................3 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, L0 OSCOPE: / A-D,G,H; L� i1� vOSHAPE MULL TO STEEL STUD...................3 SEE NOTE 1, N �vThis NOA is being issued under the applicable rules and regulations governing the use of construction _ _ SHEETS 2 a 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESIST THE WINDLOADS CORRESPONDING TO THEREQUIRED MULL TO MULL.. . .............. _3 I MULuoN SHEET t o p � Cz � S_ Imaterials. The dDeumentation Submitted has been reviewed and aCCe ted b Mlaml-Dade CDunt RER - �, - Irjrl DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS................. 4 j % Z m N m L v `�BAY MULL INSTALLATION...........4 b 1 ° °p Y Y // \ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. I. I IProduct Control Section to be used in Miami Dade Count and other areas where allowed b the Authorit //' �� 1 X 2 X.125 MULL SPECS.. ..... 5 4 SEE SHEETS c a MIN 2.7 KSI '- EDGE O ¢ +� Uly y y // \ 1 X 2 X.375 MULL SPECS... .. ....6HaVin JUr1ShcCtlOn AHJ // \\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE EITHERTHE a I 21-23 FOR HOLE 4 CONCRETE OR CMU I I -�( / �/ �/ \ 1 X 2.75 X.375 MULL SPECS..........7 LOCATIONS F----I--DISTANCE,g \ �' // \\ INSTRUCTIONS. 1 X 2.75 X.65 MULL SPECS... .....8 STANDARD OR .° I' ° ° �,I SEE SEE TABLES � O- O (\tOFFSET MULL o EDGE m m I EDGE DISTANCE 1B-13B � �� O �J _ vThis NOA Shall not be valid after the expiration date $tated below. The Miami-Dade County Product Control \ 1 X 3.125 X.500 MULL SPECS..... 9 CLIP MAY BE I DISTANCE I aFOR MASONRY o 0_' � U) N SEE DETAILS \II I 5 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.125 MULL SPECS...............10 INSTALLED BY I FOR WOOD / a ANCHORS W ¢ o a.Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right A THRU G; � � I II � I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEETANDSHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.375 TUBE MULL SPECS....11 THIS METHOD. 4 SCREWS 4 a SIDE VIEW M O M v al 3SHEETS 2- - l - _--_ 1X4X.375 "T'MULL SPECS........11 L.250"MAX FOR 4' a A THRU G; ALL MULLIONS 4,, to have this product or material tested for quality assurance purposes. If this product or material falls to -- -- I - -- SHEETS 2-4 ONLY TWO ADJACENT UNITS LI A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1.25 X 3A88 X.265 MULL SPECS...12I­__ O_ � % � Z \ I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. ° ° l 1.25 X 3.25 X.100 MULL SPECS....13 n EITHER THE Z) O F perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may 1 I / OPENING 1.25 X 3.25 X.624 MULL SPECS.._.14 a ° c STANDARD OR U d a p vERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.sa X.s2a MULL SPECS.....is a a 4. -a., a' OFFSET MULL Z � .mo ..UJ immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER MULL FOR L2 6. a CUP MAYBE - 0_.3 d >o � O ° 4 2X4X.25MULLSPECS........... 16 4 ° LENGTH HORIZONTAL EXTERIOR reserves the right t0 revoke this acceptance, if It 1S determined by Miami Dade County Product Control MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS.... . .17 d ° 4 a a v n ° INSTALLED BY I- „ SEE DETAIL E, 1,26 X 2.11 X.125 MULL SPECS....18 c � 4 1 - - I'll THIS METHOD. ,J co❑ g o=¢ c Section that this product or material fails to meet the requirements of the applicable building code. SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 30°X 3.25 BAY MULL SPECS.......is ° ° a 4 a 4 DISTANCE °� a ¢ Z v _ o �/ �/ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45°X 3.25 BAY MULL SPECS ....20 a. Z Z ¢ 0� (O L This product is approved as described herein, and has been designed to comply with the Florida Building REACTIONS. MULLION&CLIP DIMENSIONS.....21-23 ., v MASONRY m Q O Z N N prazi Code, including the High Velocity Hurricane Zone. EXAMPLES 1&2 .... .... .... 24 c • THE OFFSET CLIP IS ANCHORS � ro FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON,DEWALT/ELCO AGGRE-GATOR,DEWALT ULTRACON+NOA'S. LOADING EXAMPLES.. . ........_26 L2 RECOMMENDED FOR ' (0 q y O A DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. PRODUCTS MAY EXTERIOR °4 FIN-FRAMED q.n � J W o BE OF ANY TYPE. 4 WINDOWS,BUT MAY 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ALSO BE USED FOR a W F_ Y Y APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONMUST BELY TO BE USED WITH PGTI OTHER FRAME TYPES. � U) cn to LJ_I 0 J sheets 1 through 25 of 25 prepared b manufacturer, dated 08/29/11 with revision D dated 06/26/2020 /-I I _ BY- )=�l FENESTRATION PRODUCTS. U Z ¢ � I Z W J signed and sealed d by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. a° Z O a0 2 -0 LU W Q U � stain with the Notice of Acceptance number and expiration date b the Miami-Dade Count Product /SEE DETAILS = TYP.ANCHOR P.ANCHOR bi . °'0' U Z Q 0 W Q p p p Y Y A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING = d o >° d /� HORIZONTAL � TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, , o m o rc� (n V W r^ W O 7 0 SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. SEE TABLES 1B-168 SEE TABLES 1B-13B (3 L Control Section. L MULL PER SUBSTRATE, (� W PRODIJC• PRODUCT REVISED m (� _ _ LENGTH SEE TABLES IB-166 EDGE/END Q = 0 J f^ 7 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, HORIZONTAL MULL TAL s�din p'ca DISTANCE BUCKSTRIP as complying with the Florida v, > 9 SEE TABLES AND Building Code W > - J INSTRUCTIONS: Z J_ - n LENGTH -r T model/series, and following statement: Miami-Dade County Product Control Approved", unless otherwise NOA-No. EMBEDMJ ENT6:�Aj�� BUCKSTRIP 1B-13B T a ATTACHMENT NOA-No. 20-0406.03 ♦//�� Q = W Q 0 J AND EMBEDI MENTI 1. BY OTHERS, U v! Q > Cc rioted herein. 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration I P SEE NOTE 1, Expiration Date 05/26/2026 W > Q P = LU ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: . . AND 1 SHEET1, W � U) LJj . W 0 (n (n BY OTHERS, RENEWAL of this NOA Shall be Considered after a renewal application has been filed and there has been 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By ' • SEE NOTE 1, By ~ . Z Z ~ m Z MULL OPENING WIDTH--{ I"'-HORIZ,MULL LENGTH-- _ - g PP g negatively g P 1) 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR'TRIANGULAR/TRAPEZOIDAL". Miami-DadE SHEET 1. MIN 2.7 KSI CONCRETE OR CMU° Miami-Dade Product Control = Z Q J O 0 ? Q J no change in the applicable building code ne ativel affecting the performance of this product. -I LENGTH I~ U - J - W TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change p OPENING rc / SIDE VIEW FRONT VIEW W - _ O = O j HEIGHT 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement � FOR I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE FRONT VIEW Q = Q 0 Q ~ = J ~ W 0 O of an product, for Sales, advertising or an other purposes shall automatically terminate this NOA. Failure HEIGHT MULL LENGTH HORIZ. y VERT. MULLION CAPACITY(LBS/F-P)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING OBTAINED IN LLI Z 0 U (� J Y p g Y P Y MULL Y MULL STEP 1). O = - = LL Ur 0 Q Z Q Z � to comply with any section of this NOA shall be cause for termination and removal of NOA. LENGTH LLL5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE MATERIAL PROPERTIES:: � 0 ZQ 0 Z W = O � ADVERTISEMENT: The NOA number preceded by the Words Miami-Dade County, Florida, and -[ / I � L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. \\\ INSTALLATION NOTES: Mater al Min.Fy Min.F \\\\1 1 I'11.1 t//, 0 followed b the expiration date may be displayed in advertising literature. If an portion of the NOA is -� OPENING WIDTH pT Steel Screw 92 ksi 120 ksi \ 0........... .�...IVPV Q - �-- __ _ - 0 Z = Y p Yg Y 1) SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE displayed,then rt Shall be done in its entirety. _� OPENING WIDTH ANCHORlSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \\� 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 18-8 Screw 60 ksi 95 ksi \\�� �tCENs'' �� Q O Z Z O FOR VERTICAL MULL Q`•' 410 Screw 90 ksi 110 ksi `\.. `� ' _ ~ ILL� LL Q U LL � Z CAPACITY IS MET. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR � W Z - � O 0 CV LU INSPECTION: A Copy Of this entire NOA Shall be provided t0 the User by the manufacturer Or its SEE CORRESPONDING DETAILS MULTIPLE MULLIONS s - *. P TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D, DeWalt/Elco Aggre-Gator® 57 ksi 96 ksi - * No.58705 - W O = Y W W = Z FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBS/FT)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FTC)FOR THE = EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. Elco UltraCon® 155 ksi 177 ksi _ M44C �J _ Z Z = LLJ LLI Z � J distributors and Shall be available for Inspection at the job site at the request Of the Building Official. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-O : ` 3/16"DeWalt UltraCon+® 117 ksi 164 ksi - U W O = U CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE )3 _ '• S '. O' > O This NOA revises and renews NOA# 17-0630.01 and C011S1StS Of this page 1 and evidence pages E-1 and o . ( 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 1/4"DeWalt UltraCon+® 148 ksi 164 ksi %b ��- Z 0- ~ •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION . .C\ �/ Z 0 U E-2,as Well as approval document mentioned above. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FTC)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %� ••./ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 6063-T5 Aluminum 16 ksi 22 ksi �� -'•FCORIDP �' � W O W O _ - The Submitted documentation was reviewed by Sifang Zhao,P.E. •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ///S�+�t A36 Steel 36 ksi 58 ksi /i/ss� NG\\\ -O_ - J w = Q •ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. //// 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4"S.S. Gr.33 Steel Stud 33 ksi 45 ksi ////ONAL \\\ 0 � = Q Z CL •AISI S100-16 I AGGREGATOR MASONRY ANCHORS. III 1\\ = Q - Z U W = Z A.LYNI = O0O CL •AISC 360-16 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 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