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OFFICE USE ONLY: a� /1 DATE FILED: of. • PERMIT# SLC18- REVISION FEE: RECEIPT# Z ��l.0 , r PLANNING'& DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE - FORT PIERCE,FL 34982-5652 (772) . 2-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATIO ADDRESS:N/S 5 Sneed Road Fort Pierce, FL 34945 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: .FILE COPY Remove line 6 from the original scope of work Add replace 2 windows size for size Job value increased Cp 53� 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#c CGC1514813S�,LUBE COUNTY CERT.#: . 30148 BUSINESS NAME: At Home Jervices QUALIFIERSNpaque wanner ADDRESS: M NW 12Ave. SUlle 110 CITY: . tort Lauderdale STATE: FE ZIP: 33309 PHONE(DAYTIME): - xt357 FAX: 4. OVMR/BUILDER INFORMATION: NAME: Roberta West ADDRESS: 3795 SneedRoad CITY: STATE: FL ZIP: 34945. PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 RECEIVED :w... FEB 19 2019 Permitting Department St. Lucie County, FL NcrN�l�� MEASURE SHEET Job R: HOME x SERVICES Date: consultant G:1VALrty.VALUE GUARANTEED. customer. (i E"l-% Install:Seamless Aluminum S'or 6"Gutter with Standard or commensal Downspouts SKET NT{RE ROOF x . . . . . . . . . . . . . 3 :�� .3 4 -5. 3. xa5 x . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . X561 i55� 5 : x Key Code SRO� �. x OC) Instat Gutter No Gutter �%�' {1)Stacy Down Spouts 0 O2 Stay Down Spouts MEASUREMENTS AND SPECIFICATIONS 1.Remove Existing Gutter Yes F-1 No Leaf Protection Panel Yes No 2.Gutters-(Unear Feet) 3.Leaf Protection-(Unear Feet) 4.Total Foot of Downspouts Section A Section A Total Feet of t Story DIS DIS x 13a Section B Section B (Each DIS Section C Section C Section D Section D T set of 2 Story DIS #DIS x 23- (Each 30(Each DIS 23' Total Lin FL Total lin Ft. Gutter Color LP Color DIS Color 5.Roof Type: S.Other Ttie omposltion n Fascia Board Open Rafter Tails Metal COMM S k i 4� FILE COP Scanned with CarnScanner J 1 . PGT ORDER FORM- ,. SPEC SHEEP# .. Sheet of 2 , DEALER NAME THD AT HOME SERVICES BOXJCRATE ORDER EMAIL SENT TIME 10:40:11 SALES CONSULTANT Kean Walsh YES NO YES NO DATE 0413012016 ORDERED BY PGT USE CSR 8 EXT TOM V.X21326 ALICE W..21343 ORDERED BY PHONE d S.O.# DEALER# 12228 CITY,STATE SHIP DATE CUSTOMER ROBERTA WEST SHIP TOB SHIP VIA JOB# 1-5XRPLR9 MD17 YES NO LEAD TIME AUTH PO# ' IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS WINGUARD(IMPACT) ENERGYVUE(NOWMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO REMODEL +NEW CONSTRUCTION WOOD OPENING 812 WOOD SCREW 1/4'SS TAPCON 114•SS4 CRETEFLEX CONCRETE OPENING e• ;v'i'hj :i I a•• xu r r- • r Glass = Options LABOR FLANGE z O STD- X-Operating TYPE TOP-or- 2 2 Hardware OPTIONS/ PGT SPEC -or-BOX WIDTH HEIGHT a Or-REV S-Stationary HANDING FLAT(F)-or- BOTTOM r$ Screens MISC ITEMS WIDTH HEIGHT COUNT ROOM On SERIES# CODE FRAME INTERIOR EXTERIOR (in.) (in.) UI a a STACK Viewed from the outside (RH-or-LH), SCULPTURED(S) PATTERN -or-ALL a 8 Mulls CODE (lit.) (in.) UI 1 SE01 9701 SHB WH WH 31.00 55.00 B6 dSt.ndard.Stantla OB,E :WHT BEDI 9701 SH B NH WH 31.00 55.00 86 Standard.stands OB.E d:WHT KITCH 9701 PW a W. NH 3.'.00 41.00 78 landard MOO,E DINE 9701 SH B H H 37.00 5.00 2 rantlard.5tantla MOB,E :WHT 5 BED2 9701 SH B RH WH 31.00 55.00 86 Slandara,11a1d11MOB.E :WHT tandard.Ob...r MOB.E mass- marslanaara: HT 1 1 G'r op 0 Job Level MISCIII:Englnaerine and Parmll I have reviewed and agreed with alljob specifications and the Special Terms 8 Conditions on the back of the yellow(Customer)copy. Customer Signature PGT ORDER FORM- SPEC SHEET# Sheet 2 of 2 DEALER NAME THD AT HOME SERVICES BOXICRATE ORDER EMAIL SENT TIME 10:40n1 SALES CONSULTANT Kevin Walsh YES NO YES NO DATE 04130/2018 ORDERED BY PGT USE CSR&EXT TOM V.x21326 AUCE W.X21343 ORDERED BY PHONE# S.O.# DEALER# 12226 CITY,STATE SHIP DATE CUSTOMER ROBERTA WEST SHIP TO# SHIP VIA JOB# 1-SXRPLR9 MDI? YES NO LEAD TIME AUTH POO IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS WINGUARD(IMPACT) ENERGYVUE(NONIMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO REMODEL +NEW CONSTRUCTION WOOD OPENING #12 WOOD SCREW 1/4'SS TAPCON 1/4•SS4 CRETEFLEX CONCRETE OPENING •• a Td `o co Glass W azo Options LABOR FLANGE m O STD- X-Operating TYPE TOP-or- n 2 Hardware OPTIONS/ .' PGT SPEC or-BOX WIDTH HEIGHT , or-REV S-Slalionary HANDING FLAT(F)-or- BOTTOM m m Screens MISC ITEMS WIDTH HEIGHT COUNT ROOM On SERIES# CODE FRAME INTERIOR EXTERIOR (in.) (in.) UI a 9a STACK Viewed from the outside (RH-or-LH) SCULPTURED(S) PATTERN -or-ALL a 8 Mulls CODE (in.) (In.) UI ^ BEO3 9701 SH 8 WN H 31.OD 55.00 88 SlaIdIrd,S11endP MOB,E 1 d:WHT �Q LIV 9701 PW B WH WH 31.00 5.00 88 Sl.rd.rd MOB.E LIV 9701 RW g WH H 31.00 55.00 86 lendard MOB,E /o LIV 9701 PW B WH WH 31.00 55.00 as —dard MOB.E I` LIV 9701 PW 8 WH wH 32.00 25.00 57 Standard [01,E )1 aR g %A 3; Y 13 vw w WA Job Level MISCIII:Engineering and Permil 1 1 have reviewed and agreed With all job specifications and The Spacial Terms 8 Conditions on the back of the yellow(Customer)copy. Customer Signature MIAM!•DADE MIAMI-DADE COUNTY 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) mvw.miamidade.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 r 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 Co Q the High Veloci Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.Y. DESCRIPTION: DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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#16-0218.03 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 bYJorgeJor M.Plasencia P.E. x DMay36,20:21 MIAMI•DADE COUNTY Expiration Approval Date: PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS I. 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. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Prod'uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series PGT" Clipped Extruded Aluminum Tube Mullion L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALLD 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE � MISSILE IivIPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION,TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE e EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES......___..__._..t MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ELEVAINSTRTIONS CIONS....._...._..._____1 z o ELEVATIONS..._..o..._..._..__.._.1 � z w FIGURE I: MULL TO 2X WOOD..._..._.._.........2 nY MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS.MULLIONS MULL TO 1X 8 MASONRY-.:_:,_.2 E u MULLIONS / -� INSCRIBED WSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES......_.__2 5'. SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULLTO MASONRY_.._..._..._._.a 10 SHAPE MULLTO STEEL STUD___..._.3 N SHEETS 2d 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL--.....----3 && U /; - �•�`\\` DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180.THE 1!3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS._..._..__._4 Zy� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF,WOOD SCREWS. BAY MULL WSTALLATION.........._4 Ui 1X2XA25MULLSPECS._...._.._..6 Ul _ 4PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I X 275 X.MULL SPECS__.-...__6 E2 J ) W 1X2.75 X.376 MULL SPECS W O y \\ INSTRUCTIONS. 1X215 X SMULLSPECS_S_.__9 HHIE- A = 1X3.125 X.500 MULL SPECS_.__9 2 Z 0 H.. URES CID INE PRESS SEE SHADTHRU EET32-a / 1 - _ /}ti SEE DETAILS 'A)NCHORAGE FORITHE COMMON MULLION, EE EXAMPLESOR HEIGHT OF ONLY TWO NED WIDTHD ON THIS SHEET AND SHEET 24.FOR MULTIJACENT FENESTRATION PRODUCTS TO PLE UNITS,CONSIDER�D 1 X 4 X.125"r MULL ECS.W-.._70 F- O o ETAILS USE THE 1 X 4 X.375 TUBE MULL SPECS.._11 m UJ I A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE.LOWEST DESIGN 1 X 4 3'.188 2 65 MULL SP SPECS.--...I � 1- C7 SHEETS 2d 1.25X 3.15X.100M LL SPECS m W Z PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125x 3.2s x.to0 MULL SPEcs.....13 ti � OPENING 125 X 325 X.624 MULL SPECS_..14 3 Z LU EU VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X 3.94 X.624 MULL SPECS__15 of 0 I MULL FOR 2X 4X.25 MULL SPECS-__...._16 W z �Z 2 X 6 X.25 MULL SPECS--— R � LENGTH HOa4UDDLrL. 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST r � ¢� SEE DETAIL E, 126X 211 X.125 MULL SPECS_.16 m BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 30•X 325 BAY MULL SPECS_..._.19 ¢ W zz z r snEEra AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45'X a25 BAY MULL SPECS...__20 z F- H Q N rn REACTIONS. MUWONSCLIP DIMENSIONS__..21-23 r ¢ O Z EXAMPLES 182-...,__....-._..-_.24 0. W Z� UO m0 U)FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS LOADING EXAMPLES_............_25 U) _j 'ao n PRODUCTSMAY BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ® TY �`1 MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F MANUFACTURED W / III BYPGT. PGT.APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. c7 Q C7 z O O III-_ 10)MULLIONS ARE IN COMPLIANCE FOR USE THE HVHZ >_ a a- W k O>O / U SEE DETAILS A-D•Gm; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL SHEETS 2d WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA MULL n PRODUCTIng LENGTH HORIZONTAL Baildl odWlth the Florida MULL INSTRUCTIONS: NOA-No. 17-0630.0'1 LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT-)FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Data 05/26/2021 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. By F----OPEMNG WIDTH—i f—HDR¢MULL LENGTH—I Mlaml- de Product Con tra –'1 LENGTH I—I I 3)REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR OR'TRIANGULAR/TRAPEZOIDAL'. I OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY.USING HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MULL jyY �' Hp�2 , �, MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN HEIGHT LENGTH MULLMULL L LENGTH 6)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE _ REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENIiic 1v0TH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ���\\ NY LYN/y SINGLEMULLION SINGLE MULLION FORVERTIICAL MULL ~FORVERT CAWIDTH L L MULL CANCHORISU APACITY S MTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;�A,��•'��CENSF ����i� Q: `1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS)FT- FOR THE NG.58705 *' FROM FIGURE 1 ABOVEOPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE ALOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ��'(� ��I •(r •2017 FLORIDA BUILDING CODE(FSC),6TH EDITION ATE O •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 0 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT-)OBTAINED FOR THE MULLION SYSTEM-THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �i� �'•.F(ORiOP•..•'G\?� -ALUMINUM DESIGN MANUAL,ADM-2015, PRODUCT ASSEMBLY. ""(%( NAL •AISI 5100-12 A.LYI(l<`f MWIIBR;�.E. •AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. FL P.E.#58705 I w � 1 DETAIL B: 'A ON = O DETAILA: a MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHORPER SUBSTRATE OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES113-13B ^ (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY O o� MULLION SHEET/. 5U SEE SHEETS 'a b I MIN 2.7 KSI -. -�' EDGE �W 0 _ 1 I I 21-23 FOR HOLE d I I CONCRETE OR CITU'�•1 �DISTANGE, u1 J W ,EITHER T D RT E I' LOCATIONS u 1 1 I SEE SEE TABLES N U) TANDA DORMULL a EDGE v n EDGE DISTANCE 13-13B OFFSETDISTANCE FORMASONRY 2 F CLIP MAY BE I ANCHORS U_' W Q O I I FOR WOOD 11 m O INSTALLED I I U THIS METHOD. ° e SCREWS .260'MAX FOR a od, z i SIDE VIEW F=- Z CD 9 ALL MULLIONS < d' v .n < 0 STANDAR G I-- Q d STANDARD Z O U m = A .da OFFSET MULL LL z 7 a tU CLIP MAY BE W_ 'O e INSTALLED BY :3) F- . d' EXTERIOR THIs'METHOD . _7 In O Z <d EDGE 7Q Z Z f` DISTANCE 4 Z ~ Q 0I FOR e Z n n MASONRY a �9 ~ Q O Z o e THEDFFSET CLIPIS ANCHORS 1— !,✓f, RECOMMENDED FOR PIN-FRAMED ^ CO —J1p -- EXTERIOR �° uNDOWS,SO BE DE Toa 4 LU F4- 1 OTHER FRAME TYPES. ® (n = U Z Q Z a�— g$ u m01 0oO TYP.ANCHOR �j A h9 [L IY TYP.ANCHOR PER SUBSTRATE, TYP.ANCHOR PERSUBSTRATE SEE TABLES 1XI3B m FERsu6sTRATE �sEErABLFs1B16B PRODUCT REVISED SEE TABLES 78.168 EDGEIEND g�Ig7R1P as complying with the Florida DISTANCE AP10Building Code SEETABLES 'T ATTACHMENT NOA-No. 77.0630.07 EMBEDMM SUCKSTRIP 1B-t3B I '•,',•�.. '•. r ,.., `a _ BYOTHERS, AND EMBEDMENT' SEE NOTE 1, Expiration Data 0$/26/2027 ATTACK.fENT I "..._.� SHEET 1. BY OTHERS. .. • _ '• BY SEENOTE I, Mlaml-Daiwi,roduct Control SHEET 1. "' NO ' • N 27161 CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1111 I I E i l l lA 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `SONV Q11 •-.....A( ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE a�: LICENSE'•.C( I CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q-:• �� ! FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. z No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _•p; T � 5 ATE 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � �F •'•�� 1 %�O . COUNTY '••'40RIDT \_� ELCO U5)FORLTRACON OR ELCO 1/4NS.5.AGGREGATOR M O RY ANCHORSAMI-DADS COUNTY APPROVED /'"�i;,CONAL�aG\`, A.LAM MLER,P.E. FL P.E.#58705 I ' I DETAIL E: DETAIL C: 1 .1xsMIN. MULLION TO MULLIONn MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MULLION (U-CLIP) (STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN TEE'OR'CROSS' o iii INTERSECTIONS. VARIES c 2)MAY BE INSTALLED HORIZONTALLY Q$ I TYP.ANCHOR I {SHOWN)OR VERTICALLY. STANDARD p2 I PER SUBSTRATE, L N oFFSEr MULL SEE TABLES 1S-12B 3)SEE U-CUP DRAWINGS,SHEETS 21-23 CUP MAYBE ! TdP VIEW FOR CORRESPONDING MULLION• o to 2cm 9U II---- N K L(J INSTALLED BY Ii I FOR MASONRY Z ' THIS METHOD ( ( I FOR MASONRY MUWON O W ANCHORS VARIES N J x 1 I la( 4 SELF--A�NGOROR PRE-DR4L MULLION AND USE SMS o [D O JJ�� I- EXTERIOR 4. a' esm to d MUWON f^ m m W EDDEDISTANCE 4 THE OFFSET CUP IS c+�- "F Z FORMASONRY- < 4 ,� RECOMMENDED FOR / `� Z I"' a Z ANCHORS FIN•FRAMED ! Z V Z I •�' WINDOWS,BUT MAY INTERSECTION 16 ALSO BE USED FOR �� ui E;L O c $ p OTHERrRAMETWES. EXTERIOR N J U Z TYP.ANCHOR Q Z SPERM SUBSTRATE. 4 ` F- N e-• SEETABLE518.1Ja I- Q Z Z•rn Oa zz TYP.ANCHOR SEE SHEETS 21-M FOR I-• „� PER SUBSTRATE, n. F- So ao 6UCKSTRIP HOLECOCATWNS 4 A14D aEE TABLES 15.138 ATTACHMENT '/ FRONT VIEW EDGE BY OTHERS, DISTANCE ct j}_ Q Y Y EMBEDMEW SEENOTE I. SEE TABLES �• F- (n tq SHEET I. Z ¢ !!1 "••'••••+ ••'• ! •• .:•:.,: '4 EDGE ¢ Z I E ..• S ETANC ES B u m Q+;C? . MIN 27 KSI CONCRETEFRONT VIEW MIN 2-7 KSI CONCRETE OR CMU 16.138 SIDE VIEW s— baa f SIDE V)EW DETAILPRODUCT REVISED MULLION ATTACHED TO as compfpIng Wath the Plorlda STEEL STUD Building Codo (STANDARD CLIP SHOWN) MOA-No, 17.0630.01 INSTALLATION NOTES: STRUCTURE Expiration Date 05/2612021 1)ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYR ANCHOR By A PER""RATE. Miami-0-D a Product Control SEE TABLES I6-t38 - 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 111 ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE A. SEESHEE 17R CORRECT QUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED,REFERTO THETABLES ON THE 21.23 FOR FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. HOLE 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \ MULLION LOCATIONS WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE ELCO ULTRACON'OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. FOR 9TEELETUDS Tt6NNERTHAN SEE DISTANCE TABLES ��` ¢1Y LY A AND COMPLIANT WITH THE FL BUILD FRONTVIEW 16 GING 1B-138 �` �Aa.• ""' /LJ� f� j ATOCDACHMEPW eODDTHBACKE MUSr USED. ` LICENSE;•.,���f I USE WOOD ANCHOR SPECS ` '.•F �. EXTERIOR SIDE VIEW. _`1k i N_D.58705 .• NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY BE USED. ,d F •w: 2)SEE CORRESPONDING MULLION TABLES, • SHEETS 5-20,FOR QUANTITY OF SCREWS. �iASX �£ FL Pt. 58705 B qH o DETAIL F: DETAILG: DETAIL H: 9C d FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION o m a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 4 o u SEEDETAILSA-0, 30' SHEETSAND FOR INSTALLATION BAY MULL TO SPECIFIC �z u u SUBSTRATES. N MU W CN 1 II U o l o CO w LU o O O 2 O O O O O 0 -.1 lA O O TOP VIEW 2rK SIDE VIEW I w V o D SHOWNMTHrx4'X.12W. TOP VIEW i i m z co cn w MULLION I I F- z O 0 I I TYP.ANCHOR Za EXTERIOR I /'-PERSUBSTRATE, Cb V m 2 j FL I I / SEE TABLES 160 OR 166 z 8 i V'TW.ANCHOR I I =4 Lo STANDARD MULLION CLIP I PER SUBSTRATE. I EXTERIOR D ¢Z MODIREPTO FR FIELD I.E SEE TABLES IS-14B 11 I J-f Q Z `r h CONDITIONS. I CLQ I •I I V• F- r r' i YX6-ANGLE CUP, Z Q p1 p1 I 1 j I 2 PER MULLION END,MUST BE Q O Z N I I I I I INSTALLED INSIDE OF BAY MULL. I..., FA OU (p MULLION 1 1 I O iy CD.90 I I I I I I W --I o 2-X6-X.125I"' N ANGLE CLIP, j I I PER MULLION END, Q Q O MUST OFMULL LLED $ z mo y0 INSIDE OF €�-� I I PRODUCT REVISED �TYP.ANCHOR . PER SUBSTRATE, 05 comp)g.g with the Florida SEE TABLES IB-170 Building Cotle '1 '1 INTO WOOD, NOA-No. 7-0630.0 STEEL,ALUM INTO WOOD.STEEL. EMERIOR STANDARD CLIP TO BE EXTERIOR OR MASONRY Expiration bate 512 6/2 0 21 ALUM,CMU OR MASONRY MODIFIED INFIELD. D ; By Miami-DEXTERIORp Product Control OEDGE PNG10R �Y0� INTO WOOD,STEEL, 1 ® ® ALUM,CMU ORMASONRY H EDGE DISTANCE G I PER Z ANCHOR j EDGE DISTANCE LY PERANCHOR NOTES FOR INSTALLATION OPTION G&H: O 1)USE2 ANGLE CLIPS PERMULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. o C�•'• LICENSE (� NOTES FOR INSTALLATION OPTIONS R 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE [7 _ : No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. LOCATIONS. 2)SEE TABLES 16-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H'SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE $ ��� J�..•4C, ! 3)THE2X5 CLIP IS NOT SUITABLELOCATIONS. FORTHISAPPLICATION. '�iC�''•;°�ORIDP,.•''���` ANAL a A.LSNIVIMILL ,P.E. FL P.E.#58705 1 TABLE 1A w Mullion CaRamity Table bsM © 3 u OpeninglNidth((orlrerlioaityspar2- mudiors)orOpening Height(forhodmrtegyy-spannIngnoon9) '�a 90m so lam 801n In IN in i2051 140 in 160 I 0 Rectangular T piT.I.M. RecMngolar TrepiT+m Rogtan9dlar Tmptnlsng. Rectvpp3far 7roorTdang. ReOtargi3lar Tag• Recgngutar V4p(idang Ract�gWs TmpRdan9- Retungutu Ttop F6. Reetm T r Ix2X.125 ,Laadng LOadng Loading Loading Loading Loadne Loafing Loading Loadn9 Loading Loadm9 LaaM9 Load ng Loading Loadng Loeding L..dhg Lp�*ddng Q a AI1im.TubeE- .., x •_ _ _ _ _. g• •_ ." x x x �• Mullion c3 In 3 v f�3 cm$1 2. �' �'@ @ 8 � x x °' 2 @ q - �i S a z c4 c°S 3_ a u 9 3 u p c a 8 a o S 3 tSs' t`3 t� tg t3 I J _ b �1. _ S eg ��U w 42 In 11L9 408 129.5 332[43,9247 116.6 325 70.0 408 107.8 321 69.9 408 104.4 319 624 408,104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 09,0 408 104.0 319 35.0 408 104.0 319 W a = flJ 46N 74.0 312 018 258 73A 252 515 312 67.0 248 46.8 312 832 248 41.6 M2 61,3 2N 37.6 312 61.0 244 312 312 61.0 244 MA 312 61,0 244 23.4 312 61.0 244 0= � f1J 57.fi25 in 61.9 281 Tab 234 61.6 228 48.6 261 5&7 224 319 281 521 222 35-5 281 60.1 2113 31.9 281 49.3 2f9 26,8 261 49.3 219 22.8 281 493 219 20.0 281 49.3 219 2 -o 54 In 52.6 247 57.8 207 49.8 202 37,8 247 44.8 199 329 247 41.5 19a 292 247 39.4 194 26.3 247 ]84 193 21.9 CD 247 38.1 103 18.8 247 30.1 193 16.4 2{T 38.1 19] LU O (pMC 60m 38.4 2a0 41.2 170 35,4 169 Z7.4 200 3Y.6 167 24.0 2➢0 28.8 150 21.3 200 27.1 159 192 200 25.9 157 16.0 200 25,0 150 h6311 33.1 181 35.3 155 30.3 152 23.1 181 tae 149 20.7 let 24,5 148 ta4 181 228 144 16.8W 65 m 28.8 165 32.6 142 26.1 139 20.6 165 23.1 136 18.0 165 21.0 1M 2 zV72m 222 139 23.3 120 19.8 tis- 15.9 139 17.5 its W ijJ.`te 1 a 76 In 18.9 125 119,7 109 15,7 1 1251H,8 407• J vj o 6z 78 m 17.5 116 182 104 ¢ J ems-• ? z Q 01 01 TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q m Anchor Capacity Tabic Obs) a 1"' o ANCHORCAP.,mf U2 svhtwte: 27k eaurete 35k Crno. Nasmr LX1U }vied CMU PT Wood Metat (OFep)Xt }=ANCFIOR CAP.,,, � 0 .� b a 5118'B.. t!d'sS Eko sib'Elca 114.99 Lilco X10 steel 912 sten) #12 steel MULLION CAp.,,o,,,a, lL AT4;Oo<TYpo: 91SS Qc0 Ultracen t!4•Elgq Ulimcon 311v Elco Ulgacon i/4,Ek.up-an AnehorCtlp Patterns uthaggn Aggser3ata tl=w Agg3Watw sem,.I"Sc�a M) sctew(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR � l � � 2 Edea clstance(xp 1• 24W 1" 2-lir 3411• 1- 1 2.1rz• 1" z-112° 2• 3419• 2• 0AB" 0.54• 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN U X Q �2 Emtedmrla rink 1.°14" 13(4' 1374' 1.014• r t-114• i VV 1-14' 1.1414W 1-114- 2• 1-3(6• 13&5 errs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 4.75 Mh O.C,r standard qr p6se1 pip(Fb.1): 393 0s 390 0s 450 09 890 Th 164 0s 2T0Ibs 280 ma MWANIA ala 175 664 0e gds lbs 341 Ott 44215a 569(ts OPENING,WHEN IT IS LOWER THAN THE MULLION 6- r•• z m� 410 4MeMm t9 i.iS M3R RG/6Sandad(.102,,OCro(Fi9.2Y AM P. 7000. WA WA WA N/A 380 Its WA WA WA 682 pe 8850. 1120 I CAPACITY(FROM THE TABLE)OF THE SELECTED a wT'• z m� 4 A-Mrs @t 3"Mn.C.C./R)W Angle pips r(Rp,37 Tee Ibs 780 R. 680 bd 1580 M 1898 M 340 0n 56010. WA 746 0s gag 0q 18g2 ma 682 U 685 ma f tz0 0s MULLION.IT'WILL YIELD A M1NIMUM ANCHOR ti 27,tiore®0.45't4in.0.4/u-cup,Nto.12S Alum.(Fig.4k WA WA WA WA WA WA WA WA N/A WA WA WA 7151os CAPACITY WHICH MAY B E USED TO QUALIFY 1 AncOgtl F-0Gp iRa.b): 18S 0s 1950s 225%. 445th '8220. 135 lbs 1400q 7873h 332 ih 473 tbs 1700. 22116. 280Th. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2Anchom @ 1.16"Min.O.CJ F-aip(Fy,A): 2401te 35008 WA WA NIA WA 190 0n NIA WA WA 3a1 Orb 4421h 5601b. ANCHOR CAPACITY TABLE. as complying with the Florida NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, 8oilding Code NOA-No. 17-0630.01 Expiration Date 05/2612021 13YD e proauc -_ FIGURE I: FIGURE 2: TABLE NOTES: ® J t control 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 10 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. r-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2000° FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ II 1 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS•HOLLOW AND GROUT-FILLED L •125' .0,(aNY•L.Y /V f 1r ii CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED ` -• y10ENgF ��! FIGURE 4: FIGURES; FIGURE O: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5093-TS AND BE A MINIMUM OF.125" ® ® THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.125•MULLION _='' No,58705 =' LEAST.125"THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ii THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. �10,st'•- STATE F z- •tU.. A.C�rraN nnme�t3,P.E. FL P,E,#68705 i � I TABLE 2A Mugfon Ca ac Table IbsKe Opening Width(for wrtilauy-spanrdrg mWtions)or Opening Height(for holdzontaly-sponrdng m0ons) r 50 In 601. M in 60 In 90 in 100 in 120 n 740 n 160 n k o I Rectangular TrapTrimg. Radtstgular Trzprreian9- Rectangular irapTdag. Rectangulx T.prrd ng. RecWj;u"r T-erro.m. RectavU. T.Prr ang. Rectangular T1apRdarg. RectangWar Trap/rriang. Reciarp.W Tr."no fSSS I 1 X 2 x.376 Loedbg bad1M Loading LDadirg Lo,1c1N L=dna Loadlrg Loadirq Loadtq Loading LDatlInB Laadng Lnatlirp L-9.,g Loading LmdnB Laatlitg Lnadln0 02` i Alum.Tube r -:. F r g �' a.. F. r a x & F'_ ax ',. 4 y a s aF_ a g a c., a 3 M. g �� g € 8� �. �- � 6 $ (YE g8 29 F3 uo o" 3 9 G cSv` 3a rs o u B 0` �7 <7 8 0 3_ tl" U 8 8 a 76.E a� B 6 B� 5� a g b. .oroy I 42 in 170.0 820 170.0 435 151.3 170.0 478 129.7 662 77¢0 608 173.6 fi62 169.5 518 100.8 682 +689 St7 929.8 592 7&1.9 517 J17 662 168.9 517 849 662 76&9 611 937 BBT 18&9 617 W J (n 48 in 121.8 SW 139.0 479 101.4 601 119.2 410 86.9 50T tOfl7 403 79.0 50T 1028 399 676 507 99.6 397 S¢B 507 99.0 396 -7 507 99.0 396 434 507 99.0 398 3a0 5W 99.0 356 of N E0.625 in 703.7 456 114.8 378 884 458 89.9 371 74.1 456 80.6 364 64.8 458 848 361] 57.8 456 '81.3 357 51.8 456 80.0 356 432 456 80.0 356 37.0 456 80.0 955 324 456 80.0 54n 85.4 400 613 336 71.2 400 80.9 328 61.0 400 727 372 534 400 67.3 318 41.5 400 64.0 315 427 400 623 314 356 4C0 61.8 313 345 400 9LB 313 26.7 400 61.8 313 m O En K rte. EO in 623 324 68,9 276 51.9 324 57.5 270 416 324 61.2 264 3&9 32d 4a9 260 346 324 43.8 257 31.1 324 420 255 280 324 40.5 253 222 324 40.5 253 19.5 3Td 445 253 ♦- (D Ur u 63 n 53.8 291 61.4 252 44.8 294 492 245 36.4 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 352 232 224 294 39.5 230 182 294 334 230 1E.8 284 334 730 Q 1) 66 n d8.9 T68 49.8 230 340 269 421 225 314 26B 37.5 221 292 298 341 276 28.0 268 31.8 215 23.4 268 29.8 212 19.6 261 2&0 210 147 26tl 27.7 209 14.6 268 27.7 209 ? Z (n z m U 72 ur 340 225 37.9 196 30.0 215 32.2 tet 2&7 225 26.4 188 226 225 25.6 185 20.0 225 23.5 182 13.0 225 227 180 15.0 225 70.3 177 129 226 19.8 176 113 225 19.6 176 re C� Y O 76m 3¢6 202 �l20 177 255 202 27.2 173 21.9 202 23.8 170 19.2 212 21.5 167 17.0 T02 19.7 165 763 202 +&4 163 728 202 i6.T 183 70.9 2292 16.8 758 9.8 202 15.8 158 -1 ca u n`tZ 78 in 28.3 182 29.0 166 236 792 25.1 165 20.2 192 220 762 77.7 192 19.7 759 157 192 18.1 157 14.2 1B2 1&8 +55 11.8 192 15.2 552 10.1 192 144 1DU 8.B 182 14.2 150 � Q J J_ BOn 186 144 19.0 12B 15.4 144 1&t 126 ~ Q N 86N 15.2 127 75.6 113 a u0 Z o0 80 TABLE'2B ANCHOR CAPACITY ADJUSTMENT FORMULA; ^ r0 c? l Anehor Ca ac Table lbs ANCHOR CAP.,p,,,,, Substrate: 27k Concra;e 3,5k Cone. H.11-CMN Filled CMU PT Wood Mehl (DP-)X( )=ANCHOR CAP.,,n MULLION CAP.,,,,,ys, ® F= N � 5116'Elco 1/4•66 Elco 5116'Elco 114'S9 Elco a10 steel a12 steel 012 stall C) X ¢ O O A8011of Clip Patterns AncDw7ype: 9116•Elco 1112cgn t/a'E1eo Dttaon Yi6.Oro U3racvn iFf'Elco lehacan Ibgracan AgOreGeior Nilmc.n Al7OaG4ror screw(Gs)Screw(GS) acraw(rs) USE THIS FORMULA TO OBTAIN THEANCHOR 0. Edge Ohw,ee 5nY t• 2-1rr .+• s-72 3-tIB• +' 2drz• r 2-12' Y 3-11a• 2• o.ae• o.sa• 0.324' CAPACITY REQUIRED°CORRESPONDING TO AN s ll Z mco (n Embedment MY 1314` 1-3/4' 134' 1-9/# 2' 1-1k' 1-714• 1.1/4' to/4' 1-1/4' 1•1/4' Y 13/8° 73/8• wiles ACTUAL PRESSURE REQUIREMENT FOR THE a - It O 4O i 2 Arlehan: 4.75'Mn.O.C./Standard a(Met Clip(Fig.1Y ago Ibe 390 IN 450 4u e90 as 1Bi4 Ou zro Lha 2B0Ibe 354 Ib e 740Iba 374 Ito ON 9M 946 Lbs 341 Lbs 44216s 560 IM OPENING,WHEN R IS LOWER THAN THE MILLION eOi A y �� CAPACITY FROM THE TABLE OF THE SELECTED 4 Anchors a 1.15'Mlm O.C.I SlO!!nm(o OVUQ Cep(Fig.2Y 4B0 IDs 700 Lbs WA WA WA WA 98o Lbs N!A NIA WA WA WA fi8216a BBS W 11201bs ( ) 4ArcDora 3'Min.O.C./R12a5 Anglo-'P-11119-3p leo ros leg lbs 680 ms IWOIMa 189a 9u 540 1b. 5m lbs N/A 110 Ila 748 IDs ee9®s +®2 ms fiaz ms 1658 112V IM MULLION.R WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Anchors®0.15•Min.O.C.I11421p,nto.12S Atum.(Fy.4Y WA NIA WA WA N!A WA WA WA NIA WA WN WA WA WA 715lbs CAPACITY WHICH MAY BE USED TO QUALIFY as complying with th0 Florida 1 AnchaN F1ilp It ig.5): 105 lbs 1B5IDs 225 mo 4451- 822Ibs 135 ms 140 Ws 177 me 370IDs 187 ibs 332 Ib6 4T3 fbs 170 Ibn T21 IDe 2B0 Lbs ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2Anahars�1.75 Mtn.O.CJ F-gtp(Fp.e): 24016- 3501291 WA WA WA WA 7901Da WA N/A NIA WA WA 941 IDs 44216s SBO IDs ANCHOR CAPACITY TABLE NOA-N o. 77-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05126/2021 _ By Mlaml- ad raduct Contra FIGURE 1: FIGURE 2 TABLE NOTES: ' ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENNG WIDTHS IS ALLOWABLE FIGURE 3; 111111111 I1/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2 000, ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 't.•-t•ICENSe•,``Fii ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDL '375' - ** No.58705 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -TTt •Y'c• FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1•X K 2'X.375'MULLION ft�T.E FTHICSTEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT M, A0 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFAOSBEYOND Ol+T'THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. sl0NAL 1E���\` A.LYNN MILLER,P.E. FL P.E.#56705 TABLE 3A Mullion CapacityTable(Ibsltt'1) Opening Width(for terticaIly-spamdnt3 cnu ices)orOpening Haight(Ior wodwrda$y-spartrVng mulions) 0 So in min 701n 90 in 80 to 100N 12047 14041 1601n 0 7 X 2.75 X Raciari�kr T7aptTrieriq. Reatartgl4as T778sR6anq. t4ectmyg,77ar Trap7aarg. Rxetang�ar T7ap7Msg. Recfan�iar TrapRam7p, Ratfengt0a[ TrBptTt<an0, Recla778Wm 7raprT71an9. RecSan910ar S7a1Y7aen9. Raatanpi8ar 77ap17tkng. i'Z q .376 Alum. Loading Loadn9 Loaanq Loading Loa6n0 Laadin9 Laadn9 Laad7rp LaatMg Luo®� LOaein9 LoamnO Inadinp Luadng Laadn9 Loading Loading Laadnp nY.,,. Tuba 4 i TH fill! • Tu, Tij T11-i B a.. .. AMullion .1- 1-1 HUE �' e 2 B .. g 2 K I5, j i 3 s� ci 3 .`, o o d c5 v t3 n"o Y7 g ix [70.01 c a G_ c3 c5 0 a ¢`aa S 2 aSrc i d1151 p 2 to i�WJ i 1 42 In 170.0 620 1704 435 170.0 744 170.0 478 170.0808 170.0 606 170.0 $92 170.0 419 170.0 ills 174D 621 1240 170.0 627 748.7 1301 170.0 521 127.5 1301 170.0 621 177.5 1301 170.0 521 ix _ 48 in 170.0 109 17D.0 524 170.0 650 170.0 Sfi4 5704 992 170.0 630 470.0 1133 170.0 681 151.8 1US 170.0 677 ,8 i1J9 770.0 680 113.9 1139 170.0 880 07.6 1139 170.0 680 85.4 if39 170.0 680 ••-1 U) .628N 770.0 Tot 170.0 563 170.01 898 170.0 631 167.8 1032 170.0 684 146.8 1032 1T09 723 12ILS 1032 170.0 747 117.4 1032 17MO 7% 97,9 1032 1789 768 834 1032 170.0 796 73.4 1032 170.0 756 R 647n 170.0 797 170.0 612 151.3907 170.0 691 1382 907 164.7 730 120.9 807 1525 im 707.5 807 145.0 714 S6.8 907 141.1 710 80.8 907 140.0 709 69,1 907 140,0 709 60.6 907 140.01 709 1Op o c7 EDN 111,1 735 135,6 025 117.8 735 110,3 677 .100.8 735 116.0 699 582 735 1062 593 784 735 946 683 70.5 735 95.1 518 58.8 735 91.8 574 504 733 97.8 STS 44.1 735 91.6 574 63 In 121.8 856 t30.q 570 141.8 6� 111.6 65[1327 888 98.9 647 762 666 90.1 638 67.7 666 93.9 631 60.9 666 78.8 628 60.8 668 75.8 621 43k 668 75.s 621 381 666 799 621 a r!? Q Q v CJ C 661n 106.0 607 1124 522 80,3 607 BG.1 51607 85.0 501 682 607 77.1 493 55.9 fi07 71.5 488 53,0 607 67,8 481 442 607 63,4 478 37.9 607 027 474 33.1 607 82.7 474 G Z W _ j T2N et5 510 88$ 443 se.0 510 T3.0 49tQ 64.3 426 61.0 510 579 419 454 SiQ 53,3 413 40.8 510 517.0 408 34.0 510 45.9 402 292 $10 44.{ 388 286 d20 44,3 398 (n $ .1U 76N 69.4 456 725 400 57,6 0.W 61.7 3858 64.1 365 43,4 466 485 378 38,6 /58 44,8 374 34,7 448 41.6 388 28,9 456 37.7 362 245 458 36.0 359 27.7 430 36.7 350 o rcZ 78N 642 d3S 87.0 38l 57.6 435 686 373ii 49,8 366 40.1 435 44.7 360 35.7 435 409 355 32.1 435 38Y 3S1 288 439 34.4 341 22.9 435 326 341 20.1 435 322 340 7 Q 05 $0 in 41.8 327 43,1 290 34.8 327 38.4 28527 31.8 280 28.1 627 28.3 275 212 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 149 327 18,3 258 - Z Z Q901n 34.1 287 39.4 257 2a,7 287 29.9 26287 26.0 248 21.6 287 211 244 19.1 281 20.9 240 172 287 19.3 237 14A 287 16.9 232 M bIdCD108N 242 227 24,7 204 20.2 227 20.8 20127 iB.D 198 M,1 169 )95 ,�111 in 223 215 22,7 194 18.6 215 10.1 19115 18.6 188 G W {() 120 N 174 iM 17.9 167 QJ tV N L~j ?L Q TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: O Anchor Ca aci Table lbs 0.a m W (n S.Mbwt. z7R ccncrale 15k Ono. ttalrow CSdU ANCHOR CAP.,,�,,,,,• u .Q F1110 CMU PT Waoa Mam7 -(DP",,a}X t }=ANCHOR CAP.,,,, o Ei O'reEY AnchwT U16'El. 114'86 EIco 5116"Elto tl4'sS Eleo 910 steal 612 Slenl 67291W MULLION CAP.,",,,,,W U ype: 3n6'Elco 7n5neen 1/d'Eko Umacrn 9178"FJw Ul4acon il4'Eko UlOacan Aggre7,,att Screw 105)San:!(cs) SC(e316+`} USE THIS FORMULA TO OBTAIN THE"ANCHOR ddd Anchor Clip Patterns uiQaaon Agig.aUor UlmoD PRODUCT REVISED Edge pisfarwe 9n1: t• 212' r 2-1rC 3•iie• 1' 212' 1" 2-112• 2• 3.118• 21 D.48" Q.Si• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida Embedment Nk 1-314• i.U4• 1-314' 1-374' 2• 1-110• 7-114' 1.114' 1-114' 7-tt4• 1-it{' p tat8• 1x18• wren ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2anah-@4.75-Min O.C,/StantlaN or C/set Gip IFl9.0 3901bs 390 ma Oso an 890 ma 1644 Uu 2701bs 280lbo 354 ms TW lbs 374170 6691s 946 ms 4VA Ise 4421D1 860 b. OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-Na. 17.0630.01 4 Anchors @ L15'Mb,O.C.7 sm d dI1or07tse0 Clip 09.2): 4510W 700 ha WA WA WA WA 3801Ds WA Wq WA WA WA ms 8651Ds 1720 SDs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anc;pn@3•Mn O.C.!(212s9 A71pls pips rlFq.37 70005 760 ms 6801bs 7560IDg rase ms 54a lbs 56Dtw Wa 76q IDs 746 ms 6m IW 7a9216s ma 985 i1n 1120 10.1 MULLION.IT WILL YIE•i.DAMINIMUM ANCHOR Ea4ptratton Date 0572612021 2Arch-LQ0.45-Mn.O.C./Ugip,into,125'AN..(1710.4} WA WA N/A WA WA WA WA WA WA WA WA WA wA 775ma CAPACITY WHICH MAYBE USED TO QUALIFY By�,�•''/ t AruDar7 F-Ciip(Fp.Sj: 785IDs iOS ms 22516s 445 ms 822 ms 735 ms 5467ba 177 ms 370IOs 187 m9 33210.1 473 ms 1711 ms 221@s mita, ADOM.NAL ANCHOR OPTIONS FROM THE Miami-Da product Contiol 2 Aricliors Q 1.15'Min O,CJ Ffilip(lp.61: 240 ms 350 ma WA WA WA WA 1001ba NIA WA WA N/A WA 341 ms 4421bs -3k-b-. 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. FIGURE 1: FIGURE 2: TABLE NOTES: ��......,,.•// � � � ® ® '-'•1 1.000" f-- 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. tit 11 1177 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��a�NY.LY.NN jrrrr 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.760' :�`�'.-'•4)CENS���(��� ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. t-p FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ~�r: No.S8705 .- ANGLE CLIP MUST BE USED W PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED "Tl'!t FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375` �0,•• 5 A YELLOW SOUTHERN PEKE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6963-T5 AND BE A MINIMUM OF.125" a T -� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' SHA THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT •'•"„OAIgA,.•' THEMLEAST.125*THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT!.FAST 3 SCREW THREADS BEYOND V X 2.75"X.376"MULLION 'rr SS, ,,,• G,\`�w THE MATERIAL.#10 8 7:12 ANCHORS INTO WOOD MAY BE STEEL,t8$S.S.OR 470 S.S, rrr2;ANAL �p,�` A.LSiIUN MILLCR,P.E FL REN 58705 TABLE 4A W �ON Mullion Capacity Table IbsfR2 �n onln8 Width(for veNo9 spannlrg mtiliorss)or Opening Haight(for hDrizorfaly-sparmlrg muliorls) 50 in son 70in 80 in 90N 100 in 1201n 140 in 160N O Rectangular I Trap7dag. Rectan0uld TmprTdartg. Rectal u hapllHenA Pecten ar r.plTdan9• Reetan9ala Tmp/ideng. ReetanDw., wrkt RcefanDill. TaWTdang. RSd gdar Tmp7rdang. Rectangr9a Trq+lTdang. k' m 112.75X Loadn9 Loadng Lo.dn9 Lmdng Leafing Loafing Loafing Lmdng Loading Loafing Lmdng Lmdng Lmft W.dng Loafing Lldn9 Loafing Lcedng .650 Alum. o Tube � A �.- � � m � m a � 0 4 � a m �.. � a.• � a ., �.. a .. a s a s s a.. Mullion ff &a oa S 3 S 1- o 5 k8 s 18 P p. 8 C4 u v•� u u u 4v v u u v u v u u u u" v v u u u o 3 u u u v v u u u U s t� o� �� is �s s`� a 1-e s� `i ge o� r� `� �� � he 5� @ 44. �� `� s` <@ <g o cOc 8 'E 5 E F� 5 - c� 3 .�"-. U oz z' �rc E �� �p 3 �� a �� s� � egg g� a -� a� z w da°1 So d`o: �o ¢ f d`1- �c a fcd`rc fo d`o: � G`°c1 �� d`rc d`¢ i d`1-= 42 170.0 620 170.0 435 '170.0 744 170.0 473 170.0 868 170.0 506 70.0 992 170.0 519 170.0 1116 170.0 521 170.0 IND 170.0 521 1700 ION 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 uVuJ1J O 491n 170.01 708 1 170.0 574 170.0 850 17D.0 564 170.1) 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 660 1116.3 1 1417 170.0 680 w N 50.M5 in 170.01 767 1 170.0 563 170.0 898 170.0 631 170.0 1me 170,0 684 170.0 1185 170,0 723 1629 1288 1 170.0 747 146.3 1288 170.0 760 121.0 '1286 170.0 756 104.5 1288 170.0 756 91.4 1288 170.0 750 W O F- 54 in 170.0 797 1 170.0 612 170.0 956 170.0 691 170.0 1110 170.0 7S4 150.7 1130 170.1) 803 133.9 1130 170.0 831 120.8 1130 170.01 B58 100,5 1130 170.0 86188.1 1130 170.0 861 75.3 1130 170.0 881 K m O co W 60 N 170.0 885 170.0 701 1485 915 182.7 761 125.5 815 144.5 746 109.9 915 1323 735 97.6 015 123.0 728 87.9 915 118.5 720 732 915 114.4 715 62.8 915 114.4 715 64.9 015 114.4 715 Q F U Z 63 In 151.8 830 1 16t.9 710 126,5 030 138.9 694 105,5 030 1232 881 94,0 830 1122 670 84A 830 104.8 662 75.9 830 994 656 633 830 94.5 649 54.2 B30 94.1 649 47.4 830 94.1 640 z LU S 661n 1321 757 140.0 650 110.0 757 119.6 635' S13 757 105.8 624 82.5 757 Set 614 73.4 757 09.1 Bob 66,0 767 842 ISM 55.0 757 7a.o 593 472 757 70.2 601 41.3 757 782 591 z EL („) j 72N 101.7 63fi 1088 552 8tB 1336 91.0 510 727 636 90.1 510 83.8 638 722 521 605 676 68.5 514 Sag 838 823 SOB 424 656' 572 :90 36.3 636 553 497 31.8 038 552 497 -J.I p 1-"Z 78N 88.5 571 90.4 198 72.1 571 78.8 d88 01. 571 87.4 479 54.1 571 80.8 471 680 571 55.5 d84 43.2 571 51.8 459 36.0 577 47.0 451 30.8 571 44.8 447 27.0 571 M.6 M8 N Q 781. 80.0 542 83.4 474 66.7 542 70.5 465 37.1 542 621 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28,6 542 40.6 425 25.0 542 40.1 423 z Z O Q N 801. 521 W7 53.7 387 q.4 407 ISA 355 37Z 407 39.8 340 325 407 36,3 30. 209 407 321 338 28.0 407 29.8 334 21.7 407 28.1 327 18.8 407 24.1 322 18.3 407 23.0 310 FO, f¢-- Z W 061n 429 153 44.1 320 35.8 353 372 314 30.7 358 32.4 309 28.8 358 28.8 301 238 356 26.1 300 21.5 358 24.0 296 179 358 21.0 289 15.3 358 102 261 a X �d0$O 106 i1 30.1 287 30.8 255 25.1 283 25.0 251 21.5 263 72.5 247 18.8 263 We 244 16.7 283 18.0 240 15.1 233 185 237 o W � 111 h 27.3 267 28,3 242 231 287 23.6 236 19.8 287 20.8 275 17.3 767 IBJ 231 1S4 287 18.5 228 41) F 4V rY (ry " 120 N 2-D 229 72.3 2D9 18] 229 18.8 205 15.7 229 162 202 Q X Z ' 0 0 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a �o� m 101 Anehor Ca act Table bs CAP.,,,,,,,, __ o2.7k Commte 3.5k Calc. Hellms CMU RIM C4AU PT Wood Mehl (DPn)X )=ANCHOR CAP._ 8 F- S 6116•Elco 114-SS Elea WIT Elco 114'SS Elco 016S1ed Y1281eel 0129ted MULLION CAP.,„,,.o. AncMfTypa ]116'Elco NVacan 114'Elea Ntraeen 116•Elee UlBacar 1/4'Elco Bl6eecn Anehor CO Patterns uacan AggmOalor ulvacm AggteGatOr Sam.(os)samw ros) sem.ro5) USE THIS FORMULA 70 OBTAIN THE'ANCHOR' PRODUCT REVISED P as complying with the Florida Edge Olslance flnY. I. 2.12' t• 2-11C 3418• I' 2-11-• r 2-trr 2• 3410• 2• 0.4e• 0,54• 9x74' CAPACITY REQUIRED'CORRESPONDING TO AN gullding Code Embedment On 10/4• 1-314- 1-14' laq' 2' 1414• 1-14• 1414' 1.14• t-14• 1-114' 2• I V91 tale- wrlea ACTUALPRESSURE REQUIREMENTFORTHE NOA-No. 17-0630.01 2 Anda.@4.75•MIn O.C./St-fwd of 043d Clip(Fig 30016. 380814 450 lbs 090 b.4 164400 2706. 200 354 Its 740 lbs 374 IS 6841bs 946 roe 341 IN 442 lb. 70 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancf.n®1.15'Aga.O.C./S=daid WOget)Cop(Fq.2): 460 IN 7001. NIA WA WA WA 380 IN, WA WA WA NIA WA 652 D. 685 n,9 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED Explmtlon Date 05/26/2021 4 Anet.n @ 3'Mn O.C.I P)2x5Angle Clips l(E'n.37 780 lbs 780 IN 680 lb. 1560 Its 1896 as 540 ms BED lbs WA 76018- 748 Rn Sea 1= 1892lbs 682 ms ees m 1120 roe MULLION.IT WILL YIELD A M W IMUM ANCHOR 2Arx:hors N 0,45•MIn.O.C.I U-GiO.NIo.125'Alun.(Fip.4): WA W'A WA WA WA N/A WA WA WA WA WA NIA I. 715 ffi CAPACITY WHICH MAY BE USED TO QUALIFY By I Amh.rr FClip(Fla.5): 196Ibs 19518- 225 roc 445 b. 82216. 135160 140 lb. 177 lb. 370 IN 187 Jim 3321ba 471 IN 170 0. 2211b3 2801➢. ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da roduc Control 2 Anebam®1.15'1AIn.O.Cl F471p(Fl0.Bf 240160 JSO ba NIA N/A WA WA 19018- WA NIA WA WA NIA 311 On 442 Ile 560 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. FIGURE 1: FIGURE2 TABLE NOTES: --� 1.000• r•- ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEI'25 FOR INFORMATION ON LOADING. -r ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. T tt 11111r1f1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, ' �•``�p •....NN i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' \ ��.. 'NLICENSEl� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, Q•: •F ® ® ® ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,: NO58705 '•� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED !0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED :•(� ' r-7 �� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM'OF.125' �0 •. ATE O l T:•�W THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ^ p ® ® LEAST.125'THICKAND A36.ALLANCHORS INTO METALSLL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.75'X.650'MULLION ' `,51'•.�� HA ..... •'•��� THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ,,'�S�QNAL A.LYI,INlg1ILLER,P.E. FL P.E.#58705 TABLE 5A " Mullion Capacity Tal to IbsM? Opaning Width(forvertira"parrurg mtCons)or Opening Haight(for horizorda6'Sparning mdlions) D SO 1n min 70 in 80In so in 100 m 1201n 140 In 1 m m Redang4lar Tr.,prTdang. Radangdw TmprTdmp. Rer4zngOar Trap/Tdetlg, Recfangdar Traprrdang. ReotanpUlar TraplTd.0- RaclangiOOr Tmprrdarlg. Roclm9Aar Traprrdm9• RedangUlar Trap'rdang. RectenSol. TmpRriang. 1"%3.125'% LOadn9 Loadna LOadng Lwdhg Laadng Lad" Lwdn9 Lwdng Loading Loadng Lcadcg LmdmB Loading Long LoednO Lwdn9 Lpadng Loading 'Y O .500"Alum m 3 a ,t a r a A r •_ % r z• a E a r .a z• r a W t• a r $$•^ a a a z•^ E Tube Mull ��+k a<, n 9 o a� a „B �. m�. cTo` `. @ c N u c3e u v u v u u u v u u v u u u u ti v v v v v v O ug v u u u U t� `� a =s Ls Q� fi �� � o U) mss �a �& �� J� d`rc s� d` rc O W 42 in 170.0 620 170.0 435 170.0 746 170.0 476 170.0 868 170.0 506 170.0 S94 1 170.0 519 17QD 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 17a0 1735 170.0 521 154.4 1902 1 170.0 521 1 J 481n 170.D 708 170.D 624 1704. 850 17D.0 584 170.0 992 170.0 630 170.0 1133 178.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 157.7 1517 170.0 B80 135.1 1577 170.0 680 118,2 1577 170.0 680 NZ) U) LL e = 50.625 In 170.0 1 747 1 170.0 663 V0.01 896 170.0 631 170.0 1046 170.0 684 170.0 1195 INA 723 17x0 1 1345 170.0 747 1 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 170.0 756 108,3 1495 170.0 756 � W 641n 170.8 797 170.0 612 170.0 SW 170.0 691 170.0 1118 170.0 754 170.9 1275 17ao 803 166.1 1401 170.0 837 1 149,51401 170.0 856 124.6 1401 170.0 861 INA 1401 170.0 861 83.4 1401 170.0 867 K m � cf) W 60 In 170.0 865 I 17D.D 701 170.0 1063 170.0 797 158.5 1156 170.0 876 138.7 1156 167.0 026 1 124.3 1156 156.5 817 111.0 1158 '149,7 910 925 1156 144.5 803 79.3 1158 144.5 903 69.4 1158 145 603 Hco 0 Z i G3 In 170.0 030 1T0,0 745 159.8 1049 170.0 650 137.0 1049 155.5 660 119.6 1049 141.7 846 108.5 1049 1320 836 95.8 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 619 59.9 1049 118,9 818 Z U�• Q ca Be 166.8 956 170.0 789 139.0 -955 151.3 804 119.1 955 133.7 7ae 1042 955 121.4 715 I 826 955 1126 765 63.4 855 106.4 757 69.5 855 09.6 749 69.6 955 98.7 746 521 955 98.7 748 Z LU a m = r: �U j 721n 126.5 803 134.9 697 107.0 1303 114.9 682 81.8 am 101.1 670 60.3 803 912 659 71.4 803 819 649 64.2 803 78.6 642 535 803 722 W2 45.9 m3 69.8 '628 40.1 803 69.7 627 m (lJ go 0 5 0.Z S 76 in 109.21 721 114.1 629 9LD 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 588 34.6 721 65A 579 45.5 721 j614 5a9 39.0 721 58.8 504 34.1 721 56.1 5m 0 Q J r n s� 78 in 101.0 6S4 105.4 599 84.2 684 89.4 587 722 664 78.4 576 63.1 684 70.4 567 55.1 684 64.4 558 50,5 884 59.8 551 421 684 641 38,1 684 51.3 536 31.6 684 50.9 534 Z I- Q W in 65.8 514 67.9 456 K. 514 57.3 448 47.0 514 WA 440 41.1 514 44.8 433 345 514 405 427 32.0 514 37.3 421 274. 514 412 23.5 5U 30.4 408 20.6 614 29.0 403 � � � coZ 961, 54.2 452 55.7 404 45.2 452 47,0 396 38.7 452 40.9 390 33.9 452 28A 354 30.1 452 329 370 27.1 452 3U 373 228 452 365 IDA 452 24.2 359 18.8 152 22.8 355 to X C>108In 361 357 32.9 322 31,7 357 32.7 317 272 357 28A 312 23.5 357 252 308 21.1 357 22.7 303 19.8 357 2D.6 299 15.9 357 293 13,6 MY 1e,2 287 11.9 357 15.0 203 c LUIll In 35.1 338 35.8 306 29.2 378 30.1 301 25,0 338 26.1 286 21.9 338 23.1 292 18.5 138 20.8 2B8 17.5 338 19.0 284 14.6 338 278 125 338 14.8 273 11.0 338 13.6 269 ® M (yYy U) 27.7 269 2B2 283 231 289 23.7 259 19.8 289 20.5 238 17.3 2B9 16.1 252 15.4 2B9 16.3 249 13.9 289 14.9 246 11.8 289 240 9.9 2811 11.4 238 a.7 289 IDA 232 2 L) X Q ? O '. Q O EL fn TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: > s m O s0 Anchor Ca aci Table gbs) O d a�m� ANCHOR CAP., ,,,s Ly .a 6Utslale 271 Corcme 3.5K Cmc. HDBOY CMU- FUled CMU PT Wmd Metz) (DPc,)X( )=ANCHOR CAP.,,, - o m z-7 5/16'BOO If"Elco 913 FJcO 174'55 Elco 010 stee 612 steel 012 steel MULLION CAP. ,,,e Anchor Cllp Patterns Ancl.Type Inc Elco LM-01 V4'EN000racun 3nc 19co unrsm 1/r Elcounr4e4n gym, ( ( (G5) USE THIS FORMULA TO OBTAIN THE Ultracm AggeGasr ultr4cm A 0.r Screw CL)su4w GS scrau PRODUCT REVISED Edge Olslame 00 1' 2-1/2 t• 2-v2 at/c T 2-v7 t" 2-v7 7 strc 7 046• 0.54' 0,326• CAPACITY RE QUIRED-CORRESPONDING TO AN as complying with the Florida Em Oednmt On7 IJ/4- 10./4• I-Vr 1-314' 2• 1-v4" 1-v4' 1-v4" UPUIA 1-1/4' 1414' 2• I-w 13'6' wades ACTUAL PRESSURE REQUIREMENT FOR THE NOAiNe,ng o e17.0630.01 2Anclvs®4.73 MIn O.C.I Stamanl or Mel CUp gag.lk 300 ms 300 ms 4`50 ms 890169 1641 ms 270 ms 2m Bin 354 OB 374M fist1e r448im 341M 4421M 5601m OPENING,WHEN IT IS LOWER THAN TH E MUWON 4 Amnma 1.15•N1h O.C/SWdatd(Or0U1)Clip(Rq 4 480 ms 700 DB NIA WA NIA NIA 320 Br, WA N/A WA WA 682ms BBSIm 1121DB CAPACITY(FROM THE TABLE)OF THE SELECTED )Sxpiratlen Date 05/26/2021 4Arc113 @ 3'MIn O.C./(2)35ArgleClps/0D.4 700 ms 780 is SM lbs 15M He 1896 ms 530ms 58098 NIA 748 ms em es lamDa see cs emon n2D lmMULLION.IT WILL YIELD A MINIMUM ANCHOR mis NIA WA NIA WA WA NIA WA IUA N/A WA WA I, WA 10791m CAPACITY WHICH MAY BE USED TO QUALIFY1 Amr*r/FCUp(R05T 195 ms 1951m 20.9n 4451m Albs 135ms 14098 toms 187 ms 3321m a731m 170 ms 72115s zm lm ADD ITIONAL ANCHOR OPTIONS FROM THE Mlami-0 a Product Cont2Ancma®1.1314n.O.CJ FCUP(RO BT 240 m5 350 MG WA WA WA WA 1:4.ms rUA NIA WA WA 341 IDs 4421m 560Im ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. F-1.000'-7 FIGURE 1: FIGURE 2: 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. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.125" FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. LYIyN�i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. a,• 1}CENSF'•,l� ® ® ® ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ?• ''�� No.58705 ANGLE CUP MUST BE USED IN PAIRS. Soo 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �ATE ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDFIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125 7'X3.125'%.5'MULUONO •c, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT X (7"VF MULLION) ',,4.`y �� ® ® LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �i CL's ORiDP,. SR, ` ® ® THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'ONAL A./LYNNIMIhd ,P.E. FL P.E.#58705 w � TABLE 6A ®gn Murton Capacity Table Qbslilr) n Opening Width(forverlica*sparrirg m0lons)or Opening Height(for ho62entely-spanning mld9on9) So in 60 in 701n 601. gain We In 120 N 1401n 160 in r{? o Raotantluvtt Trep/Tdang. Rectanpdar Traprnre g. Reet"I'der Tr.p/Tdeng. Recti ngul TaprTrhng. Rectff,&. TrapRdarg. Redwg4ar Tmplydeng. R,MwAw Trapthri.g. Ractangder Traprrrwrg. RectangWar Trap/tmenp. 1;4x.125 Loafing Loadng Loading L..dng L-za Loadn9 Loading Loadhg Loading Losdng Lozdug Loedlne Lmdng Loafing Lcadrg Lmdm9 Loadng L-!m eye C1 aum.Tuteez _ a '., Au-. tea '„ a .' L'... Aa .. a .'_ :�' .F a A^ A a s.. ' Manion 5 � ell � a� X >� a B� a a a g e 'sem �� $ 0 LL rg 4ryq �'„ a is a � a a �� 5 < 3a 3 s � m% v A� °� £ sE � 'S g b� g�v 6_'e ��' �a� 5@' tx =? E1 g_� bT ga a a 5v a g 6.s 5� 5� t; a =6 a p zp �x §1 yaa gY 9a si z w Ec dr K 3 =d td 5� ¢rY E Yc r7 Sc 'J:c 3c ¢ �"u d¢ �� GK .c dK ..E - <a: K �o d°aJ 2E'. tY f o: .mac 4r� LU . 421. 170.0 520 170.0 435 170,0 744 170.0 478 170,0 868 170.0 5D6 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1480 170.0 521 145.8 1489 170.0 521 127.8 1489 170.6 521 N 0 N 48 In 170.0 708 170.0 524 17D.0 650 170.0 594 170.0 992 170.0 630 170.0 1133 17D.0 661 170.0 1275 170.0 677 150.3 1303 170.0 680 130.3 1303 170.0 Me 111.7 1303 170.0 680 97.7 13x3 170.0 860 J 50.6251. 170.0 747 170,D 563 170.0 696 170.0 631 170.0 1046 110.0 6BG 170.0 1195 170.0 773 156.1 1235 170.0 741 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 67.8 1275 1780 756 ~ LU Ti = (=7 W O o F- 64 • 641n 170.0 797 170.0 612 170.0 E56 170.0 691 170.0 1116 170.0 754 154.4 7168 170.0 833 1372 1158 170.0 637 123.6 1158 170.0 855 1029 1159 170.0 861 88.2 1158 170.0 861 T72 1168 170.0 081 ro O a) 601n 170.0 585 170.0 701 166.7 1042 170.0 797 142.9 1042 761.1 W2 125.1 1042 1467 815 1112 1042 136.8 801 100.0 1042 130.2 791 a34 1042 125.1 782 71.5 1042 125.1 782 626 IOU 125.1 782 l-- 40 0 631n 170.0 830 1709 745 1512 692 7636 BIB 129.6 992 144.4 799 113.4 992 131.0 782 1000 992 121.4 768 90.7 9922 114.8 758 75.8 GM 108.4 745 64.8 992 108.0 744 56.7 992 1080 7dd _ Z ri 66 In 165.4 947 170,0 709 137.8 947 148.0 768 118.1 947 130.3 768 103.4 947 117.7 752 91.9 047 108.7 738 827 947' 1022 727 68.9 947 85.1 713 $9.1 947 94.0 711 51.7 847 94.0 711 z C)n 2!J 721n 135.8 849 142.7 737 1132 649 121.6 722 97.0 849 106.9 708 84.0 849 96.4 600 T5.6 a49 88.7 606 87.9 849. 02.7 676 56.6 849'j14 659 48.5 849 725 652 425 849 72A 651 W n Wa 3� I �� 761. 115.5 762 720.7 6E5 96.7 162 1026 652 1125 762 80.0 640 722 762 BD,9 629 64.2 762 742 620 57.8 762 692 613 AM 752 602 41.3 70'2 60.9 597 MI 762 59A 595 N J 01) � ¢Z Q J r r Ni 781n 1.8.9 724 111.4 634 89.0 724 84,6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 634 SW 44.5 724 573 362 724 54.3 567 33.4 724 57.5 565 F -1 Pg in 69.8 513 71.8 483 58.0 547 60.7 476 40.7 547 524 466 43.5 547 47.1 458 70.6 54] 42.8 452 34.6 543 39.5 446 240 643 176 24.8 543 321 430 21.7 543 30.7426Q Z 1 677 479 58.9 427 47.8 176 49.7 419 40.9 478 .132 412 359 478 36.5 40e 31.8 478 349 400 28,7 478 320 395 23.9 478 366 20.5 478 25.6 380 179 478 242 776 a N _0 80Oh041.1 341 33.5 377 34,6 335 28.6 377 30.0 330 252 377 26.6 325 224 371 24.0 321 20.1 377 22.0 317 16.8 3" 310 14.4 377 17.1 304 (n $309 357 319 318 26.8 357 21.6 313 232 357 24.4 709 20.6 357 22.0 305 16.5 357 20,1 301 15.4 357 194 N Lv x N Y Y ^ 720 h 293 308 29.8 279 24.5 308 27.1 274 21.0 306 21.7 210 18.3 3011 792 257 163 308 17.3 263 = U x 1440 17.0 212 17.2 196 d � Z 0 TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 Anchor Ca act Table bs CAP- e�p� 9ubstate 2.7k COrarete 3.6k Ccnc. NORM CMU Filled CMU PT Woad Meal (DP_)X(_ANCHOR )=ANCHOR CAP.„„ h o 5/1s'Eke 114"33 EEO 5'16'Elco 1/4"59 I. Ata Slee) 912 9hnl 912 sled ULLICAP.,,o,,,,,� PRODUCT REVISED Anchor CBp Patterns Anchor Type. 7/16'EIo.LRI-On 1/4'Elco UOrecen 3116•Elco Umazon 1/4•Etoa uRraem (p5 as complying with the Florida ult- AOgreGe}ar ultrecbn AOOreGffiw 9amw(GS)eaew ) sum USE CIT FORMULA ORRESP NDI*ANCHOR Edge Dhtanoe Ont 1' 2-12' 1• 2-IfT 3-118• 1' 2-1Q• 1' 2-f/2• 2• 3.116• r 0.48• 0.54' a.3u• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code No. 17-0630.01 Embedment Onk 1,1/4` 1 7.344' 1314' 1-3/4• 2 1-114' 7-116' 1-1/4- 1-114' 1-114' 7-114' 21 1-3/6' 1316' tames ACTUAL PRESSURE REQUIREMENT FOR THE NOA- 2And-@ 4.7.7 Mk,O.C.;Standard or Oaset alp(Fig.142k 39O ms 1 390 1b. 4501bs 890 lbs 1644 lbs I 27D ms 2801bs 354 lbs 740)be 374 IM 65410.9 946Iba 341 ms 442163 6sOms OPENING,WHEN IT IS LOWER THAN THE MULLION Expimflon Dale 05126/2021 4 Amhom @ 2.25'Min.O.C./Standard(w Offset)Clip(Fla.3k 700 ms 701 ms 580 ms 14101bs 952 ma NIA 560 NO WA 630 ms WA 880 lb. WA 6821be B851be 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors g�1.15,NIL%O.C.f SNdanl(or met)Clip(Fla.4k 96069 1400 me WA WA WA WA 760 ms WA WA WA WA WA 1363 ms _j770169 224nma MULLION.R WILL YIELD A MINIMUM ANCHOR By 4 Aria.@ 3•Min,O,C.1(2)245 Anglo Clips I(Fig.5): 730 R6 780 me 660 ma 1560 Its 18961w 610 me 560 m. WA 7601t. 748 fee 980 We 1892 lbs 682[be WS las 1120 ms CAPACITY WHICH MAY BE USED TO QUALIFY Mlamt-O a Product Control _ 6 Anthem @ 3•Min.O.C.1(2)2x5 Angle gips", l(Fg.6): 11701bs 11701bs 1020 ms 23401be 21144 ms 810 lbs 840 ft N/A 1140 IbO 1122 me 1320109 2836 lb. 1022 lbe 1327 lbe 1680 ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhors@ 0.46'MIO.O.C./LIalp,Inlo.126'ANm.P17): WA WA WA WA WA WA WA NIA WA WA WA WA WA: NIA 1430 ms' ANCHOR CAPACITY TABLE 2 Anchors @ 225'Ma.O.CI F421p lFl0.0): 350 ma 350 ma 2801be 705 ms 476 ma WA 2B0 ms WA 315 @s NIA 440 lb WA 341 lbs 442[be 563 ms 4 Anehom @ 1.15'FIN.O.C.1 F4:IIp(Fla.9): 480 me 700 bs WA WA WA WA 380 Ib5 WA WA N/A WA WA 682 be 8851hO 1120 m. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 1.000' �--- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8. FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \' �Y LYNN • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \,10EN,q, 4.000' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES � No.58705 P TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =>tr FIGURES: FIGURE fi: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - _� _ • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %73 • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' :0,�.. SATE SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL %(Cs'•.;cCORtDT;,•=G\?� STUDS E A MINIMUM ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36. LL ANCHORS INTO GRADE SIMETAL SHALL AT LEAST 3SCREW THREADS THICK BEYOND THE MATERIAL#10 8 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.12T T 1•X4•x.125• A.LShGNIMIO.E. LLtE #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A � MulBon Capacity Table(Ibs/@z) Opening Width(for vertically-spanning mtilions)or Opening Height(for hort20rdagy-spanning muglons) 3C d 501n 60 in - 70 in BO W 913 In I Ito in 120 N 140 W 1601n 1x42.375 Rectan9Wal Traprtdan0• Rectangulu Tipp g. Rectanln9ar TWp7Tdang. ReeWngular Tmp7)tlang• Rectangular TmpMang. Rectangular Trep/Tdang. Rectangle. Trap/Tdeng. Rectangular Tnpfriang. Rectangular Trap/M.o. C m H L=adng Loafing Loedn9 LoaLoading Wallin lnadng lr,ading Waring Loadn9 Waring Loadn9 Loadrg IaadNg Waring Loading LOadng Loafing Alum.Tube �.. ^ f" RMunlon a P. sk g $ $ �, �a 1 wa � a a' a �� a c � o s & ygb sap qq9 a$ €aea ty p g } g $ a�i y E 5 ^ �� �8 9 98 �g9$ B t' �� Z T• W ` " " ` s� � � W121n 170.0 fi20 170.0 435 170.0 744 170.0170.0 868 170.0 SOfi 170.0 592 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 621 170.0 1775 1700 521 170.0 1887 170.0 521 w J (=j) 4a In 170.0 708 170.0 524 170.0 550 170.0 594 1711.11 892 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 sea 170.0 1983 170.0 880 151.8 2024 170.0 680 0: J n 50.625 In 110.0 747 170.0 563 170.0 698 1 170.0 631 170.0 1046 170.0 6.84 17oe 1195 1704 723 170.0 1345 170.0 747 170.0 1490 170A 756 170.0 1793 170.0 756 158.0 1919 170.0 756 136.5 (919 17D.0 756 � o 541n 17D.0 797 170.0 612 170.0 956 170.11 691 17D.0 1116 170.0 754 170.13 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 1704 861 137.1 1799 170,0 861 120.0 1799 170.0 861 W W O R m � rn 601n 170.0 885 170.0 701 170.0 1063 Vail '797 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 15% 170,0 996 155.5 1619 170,1) 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 973 1818 170.0 1063 F=•- to 0 ealn 170.0 B30 INA 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 We 156.7 1542 170.0 1076 141,0 1542 110.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 157.9 1157 g Z d m Q 6'c in 170.0 974 170.0 769 170.0 1169 170.0 BOS 170.0 1364 170.0 ID02 160.6 1472 17D.0 1085 1428 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.6 1472 148.0 1104 80.3 1472 146.0 1104 Z Z u)d 2 C 721n 170.0 1061 170.0 .876 170.0 1275 170.0 1009 150.8 1320 1662 1101 1320 1320 149.9 1082 117.3 1320 137.9 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75,4 1320 112.6 1013 66.0 1320 1125 1012 v7 U @ eV 'J 761n 170.0 113 170.0 W7 149.6 1186 159,4 1013 12H.2 1187 139.0 997 1122 1184 125.7 978 98.7 1184 115.3 866 89.8 1184 107.5 852 74.8 11M 87.8 935 60.1 1184 93.1 927 58.1 1184 923 825 F j (�j7 A U Z 781n 166.1 1124 110.0 967 138A 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 923 1124 165.0 916 87.0 1124 98.5 See 692 T124 89.0 890 59.3 1124 84.3 881 51.9 1124 I= 878 =O a � < .r-• h 90 in 108.1 844 111.5 750 90.1 814 94.3 736 773 844 821 724 67.6 864 A.7 712 60.1 844 66.5 702 51.0 844 614 693 45.0 8{4 54.2 678 38.6 844 50.0 868 33.8 844 47.7 662 F Z Z N 96% 89.1 742 91.6 663 74.2 742 77.2 652 63,6 742 67.2 641 55.7 742 69.5 631 49.5 742 54.1 622 44,5 742 40.8 614 37.1 742 43.6 see 31.8 742 39.8 690 27.8 742 37,5 564 U` 108 in 626 686 63.9 530 521 586 67.8 621 44.7 SBO 46.6 513 39.1 686 41.4 605 74.8 588 37.3 499 31.3 988 M2 492 28.1 588 28.6 481 22.3 588 2d8 472 19.5 688 24,7 466 n (n M m 111 in 57.8 555 58.8 WJ 48.8 555 49.5 495 412 555 429 487 36.0 555 38.0 43D 32.0 555 342 473 28.6 555 31.3 457 240 555 27.1 457 20.6 555 24.3 448 16.0 555 22.4 442 n )( 120 in 45.6 475 48.4 477 38.0 476 39.0 426 326 475 33.7 420 28.5 475 29.8 414 25.3 475 26.6 409 22.a 475 24.5 404 19.0 475 21.1 395 16.3 475 1a7 387 14.3 475 17.2 381 ® W lot In 28.4 378 277.7 305 220 330 224 701 18.9 330 19.7 297 1fi.5 330 17.0 283 L7 U X ¢ Q 0 0 e.p n a TABLE 7B Anchor Ca ac Table bs ANCHOR CAPACITY ADJUSTMENT FORMULA: _6 u €�m0 substrata: 27k Comrete ask Cam. NmIow CMu Filled CMU PT wood Melal (DP,„)X(ANCHOR CAP-m-,,,,c�_�CHOR CAP.,,, O 5te'Ek= 1/4.65 E1cp 5/16.2,,. 114'SSElco #IOSteel 02Steel #12Stad \MULLION CAP.,,,•,,. AnchorType' 3716'Fho Ultmcan 1/a•Elc=U1lmoan ��� 3/75 Bco Ul9acon t/4-Elco UlUacan Ag9mGaMr JIM- Aggre(3t Senw(W)ScreW(G5) Sonw(G5) USE THIS FORMULA TO OBTAIN THE°ANCHOR PRODUCT REVISED Anchor Clip Patterns as yIng with the Florida Eaga t3sWnce(W) t• 2-12• t• z-1? 3vB' 1• 2-1W• r 2-11T2• 3-7152- 0.45• 0.51• 0.324* CAPACITY REQUIRED'CORRESPONDING TO AN Buildinglding Cade Embedment M2 1-WP 13'4• 1a/4' 1-3/4' Y 1-1/4• 1-114' 1-1N• 1-114' 1-114• 1-114' T fa/B• tare• Lades ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17.0630.01 2Anchas®4.75MIn.O.C./Stanchd a dMet Clip(Fig.182p 300 IV. 390 lbs 45016. 890 ma 1044lb3 270N 28016. 354 Ws 740lbs 37416. 6641bs 948 D. 341 IDs 44216. 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors 235 MLI.C.C./Sland d(ar Offset)CDp Flo.3p MOM, 700156 58010. 14101W S52 ft WA 56016. WA filo m. WA 690lb. WA 682 lb. 88516. 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors 1.15 Mn.C.G I StendeN(or Offset)Clip Pg.4j 980lbs 1400 ib. WA WA WA NIA 760Ibs WA WA WA WA WA 1363 inn 177016. 2240 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Anoh=m'@ 3'MI..O.C./(2)2x5 Angle Caps 1(Flg.5): 7801bs 78014. 880 Ins 155D lbs 1896160 540 Ib. 560 lbs WA 7601b9 74816s 880 ft 1992 11m 5821tm BBS Ihs 1120 ma CAPACITY WHICH MAY BE USED TO QUALIFY Miarn a Product Control fi Amh= 03-Min.O.C./(2)2x5 Anal=CI1ps I(Fig.81 1170@s 1170 lbs 1020 IM234D ft28441b1 611)lbs 84016. WA 1140 In 1122 ms 132011a 28381be 10221bn 1721 ms teen ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arches Q 8.45'Min.O.C,1 u1 llp,Wt.-125-Alum.(Fp.7k WA WA WA WA WA WA WA WA WA WA N1A WAWA NIA 7430 mr ANCHOR CAPACITY TABLE. 2 Aneh m®225-Min.0G FL 1p(Fig BI 350 Bss 35016. 290 ms 705 W 476 lbs WA 280les WA 315 ms WA 440 115. WA 311 Ibs 442 I0s fi601bo 4 Anchors®1.15•1,11n.O.CI FCAp(FW.9p 480 ms 700 ibs WA WA N/A WA 380168 WA WA WA NIA WA 68216. B051t 11201ba NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. •--� 1.062" r- -j 1.000• f-- i TABLE NOTES: FIGURE I: FIGURE2: FIGURE3: FIGURE4: FIGURE B: FIGURE9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ytvlv • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,.•' -kCENyF•.�(�� SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000• . SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _=1p No.58705 . 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 090.WOOD SHALL BE I r o • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0.�•'. SATE F CVS` 606375 AND SEA MINIMUM OF.125°THICK.STEEL SPUDS TO BEA MINIMUM GRADE 33 AND.046" .375' .375• �CC53 ...........•.•`�` THICK(1 S GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125•THICK AND A36.ALL ANCHORS �i�S/ NG ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE A4ATERIAL.#10 8#12 1•X 4'X.375' 1'X 4'X,375'- 7// NAL 11 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. 'T'-MULLION MUWON A.L L P.E.#5870 P.E. FL P.E.N 58705 TABLE BA ® � s Mullion Capacity Table (lbs/f1)� $ i Opening Width(for lertlrailysponning mutons)or Oponing Height(for h°dzorde9y-spenNng mullions) Q 50 In 601. 701n 80In B°In 1001. 1201n 1401. 1601. 'u 0 125,x Rectangular Trzp/TAang. Reotmgdor- TrapTiiarg. Rectana lar Tmpfidane- Reemn9War Traprftlena Redtan®fer Tmp77dar1g. RedengWar iraplTtlang, Reetanglfar TraplTrlanp. Rectary141er 7rap/Tnang- ftectanguY r TngJiFlenB- 3.188": Loafing LD 11.g Leading. Laadng LoadNB Loafing Loading Loafing Loadmg LoadnB Laaditg Loodn9 Lowing Loaning Lcadng Loading Loading Lc4d"V �• L L• i ?� 2: L ,Z 2` 2• S A A Z 2^^ b T 2• i• D &• D L` t S 2• •• .265"Alum 73.. a 'S.. 13 Tube Mull $ a� IL "� �� as aB a a� s �� a A^ a g a asp a a �� A �� a a� a �� �� a �� a �� w LL s� s.� €¢ aG €� d� b$ � bg S� b'e � b5 6� b 13 S�' a5 g� b� b� a _5 a� �g 6 g� `�e b9 g� a� g 47 o U .1 _ a �� s g a 8 axe B s a n � Alz `�� 1rJ g� 9g �� s 3� � �' S 5 g 7 3 51 d`� s' ¢¢ s d`al f� �t"e 2to DC io rc 5�. d`o: 41: s� � a W 42 in 170.0 6'30 170.0]701 170.0 744 170,0 476 170.0 868 170.0 506 170.0 992 170.D 519 170.0 file 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170,0 521 151.5 1769 170.0 521 W 49 in 170.0 708 17D.0 170.0 650 170,D 584 170.0 992 170.0 630 170.0 1133 170.0 661 17D.0 1215 170.0 677 170.0 1417 170.D 680 154,8 1546 170.0 880 132-7 1643 170.0 680 118,1 1548 170.0 68D a' J SUM in 170.0 747 170.0 170.0 896 170.0 631 170.0 1046 170,0 684 170.0 1195 170.0 723 1700 1345 170.0 747 167.0 1458 170.0 7501 1392 1468 170.0 755 119.3 1468 170.0 756 103.4 1468 170.0 758 � � �a 2 54 in 170.0 797 170.0 170.0 256 170.D 691 170.0 1116 170.0 764 170.0 1273 170.0 603 1631 1376 170.0 837 146.8 1376 170.0 858 1223 1376 170,0 861 104.8 1376 170.0 581 91.7 1.376 170.0 691 O W O O 601. 170.0 885 170.0 170.0 1063 170.D 797 168.9 file 170.0 878 139.0, 1138 167.4 830 123,6 1156 158.8 919 111.2 1155 150.0 912 92.7 1158 144.8 005 79,4 1158 144.8 905 69.5 1158 144.8 985 , t=' W c) LU631n 170.0 930 170.0 160.1 1051 170.0 See 1372 1051 155.9 862 120.1 1051 1420 848 108.7 1051 1323 837 08.1 1051 125.7 53D 80.1 1051 119.5 822 66,6 1051 118.1 521 60.0 10.51 119.1 021 U � p- - Q 661n 167.1 957 170.0 139,3 957 151.6 805 119,4 957 134.0 790 104-4 957 121.6 777 92.8 957 1128 767 836 957 108.6 759 69,6 957 100.0 750 69.7 957 08.9 748 52.2 067 969 748 ? Z _1 z m 2 2 c 721n 128.7 001 1352 698 to7A 604 1152 684 91.9 804 1012 671 60.4 604 91A 660 71.5 804 64.1 650 64.4 9p4 78,8 643 53.6 8D4 72.3 633 46M 504 69.9 829 40.2 804 69.8 628 w =3 10 76 In 109.0 722 114.4 630 912 722 972 618 782 722 65.3 606 68.4 722 76-7 596 60.8 722 70.3 560 50.7 722 65.5 500 45.6 722 69.5 570 39.1 712 56.7 565 342 722 662 664 H _J r� rcZ 5 ? Q U) '.5 781n 1012 S83 105.6 600 84.4 685 89,8 568 723 685 70.5 377 63.3 665 70.5 5E8 562 685 61.5 560 50.6 685 60.1 553 472 685 64,3 643 362 685 51A 537 31.6 See 50.7 535 N r 901n 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 Me 44.7 434 38.8 515 40.8 428 310 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 497 20.6 515 29.1 ID1 � Z X ¢ ry � 961n 64.3 453 55.5 404 45.3 453 47.1 397 36.5 453 41.0 391 319 453 3S.4 386 302 453 33.0 379 272 453 30.4 374 22.6 453 28.6 366 19.1 453 24.3 380 17.0 453 229 356 4 F- to 6Z_Q m� rq $ 1081n 33.1 358 39.0 323 31.8 358 32.8 316 27,2 358 28.4 313 23.8 318 232 306 212 358 22,7 300 19.1 356 20.6 300 15.9 350 10.0 293 111 N 35.1 338 35.8 306 29,3 338 30.1 301 25.1 335 261 297 22A 376 232 293 19.5 338 20.9 289 17.6 338 19.1 285 x w XY U) 120 in 27.8 290 28.3 264 23.2 290 218 260 19.9 290 20.6 256 17.4 290 162 253 15.4 290 164 249 F LO N Q 1441. 16.1 201 15.3 18fi S m amt- zm, TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: 6- An harCapacity Table ibc) U ANCHOR CAP.,,,,,.,,", o n ❑�a� Summe: 27k C-aft, 15k Cone. Holm FfieO CMU PTWmd Mdal (OP,,,)X( =ANCHORCAP.a, ' a hrrlype St6'FJco Udnem fir Eko UIDO:m y1�BC0 Y76•FJeounrsm 1T Ek0Ul0acon vd°SS Fie 6116'&. tld•SS Elco alo sty ,4fzsteel O12 s1eW MULLION PRODUCT REVISED AnehorCilp Patterns Uft=n AggreGaor Uhxm Aggrecaa SCIM(GSI sclel(6o7 SC7ee(O5) USE THIS FORMULA TO OBTAINTHE'ANCHOR as complying with the Florida Edge UsWnce tin); t• 2-v2 t^ 2-1/r 3.1/8' t• z-vz r 2-1Q• r 3.1/8• 2' 13.43• 0.54- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code EMte7 n 1314• 134• 13/4• tau• r 1-14• 1414' 1114• 1-14• 1-1W 1111 r 1_s,- tam' .ate. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Ancr01S@1796un0.C.i Slar4wd Dr 095e1 Dip(Rg 1} 390Ibs 390116 450 MS B90 Ra 1 IM 2701.6 2906a 354 ms 740Ita 37410. 6646, 04606 341 LOS 4421cs 56010; OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Ancha.@ 1.13'Min O.G I Stotiald(or 01.M)Ctp(Fig zF 480 IDS 700 IN WA WA WA N/A 380 m N1A WA N/A WA WA ✓32Ite 8851b; 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4AM'TM7MN.O.C./(2)2a5 Angle dips I(Rg BY 780 I 760 DA 650®5 15MIM IMSW 540106 E6D 1m NIA 760106 746 ms 667106 tLcpm 6a2 Its SBS its 1120 we MULLION.IT WILLYIELD A MINIMUM ANCHOR By 4 Arcleo 0 0.45^Mtn.O,C./UCOp,I/do.12&'Alum(Flg 4). NIA WA NIA N/A N/A N/A WA N/A WA NIA WA WA N/A WA 1430 8s CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0ad ro uct Control _ IA Wrf FCIIp(f1g 5k 195105 1115 Be 225 Ibs 445Ile- SV Un 135 be 140 Ira 1771D5 3701bs /87ms 332166 1 473116 170M 2211m 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antro2®1.16•IAM1 O.CJ FCII (Fig Sic 240 ID3 350106 NIA WA WA NIA 190 be NIA WA N4A WA I WA 341816 442106 650 IDs ANCHOR CAPACITY TABLE- NOTE: ABLENOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ) FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I ® ® ON LOADING-SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `1L 111111/ll/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���a0 �� I FIGURE 3: 3188' UCEtv'q': ANGLE 3)MULLION . N AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE Q•,: ® ® ® ® BCLIP E USES T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ No.58705 •P SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265' C/l' ••' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -'0 :a- GROUT-FILLED •� r GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL A "`'" I :• �� FIGURE4: FIGURE5: FIGURE 6: •• ATE FFF r��� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ''OL••. ® ® 6063-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND %�S1t•1••"ZORIDP„•• ' p .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL 1.25•X 3.188'X 265"MULLION ���1.170............. O•'''•' ® [E] ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1'4'VF MULLION) 111jrI1VAL LE11�1 #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S,S. ® A LYNN MILLER,P.E. FL P.E.#58705 i TABLE 9A ®on Mullion Capacity Tablo(lbalfe) s Opening Width(farvetgcBOy-spanrdng mullions)oroponing Height(for hodxonWny-sparning intllons) 5c N Solo 701n BO N 90 In No In 1201n 1401a 160 N 7 a 1,25 x 3.25 P-1.g ler llaPTd.ng. 1101.agohr h danp. Reslengular Trop/Tda11. Raetangular 111WTrlanp. RnelmOBhr TmplTda.p. Re.1.01 I T�ep7Ttlang Ractan9N.r TapFrd.- R""'gel.r Trapridara Tie. und.r T.P/Td6n9. m Loedlnp Loading Loading Leading loading Leading La.dNg Loading Loading Leading La.&a Loading Loading Loading Laafte Loading Leading LOadln9 X.100 - U Alum.Tube Ilion NMu _ � LL lh� 1 11 42N 170.0 fi30 170.0 435 170.0 744 170.0 678 170.0 858 170.0 508 [40.8 982 170,0 518 1705 1118 17D.0 521 153.9 1110 178.0 521 127.7 010 170.0 521 109.5 1118 170.0 621 95.8 1116 170.0 521 N _ 48 In 170.0 708 170.0 524 170.0 050 170.11 681 167.8 978 170.0 630 878 1]0.0 861 130A 678 170.0 BT7 117.3 978 170.0 880 87.8 978 17D.0 580 83.8 978 170.0 E80 733 978 170.0 680 W 50:825 N 170.0 747 170.0 583 170.0 898 170.0 831 150.7 927 170.0 684 127 7811.5 708 1172 927 159.1 689 105.5 927 158.3 698 87.9 927 166.9 635 75.4 027 168.3 695 66.9 627 156.3 606 0� F _ 64N 170.0 797 170.0 612 1645 909 170.0 Set 132.5 889 163.9 683 069 141.8 668 103.0 869 134.0 660 927 869 129.0 654 17.3 669 128.8 052 662 SO 128.8 E52 57.9 669 126.8 62 rg Ili 60 N 143.2 746 1519 634 119.4 746 1323 020 102.3 746 117.8 605 748 107.8 599 79.9 748 101.0 592 71.6 740 08.0 507 59.7 746 913 683 511 746 93.3 503 d4.8 746 933 563 a' m M 07N 123.7 677 132.0 579 103.1 677 113.2 568 88.4 677 100.4 655 677 81.4 548 88.7 Bn 85.2 539 61.9 877 81.0 534 51.0 677 77.0 529 44.2 877 78.7 528 38,7 677 78.7 520 6 U (D 011 107.0 617 114.1 530 98,7 817 97.6 619 78.9 617 89.3 608 617 78.3 600 505 617 726 49d 630 617 68.7 {6d 44.0 617 61A 403 38.q 617 83.7 482 318 617 83.7 402 () d m Q 1 72 In 82.9 518 87.1 450 60.1 518 74.2 440 50,2 MS 86.2 d32 fit0 58.8 426 A8.1 511 fi1.2 119 41.1 810 58.7 414 34.8 518 48.6 400 28.0 516 440 405 25.9 610 45.0 405 Z J z° U o 7fi h 709 465 717 dOfi 567 486 828 398 60.9 465 .5d.9 380 405 49.4 304 39.2 465' 45.3 378 35.2 403 de a 376 29.4 405 30.3 3B7 25,2 465 346 384 210 465 362 353 W 9 1�0 78 In 0.2 441 68.0 387 543 441 57.7 379 48.6 441 50.6 372 441 45A 366 302 441 41.6 360 328 441 38.7 358 272 GI 319 340 23.3 441 33.1 948 20.4 447 327 345 .I ^�oa^Z 90 N 42.1 332 43.0 295 35.4 332 37.0 20 30.3 332 323 284 332 28.8 280 23.6 332 26.1 276 21.2 332 24-1 272 17.7 332 21.3 266 18.2 332 19.6 262 13.3 932 18.7 2fi0 IyyQI��. r so In 35.0 201 95.8 260 2a1 291 30.3 258 25.0 291 is 252 21.8 291 23.5 248 19.4 291 21.3 2dd 17.6 291 195 241 14.6 291 17.1 236 125 291 15.6 232 Z S O Q N 10810 24.6 230 25.1 to 206 20.6 230 27.1 205 17.! 230 1a3 201 15A 230 182 796 FF CQC Z 111 N ?7.fl 210 211 197 109 218 19,4 184 102 218 160 191 14.1 215 N.0 tee ain � a o co 90 N P o 8 120 N 17.9 t 187 18.2 1 14.9 187 15.3 167 Of m ® to U) N N (0 V Q t7 a a- z a rn 0 S:O 01 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: �' Anchor Ca achy Table Ibs) c0.1 3 9 e� af Substrate: 27kC rojeto 3.5k Cmc. ANCHOR DAP.,®,,,,, F o a HOBO,v CMU Filled CMU P7 Wood Mnfzi (DP„)X( ) ANCHORCAP._ 5116'FJ4o 114"BSEIoa SN G'Elco 14"56 Eleo 876 steel 11251111 Ill2 steel MUWON CAP.,",,,,,", PRODUCT REVISED Anchorlype: 3116'Elea Ultrocen 1/4'Ebo Ultraeon Ulagaan 3110"Elco UNmoon U4"Elco Nlrocon AOgroGala US, AggreGala Screw(O5 Screvl Seraw s) Anchor Clip Patterns i (G5) (G USE THIS FORMULA TO OBTAIN THE"ANCHOR os comptying With the Florida Edge Distance(In): 1° 2.110 1. 2-1/r 3-118• t" 2-112' 1• 2-12• T 3-116' r BAA 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embeds..(aq lain" 1a,'4- VAR' talo' r 1.114" 1-1/4' 1414" 1.114• 1-114" 1-1/4' r fa/6' Lag" wdas ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. '17-0630"0'I 2 Ar,dmrs04.75'Min-0.0.7Standard a 0flsel CAp(File 1k 390 lbs 300 lb. 460 lbs $001ba 1644;ba 2701bs 280 Ion 354145 740 ib. 374 lbs 664 It. 9462. 34116. 442103 580lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data 5/26/2021 4Aachors01.15'MIO.O.C./Slandard(or06se0Cip(FI9.2k 41014. 70D lbs WA WA NIA WA 3601bs WA WA WA WA WA 682lbs 88515. 1120 bg CAPACITY(FROM THE TABLE)OF THE SELECTED ' 4Anan. rs 03'MIa O.C./R)255 Angle Cgp./(F19.3k 700 a. 780 IW 630lbs 156011. 18981ba 540Iba SSD I. WA 780 m. 748lb. eeo ms 1692 im 062lbs 69511. 1120 to MULLION.IT WILL YIELD A MINIMUM ANCHOR 6y 3 Anon-®6.54•MN.G.C.1 tLC11P,nto.100"AWm.(Flp.4k WA N/A WA NIA WA WA WA NIA N/A NIA N/A WA WA NIA 95014. CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-D Product Control t Arnhorl FCip(FI2.Sk 19513 1951b3 225 me 445165 B221es 135 me 140 b. 177 its 370 lbs 1071ba $32 Its 473 ba 170lbs 2211bs ZaO lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhas®1.15'Min.O.C./FQIP(Fig.ek 24014. 356 No WA WA WA WA 19014. WA WA WA WA WA 1 341 lb- 1N2Ib71SBO lbs ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 1,26V x1.250°�I ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I I ® ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1111 I 1111 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260" 3.250' ��``` O�CENSN�Q ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•,� CLIP MUST �*� No.58705 ® ® ® ® IN USED 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL -•9 (/J� - BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE , 'l Fa FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ���'•,• SATE F// (V ® .046"THICK(18 GAUGE),STRUCTURAL STEEL 708E AT LFIIST.125"THICK AND A36.ALL .100" .100" ORION....''•;c4 ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25•X 3.5'X.100" 1.25"X 3.25 X.700' �iSS/ •'• � ��� ® LID-] ® #10&112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR �/,(�tNAL1LL 1�1 FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN�III'll! ,P.E. O FL P.E.#58705 TABLE 103. - ® ^ Mullion capacity Table pb■0) Z Opening Wdth(forvellicag3`spannmg mi ions)or Opening Height(fbrltDlizolda*spennmg millions) Q 50 h 601n 701n 80 in 90 in 100 In 1201n 140 in Ifi01a ( 126X316 R.tvagular TRm!.ng. RncnngnI hepRriano. RedangW Trap7Tdan9. Reelengular Treprrdang. Rsdangular Dp/7dong. R.lUnguin, Tr"fr(". Redengular TmpRlan9. Reaungular TmprTA.118. Rada,9War TrapRlang. ` w X.624 Loading Loading Loading Leading L..ding Loading Laedng Lauding LoaWnp Loading Loading Loading Loading Loading Loading Loafing Loading Loeding Alum.Tube (- 2 .E 9 5 'a ., z .s .e.. .b• .. .� .. '5.. .. LL Mull a a d o .ac 8 4 �c e� 3 3 8� R o n@. a€. ��, o ^�" o@ N as ve n� 3� 4ao 0 8€ � U 3 S �2 Ez" E� �¢ 1� -�� $� d`z 8� €. �� i $� E 8� € •�� 2i€ �� € �� 2 8� �' 8� a€ �d f€ I& z€ �� �€ $a" i� �s K�K' ZO W /2 in 170.0621 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 1700 992 170.0 510 170.0 1116 170.0 621 170.0 IND 170.0 521 170.0 1488 170.0 521 170.0 1736 170.0 521 170,0 1983 170.0 521 N -1 x � 481n 170.0 709 170.0 524 170.0 850 170,0 884 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 110.0 U17 170.0 683 170.0 1700 170.0 Ego 169.7 1079 170.0 660 148,6 1979 170.0 680 K 50.6251n 170.0 147 170.0 667 170.0 896 170.0 631 170.0 1046 1703. 684 170.0 1195 173.0 723 170.0 1315 170.0 747 170.0 1494 170.0 156 170.0 1793 VIA 766 152,5 1877 170.0 75fi 133.5 1877 170.0 75fi = 541n 170.0 797 170.0 012 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0]4o 170.0 1434 170.0 637 170.0 1541 170.0 856 156.4 1769 170.0 861 134.1 1769 170.0 661 117.3 1759 170.0 B81 O' W O to K 173 to In 170.0 at 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1411 170.0161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 110.6 1063 90.6 1511 170.0 1063 F U (W-7 63 in 170.0 930 170.0 745 110.0 1118 170.0 850 170.0 1302 170,0 240 INA 1370 170.0 1391 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1310 155.9 1072 69.5 137D 155.3f35614.3 3 1370 165.3 1070 m 661. 170.0 974 170.0 709 170.0 1169 173.0 303 155.6 1240 170.0 1002 1361 1248 168.6 121.1 1248 147-1 1000 f08.9 1240 iJ9.0 989 90.8 1248 130.1 970 77.0 1248 119.0 .1 1210 119.0 976 Z z i m = m T1 In 167.8 1019 170.0 878 139.9 1049 150.2 092 119.9 1019 1]21 875 104.9 1049 119.1932 1049 1087 846 03.9 1049 102,7 930 69.9 1049 91.3 826 59.9 1049 91.2 tOd9 91.1 820 w U 26 in 142.7 831 149.1 822 118.9 941 12fi.8 006 101.9 941 1112 791 892 941 100.079.3 941 91.7 766 71.1 941 85.6 767 59.6 941 77.0 744 91.0 911 74,0 6 411 73.3 736 oZ m 101, 132.0 894 137.6 783 110.0 E94 Ilan 767 94.3 891 102.4 733 02.6 894 91.9 73.3 B94 04.1 730' 66.0 894 76.3 721 55.0 E% 70.7 707 47.1 604 673. .3 804 80,1 698 S Sol. 65.9 671 88.7 59C 71.6 671 74.9 585 61A 671 65.3 575 53.7 671 60.2 47.7 611 629 556 43.0 671 40.8 651 35.E 671 43.1 539 30.1 671 39.7 9 671 37.9 626 Z Z � Q N � 96 in 70.8 650 72.8 527 59.0 590 613. 610 50.6 600 53.4 fi09 dd.3 580 47.6 39.J 530 43.0 4B4 35.4 593 39b 409 29.6 690 34.7 477 252 690 71.6 1 690 29.0 464 F x 10.91n 49.7 166 50.0 421 413. 466 42.8 414 35S 466 37.1 408 71.1 465 37.9 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 3B2 17.8 466 212 6 466 19.6 370 a rn N O Iain 45.8 441 46.1 400 382 441 39.3 397 32.7 441 34.1 307 28.6 441 30.7 302 263. 441 272 376 22.9 441 24.9 372 19.1 441 21.5 357 16A 441 19.] 3 441 17.0 351 � � on W Y Y 120 in 76.7 37B 36.9 344 302 378 31.0 339 25.9 37a 26.0 334 2Z.7 378 23,7 329 20.1 370 21.7 325 1E.I 378 19S 321 15.1 31B 18.7 314 ® 2 X to 144 in 21.0 262 212 242 17.5 212 17.8 239 15.0 262 15.3 236 0 O O t1 a� ZOO scn TABLE10B ANCHOR CAPACITY ADJUSTMENT FORMULA: o a g €W mW Anchor Capacity Table(lbs) U 0 0 ANCHOR CAP.,,,,,,,,,,, W rc� Subslmle' 2.7X COrtrde 368 CanC. Halaw G4U Filled CMU PTWood MHa (DP)X(MULLION >=ANCHOR CAP.,,,. 5'16'Eico 'WEsoC.S16-Elco 114'SSEmo gm61ed #12SWI m2ateel MULLIONCAP.,o,,,_ PRODUCT REVISED AnchorCllp Patteme An°ear type 3Ht7 Dco Wlmcm 14'EkoUlimcon gllraron a'1C Deo uarxm 1/r EXO Lllmaon AggreGaor Unmem AgDreOala screx(Ofi)Snex(05) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Edge mince anT 1• 2.1/2' 1• 2-112' 3-W 1' 2-112' 1• 2411 2' 3.116" 2' o,4a• D.51r 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Building Cade Em3,0I nt 1;1/4• 1 M4. • tali torr 2• 1-14• 1-14' 1114• 14Ic 1-1/4- 144 T 1-318• 11vir v-.I. ACTUAL PRESSURE REQUIREMENT FORTHE NOA-4o. 17.0630.01 le 2 Anctalrs @ 4.761 Min O.C./standard a Oriel Cip(mo 1) 390 an 890lls 4501os 890106 16M obs 27o IDs 280 Us 354 IDs 74017- 374 ms 694 me 946 ms 341 lbs 442 oni 660 ba OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Data, 5/26/2021 4 Arenas @ 1.15'Mln O.0/Staldar0(a gBel)Cap(Flg.2) dao lbs700 Dn WA WA N/A N/A 38011 s NIA WA WA WA WA 682106 B85 VIS 1120 a- CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arch0a@3'Mm.O,C.r(d)2r5Angle Clips/(Flg.91 7PA ms 78o lbs EEDIDs 15601m 18%Ibs 540lbs 56D 109 N/A XO Its 748 lbs 980100 1692 IDS 6621bs 8850- 1120 IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3AR1mrsQ 0.54•Mn,O.C.I ULiip,Inlo.100'AUDI flq 41 N/A N/A NfA WA NIA NIA WA NIA WA NIA WA WA WA WA 95D IS CAPACITY WH ICH MAY BE USED TO QUALIFY Miami-Da Product Conttol 1 Arclnr/FCEp(Flp.Sy 1D51D9 195 @9 2251Ds 445 W 022106 1351bs 1401D9 177 W 370106 1..... 932109 473 itn 1701bs 221 IDS 200IM ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancnom@1.16'MIAO.CJFLgp 811 21006 350 IDS WA NIA N/A NIA 1000- WA WA WA WA WA 341109 4A2IDS 560 IDS ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1.260° 1.250' ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION i ® ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11111 11 7 7117 7 3 MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE �`'C�`�-••-••••N��'��� FIGURE 3: ) 3,250° 3.250' `�Q�, •�10ENSF••,���i ANGLE SHEETS 21.23.HOLES TO BE DRILLED IN THE FlELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705 ,1.P ® ® ® ® BE USED =�•,: 76'_ IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL --D=Q, q� ) FIGURE 4: FIGURE 5- FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL lz BE 624' .624' �-.7 W, 6063-T5 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �T•'•, STA O 4Q ® .046-THICK(18 GAUGE).STRUCTURALSTEEL TO BE AT LEAST.125"THICK AND A36.ALL ��s9'•• ..........iORIDA••'��`� ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25 X 3.25"X.624" 126'X 3.25•X.624" S G O ® ® #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR �/J10NAL 1���`\ FIELD-MULLED UNITS FACTORY-MULLED UNITS MIIL A.LYNN LER,P.E. FL P.E.#58705 TABLE 11A Mullion Capacity Table Odell') Opening Width(alrvedicanysparrr)ng int ions)orOpening Height(for hcrizodall"penldng irdfions) C so in 60 in 70 In L 80 in 90 in 1001, 120 in 140 in 160 to x r^ OLL 125x394 Reclangdoor Trap/rdang, Rectangular Trep/rirang. RoctangW Trap?riang- Reclangular Trap/rdang. R-90h1 Tmpfrdang. Rectangular Tre7Jfdang. Rawngular Tmp/fdang. Raclangwar TapRdang. Rectangdu TmrJfrfong. y w Y.x3. Loading Loading ding Loading Loading Und5lg Loading Loading Loading Loading Loading LgodNg Loading LaadNg Loading Loading Laadfng Loading oZ C Eel Alum.Tuhe .Q Mullion a 8a :@, a c€ �€ `o m �@ m &o 8 a „�. ��. a ag, g �•� a� ., a� N iv o9 u u� v oe oa v v o'a e v u u o c v v rc v v '6 U =a 5 s �y �P s it; £� _> U) X63 w d`z` 2 �& i€ �d z� �& LL /21. 170.0 620 170.0 676 170.0 744 170.0 478 170.0 868 170.0 5D6 110.0 992 170.0 510 170.D 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 W J x J /B In 170.0 708 110.0 521 1740 050 170.0 584 170.0 992 170.0 630 170.0 1133 170-0 661 170.0 12T5 170.0 677 170.0 1417 17" 600 170.0 1700 170.0 630 170.0 1983 170.0 680 170.0 2257 170.0 680 C N 50.625 m 1740 747 170-0 5fi3 170.0 895 170.0 631 170.0 I046 170.0 624 WOO 1155 170-0 723 170.0 1345 170.0 747 170.0 toad 170.0 756 170.0 1793 170.0 755 170.0 2092 170.0 766 170.0 2331 170.0 756 1- n Lr o H 56 in 170.0 707 IND 512 170.0 956 770.0 691 170.0 file 1740 T54 170.0 1275 170.0 803 170.0 1434 1740 937 170.0 1694 170.0 056 170.0 1913 170.0 661 170.0 2231 170.0 061 760.2 2403 170.0 861 O' m Q � 601n 170.0 605 170.0 701 170.0 1063 170.0 797 170,0 1240 1740 070 170.0 1417 170.0 9!4 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.D 1063 1443 2163 170.0 1063 129.8 2163 170.0 1063 � F=-• L) to 0 63 in 170.0 930 170.0 745 170.0 1116 170.0 650' 170.0 1302 170.0 960 170-0 1688 170.0 1016 170.0 1673 170.0 1016 170.0 1059 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 � W z a 66 In 170.0 974 170.0 789 170.0 1169 1TO.D 903 170.0 1365 170.0 1002 170.0 1550 170.0 ION 170.0 1753 170.0 1155 170.0 1918 170.0 121D 1/3.0 19fifi 170.0 1P5 1226 1966 170.0 1288 1072 1966 170.0 1286 Z Z U m = 721, 170.0 1063 170.0 278 170-0 1275 170.0 1D09 170.0 1488 170.0 1126 1740 1700 170.0 U29 154.1 1734 170.0 1315 1383 1734 1648 1386 115.6 1734 155.9 1361 99.1 1734 150.6 13fi2 86.7 1734 1602 1352 1 � J� � YU o Tfi In 177.0 1122 ITOX 937 170.0 1346 170.0 1083 1685 1555 170.0 1209 147A 1556 1652 1286 13 L1 1556 151.5 1266 1179 1556 161.3 t251 98.3 1556 128.3 1229 842 1556 1223 1219 73.7 1656 1212 1216 J �2 U 2z 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 159.3 1245 136.4 1677 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 1169 1169 T79 1477 1109 1168 611.2 1477 1093 1169 0 Q n r 901, 1620 1710 1165 986 118-0 1110 123.9 962 701.6 1110 707.9 9fi1 840 1110 963 936 749 1110 87.5 922 TLO 1110 80.7 910 592 1110 77.9 091 60.7 1110 65.8. 870 dd.d 1170 fi27 B70 Z Z � Q N 96 in I7T.0 975 120.3 872 975 975 101ST856 83.6 11/5 BB] Bd2 0..2 9T6 745 029 65.0 975 711 017 565 975 650. 607 68.8 975 570. 789 11.8 975 523 776 36.6 976 493 767 I-- X�Z t0 1001, 121 771 84.0 696 68,5 771 70.7 Gas 58.7 771 61.7 674 51.6 771 64.3 684 45.7 771 49.0 655 41.1 771 449 677 34.3 771 ]09 632 29A 771 35.0 021 257 T71 32A 612 111 in 75.7 730 773 fifi1 63.1 730 65.0 660 51.1 730 56.3 640 47.3 730 49.9 631 621 730 45.0 622 37,9 730 41.1 514 31.fi 730 75.6 600 P.0 730 71.9 SA9 23.7 170 29.5 681 ^ _ N W m 1101, 59.9 624 61.0 653 49.9 624 512 560 42.8 614 46.3 652 97.5 b26 99.2 561 33.3 E2< 35.3' 537 30.0 624 32.2 531 250 624 P.7 619 214 624 24.5 509 147 624 725 501 ® X tY Y idd In 36.7 433 35.1 400 29.9 4.13 294 395 24.8 473 250. 990 21.7 633 724 385 193 033 20.0 301 17.3 433 182 376 f=.7 U N Q U U K ae� Zmfn N TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: O :E D' AnchorCapaclty Table(lbs) U s I -1 m� ANCHOR CAP.,,,,,,., F a ¢ Suteaate 27k COrcrete 45k Canc. NdIOW CMU Fuleo CMU Prwom Metal (IDP_)X( �=ANCHOR CAP.- PRODUCT va'SS Deo s16^Fxa vd'ss eco auto steel 012 stm 02$1 MULLION PRODUCT REVISED Anchv Type 016'Bto Mtaan 113'EhO UltmcOn UOracOn &76'6110 Utra:on va'FYouOracOn Ag Or Uarocm Align as screw(05)Scree(G5) Sow(G5) USE THIS FORMULA TO OBTAIN THEANCHOR as complying with the Florida RnchorClip Patteme Building compiling Eage gsUrce gnT r za/2• 1•' 2-v2• 01/1• 1' 20/2 1' 2-vr 2' etre^ 2 0.43• Dsa' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17-0630.01 Fslaednlnt Onk I-4' 1.44' 1514' 161/4' 2' 1-114' Vl-r 1-174' 1-114' 1-1/4' 1-714' 2' 1-311' tale' -[as ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnclrmQL79'Min O.C.I slandaa a'orset clip(Fig.7Y 390 m3 3s01x 45010. too 116 1.74 ms PO las 289 IDs 35SI 6s 740 Its 778 ms 0lis W6 Us 341 foo 4421ts 560 am OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date OW2612021 4 ArenOrs®115'Min O.c./statim(n c1Set)cop Q•tg 2T deo las 7m Us MA NSA NIA NIA 380 IM NIA WA N/A UA WA 692ms BBs 0e 1123 0s CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcrors 003"741rt O.G/�215Argte CEDsl lRg 37 78D Us 700 Las Seem. 156D Is 18961bs 540Ias 5W ft NIA 7'a01as 74B ms Beams 189211c 68210. 6656- 1127 ms MULLION.R WILL YIELD A MINIMUM ANCHOR By q Arci6m©O.TA'Mer.O.C./ULI!p,N10.100'Alum(F4 41 N/A WA N/A WA N/A NIA WA N/A WA N/A WA 70A N/A WA 126'X. CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Da Product Control 1A7ellD7/pLfip(rig Sj 105019 195109 2251as 4451as 822 Lhi 135 ms 140 m3 177 ms 370 ihs 127 Us 3�Its 479 to 170 Us 221 lin 2801ha ADDITIONAL ANCHOR OPTIONS FROM THE 2Ant11M9®1.tY MIrt O.CJ F4:Yp(}lg 6) 2400, 350 Oa N/A WA NlA N/0. tm ite tUA WA NIA ILA WA 947 ms 44261 56011- ANCHOR CAPACITY-TABLE 1,250' FIGURE 1: FIGURE 2' TABLE NOTES: ® ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ® ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �vt N N /JJ FIGURE 3: ) 3.9e \�.�',�p YLY N AN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 1 �10ENSF'•.C� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q-;' ® ® ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. z. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL SOY- /( FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF(1:55.ALUMINUM SHALL BE -_ l 7 Q/ ® 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �4° ® ® .045-THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL -)- CC�1''•:c�ORIOP,••'G\��` ® ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. 1.25'X 3.94"X.624' A,LMDIN POH56Lk,P.E. • MULLION FL P.E.#58705 TABLE 12A Mullion Ca .city Table bsi t= Opening Width(fortettically-spenring mutons)or Opening Height(for hodzont ly-spanning mu Ions) �" $ 0 50 in W I. 701. Bo In BO In too h 120 it 1401. 160 in Rec1-111lar Trep/TAvg Reclen9dar T-L-§.ii Rectal4Nlar Trzpdiden9• RectangJu TrapTlan& Reetangula TIWTd • Redagulef TrapRdarg. pectanAula Trep7.zng. Rectangmar TnFJTAang. Rectarlg.lar LeprtAana _ 0 2%4X25 Loading L�dng Loafing l ing Loadn9 L-Ept; W&5. Lnadng Ln I[Ag L-.rp Lwmng L.&I LwdIng Lnadng LoadnB Lmdng Uadig Loadng A Alum-Tube F r r x z x p r r 17NA r r 3• o .F 3' n F Ar r r r k r > x• a 3• r g r ,;; o;' Mullion AB S m s K.8 • as a �G m o3 �� _ 8 a3 4e Y 3a c3 c7a 3 B9 a 85. N bg 6� s� �� as g e� nm x� s� r'� �g z e s� � ie� E" �� r� �� _ 6 s t `� �b�� �� � �� in d X $a� z dna s� < �� z� �rc ao so e s z z� $rc sc �� zZ 421n 170,0 620 WILD 435 170.0 746 17ol) 478 7700 0015 506 170.0 992 170.0610 17D.0 1116 170.0 521 173.0 1240 170.0 521 170.0 1480 170.0 521 170.0 1735 170.0 521 170.0 1987 170.0 521W48 L1 170.0 703 1700 524 170.0 B50 170.0 684 170.0 892 630 1TR0 1131 170.0 661 170.0 7275 170.0 67T 170.0 1417 170.0 680 170.0 17DO 170.0 Me 170.0 1983 170.0 680 170.0 7267 17eo B80 gj u) D O 74 170.0 503 170.0 896 170.0631170.0 1048 . 684 170.0 1195 170.0 728 170.0 1346 I7aA' 747 170-0 1694 170.0 736 170.0 1783 170-0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 rn �50.1T151n 17. 7 � 541n 170.0 T97 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 764 170.0 1275 17eO 80.1 170.0 1434 170.0 837 170.0 1594 170.1) 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170-0 2550 170.0 '881 W p 60 in 1700 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170,0 1417 170,0 9M 170.0 1594 170.0 S96 170,0 1771 170.0 1039 170.0 2125 170.0 1063 VILA 2479 17D.0 1063 1608 2680 170,0 1063 0 Cl) w 53 N 170.0 930 170.0 7d5 170.0 1116 170.0 e5o 170.0 1302 1700 940 170.0 1488 170.0 1013 170.0 1673 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 1168 766.7 2557 170.0 1177 143.9 2553 170.0 1171 Q ~ z Z t 661. 170.0 874 1709 789 170.0 5169 170.0 BM 170.0 1364 170.0 1002 17CD 15M 170.0 1066 170.0 1753 170.0 1165 170.0 1948 170.D 1210 170.0 2338 170:0 1279 151.9 2437 170.0 1286 132.9 2437 1700 1280 Z _ c 771- 170.0 1081 170.0 878 170.0 1275 170.0 INS 170.0 1408 170.0 1126 170.0 1700 1709 1228 170.0 1913 170.0 1315 170.0 2125 170,0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1628 1082 2184 170.0 1530 w V y (� J 76 in 170.0 1122 170.0 937 110.0 1346 170.0 6080 170.0 1570 170.0 12W 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 19M 170.0 1505 121.8 ISO 161.6 1548 106.1 1960 154.0 15J5 929 19E0 152.7 1531 d, W; `J z a� �z 76 in 170.0 1151 170.0 967 170.0 1381 170.0 6116 Vile 1611 170.0 1250 170.0 1842 170.0 1368 1527 1861 170.0 1474 157.4 1861 1611 1500 114.5 1861 147.3 1473 982 IB61I 85.9 1861 137,8 1454 ? U) n _ 90(- 170.0 1328 170.0 1144 149.1 1398 156.0 121g 127.8 1388 136.0 119B 111.8 1396 121.3 1179 99.4 1398 110.2 1162 e9.5 1398 101.6 1147 74.5 1398 89,8 112 63.1) 1388 659 1368 78,9 1098 J c- Z Z 51 s6 In 147.4 1229 151.5 1098 125 129 127.8 1079 1052 129 111.2 1061 021 1221) B8.9 1014 8I.8 129 89.6 1029 73.7 t29 824 1016 61A 1228 722 993 5Z7 129 46.1 1229 62.1 957 � Q �..z F 108N 103,5 871 105.0 BT7 S6.J 971 89.0 862 74.0 971 77.2 Bag 6d.T 071 68,4 831 67.6 871 61.8 825 $1.8 071 56.5 815 41.1 971 49.0 786 37.0 971 324 971 40.8 771 N0 ao1111. 05.419832 79.5 019 810 019 66.1 919 70.9 806 50. 918 62794 510 919 58.7 784 47.7 919 51.6 774 39.7 919 44.8 756 34.1 819 20.8 910 37.1 732 Wo W755 766 76.8 716 628 788 66.5 70.5 53.8 788 59.8 895 472 786 19.4 696 41.9 780 44.4 677 37.7 786 405 668 315 788 74.9 653 27.0 786 23.8 780 28A 631144 in 43.7 546 442 E04 36,4 Us 31.0 498 31.2 646 31.9 491 27.3 54fi 28.2 485 24.3 606 25.3 479 21.8 546 229 474 182 546 19.5 464 15.5 546 13.7 546 155 448 U N Q O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: a zmO xO Anchor Capacity Tabie(Ibs) ANCHOR CAP. \ o q-µ Sut5121 271 C•nretNe 35k Oon0. N011.cmu Fl4b C81U PTWccd Mad (DP-)X( /=ANCIIQR GAP-„o U F m N a��' 5176'Elc- 101 114'SS Elco 1216'-1 7/4.53 EI 810 Sled .Y12 S- M2 steel MULLION CAP.,.,,,,, G Anchor COP P attems Mena Type:kib� 7--40 acon v4•I]cOUDracOn UII -n an6'Fltouttrsm 114.61co Uttracon AQ =r Ugracon Agglectata sclew(G5)Sc-(G5) S,-(GD) USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED Edge Lislaree Ent 2-VZ 1" 2-vr 3-111• 1• 2.1/2• I. 2-1/r r 3.1/8' z o.1. 0.5C 0.327 CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida 51nDednelt Ent3'4• 1;410' 13'4• r 1.110• 1.114• 1-114• 1.114^ 1-114• 1010• r 1-3'8• ta&e' vales ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2A.chon 1p]4.75"MIA.O.C.r Slydaooroimt aip(Fig 782.1: IDs 450105 Ego los 1644105 2708Ls 2031108 3548. 740 Ito G74 IDS 664 IDT 94617• 341 IDs 442 IDS 560 IDS OPENING,WHEN RIS LOWER7HAN THE MULLION NDa-No. 17.0630.01 CAPACITY FROM THE TABLE OF THE SELECTED 4 Archon®261'.011.O.C.I5Wd3r0(a Q'eel)Cup p9g 3701)5 630 IDS 1465 IDS 1424 1b NIA 5m 05 NLA ®5115 111.0 880 ib9 tUA %2110 Gas ADS 1120 1)5 Etcp{ration Data 05/26/2021 6 AMA-@1.71•MU%QQ I stenalm Wormill,UP 0947 'A 758uts 1946 m1 WA WA 705 Me NIA MAIDS WA WA IVA 1D221W 13271ts 1683109 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A.11015(�9•Ml..O,O.f Ch 215 Angle gipsl61a 4350 IDS 7560 IM 1866 ms w'0@7 5o3as -NIA 76016s 748 Drs BBO IDS 189205 662015 885 IN t7z01Ds CAPACITY WHICK MAY BE USED TO QUALIFY By 6Ancto.@ YMM..O.C.f 6?)2x5Ar01e Clips l(Flg 6k 11701bs 11M= 1020189 240104 zeds os etu 1)5 =;t. NIA 114D t121Ds i32J IDs zB9E IDs 713221[8 13271)5 tfiro IDS ADDITIONAL ANCHOR OPTIONS FROM THE Miam>- Product Control 3AVAO.(ej 1.34'MIA.O.C./U4:Op,In10.125'Alu 09jF 71 NIA WA NLA WA NIA NIA WA NIA WA WA WA WA NIA WA IOTA ANCHOR CAPACITY TABLE. 6 Arch.®0.64"MEA i0C./UCAp,lnt-.125'AIM 0`19.4 N/A WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 21 NS 2 Arrcilors 268'IArt O.CJ FClip fflg g): 370109 970104 375105 7431m 7121Ds NTA 28011. N/A 31610 NIA 440105 NIA 3311. 442115 560115 3Arcters®t.71'MIrt O.C./F42'p(Flg.1157 4431D9 5252. 379105 I 873 gs NIA NIA 1 3631es 1 NIA I 3NIW IVA I WA I WA 1 6110)5 1 664 IDS BSO IDs NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: 2.000• • • • • • o TABLE NOTES: III ItI • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ��� y LYN GENERAL INSTALLATION METHODS. ON--..... o • • • • ��'� .• 1,10EN4F'. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • o • • • e • .250" 4.000" _ 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 _,9 /A o • LOCATIONS. -0 � ,VLtl�IY� FIGURE 7: FIGURES: FIGURE g: FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT •�,cN•.. ST TEO I .(V�: F.-.1 • o CMU SHALL CONFORM TO ASTM"O.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. I (C '•..40RIDA•.•' • • (FIGURERS. (CMU) i s MUST BE USED ALUMINUM SHALL BE 606375 AND BEA MINIMUM OF.125-THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 2'X a•X 25•MULLION IN PAIRS, GAUGE).STRUCTURAL STEEL TO BEAT LEAST,.126'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW M LL��\`P.E.A.LIiI�N THREADS BEYOND THE MATERIAL 410 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 13A R Mullion Capacity Table Ibimli2 w 3 $ Opening Width(faruertfca6y-sperrintg muMons)or Opening Height(for lnrimNallyspsrrdrg mUllom) Z; a Sol. 60 In 701. Be in 001n 100 in 1201n 1401n 1001n i o Ruetnngulsr Tmp/Tdang. Rectangdar TmpW-g. R.cWo Mr Tmprrdang. Redangdar TmplTdane• Rectangular TmgTdang- Reclangdar Tmp'Tdang. Reclang9ar TrnpiTM1anO• Redanguier Tmp/Tdmg. Recfa&na Tmprfdang. m 2X6X.26 tcadig I.-Mg Loafing Leading i.medng Leading Loafing Laadig Loafing L wing Lo•-dng Leading Loafing Loafing L.adrlg Wding laadrg lnadng Alum.Tube r p r L- r r S £ r r r z• r p r �• r r r r 'aMullionm a A A a w a • m �^ R a � .. n A : : m a � € � m a m o 1-121- vv �, Rv v S ` Oa v s� r s to a re aty $a a �� ss �� sg b& �- gal3� 3e �- sa sa �a 3 �� o I� �� �� 20 $a" �rc sa �� �9a 1 29a 1a 2 arc 2'B �rc s� �a � �� � ld'� s ¢`a 2� 8� au z & W !94 n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 892 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1063 170,0 621 w P _ n 1740 706 170.0 $24 170.0 850 170.0 584 170,0 892 170.0 630 170.0 1133 170.0 661 1740 1275 170.0 677 17D-0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 one 170.0 2287 170.0 680 ? - rn 1. 170.0 747 170.6 663 170.0 8S8 170.0 631 170.0 1048 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0'2092 170.0 756 170.0 2391 170.0 756 tN-. W 0 _ n 170.0 797 170.1) 612 170.0 950 170.0 691 17D.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 1740 837 170.0 16M 170.0 858 170.0 1913 1700 681 170.0 2231 170.0 861 174D 2550 170.0 861 T� ~ o to n 170.0 885 170.0 701 170.0 1063 770.0797 170.0 1240 170.0 876 170.0 1417 170.0 944 1740 1594 170.0 896 170.0 1771 170.0 IBM 170.0 2125 170.0 1063 170.D 2479 170.0 1063 170.0 2833 170.0 1063 En 170.0 830 170.0 745 170.0 1116 170.0 1150 170.0 1302 170.0 940 170.0 1488 1TD.0 1015 170.0 1673 170.0 1078 170.0 1858 INA 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2875 170.0 1171 Z 4: 661n 170.0 97;1 170.0 789 110.0 1169 170.0 803 17D.0 1364 170.0 1012 170,0 1558 170.0 IBM 170.0 1753 170.0 1155 170.0 1948 170.0 1210 1740 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 = C 72 In 170.0 1983, 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1218 170.0 1913 170.0 1315 170.0 2125 1740 1387 1740 2550 170.0 1188 170.0 2875 170,0 1529 170.0 3400 170.0 1510 W ZE W 0 76 in 170.0 1122 170.0 937 170.0 1348 170.0 1000 170.0 1570 170.0 1209 170.0 1794 1740 1322 170.0 2019 170.0 1421 170-0 2213 170.0 1505 1740 2fi92 170.0 1819 170;0 31d0 170.0 1695 170.0 3589 170.0 1705 a J a o 5 .rcZ 78 In 170.0 1151 170.0 967 170.0 1361 170.0 1116 170.0 1611 170.0 125D 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1788 F r 80177 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 1740 1653 170.0 2391 170.0 1793 170.0 2058 170.0 1918 170.0 3168 170.0 2125 156.0 3413 170.0 2273 138.5 3413 170.0 2361 Z 'Z 'J 4 7 9881 170.0 1417 170.0 1232 170.0 1703 170.0 1434 170.0 1883 170.0 1622 170.0 2257 170.0 1784 (70.0 2550 170,0 1952 170,0 2833 1740 2095 ifi0.0 3199 170.0 2338 137.1 3199 160.6 2470 120.0 3199 156.1 2428 a u, �m6CD OCD 108 in 170.0 1594 170A 1409 MIM3170.0 1647 170.0 2231 170.0 1870 170.0 2550 170,0 2078 164.8 2781 170.0 2271 148.3 2781 I81.B 2337 123.8 2781 140.4 2281 105.8 2781 125.8 2234 B2T 2781 116.0 2190III In 170.0 1638 170.0 1454 1700 170.0 2293 170.0 1032 170.0 2021 170.0 2149 1518 2832 1823 2145 1368 2672 1484 2216 1138 2&72 120.! 2188 87.8 2632 115.1 2128 85.4 9'32 108.3 2098 � x120177 170.0 1771 170.0 1586 1859 151! 2252 1548 1981 135.1 2752 161.4 1986 120.1 2252 1272 1938 108.1 2252 1181 1915 941 2252 99.8 1872 771 2252 08.9 1838 67.8 2252 81.6 1008 x Q1M N 125.1 1564 126.6 1445 1425 88.4 1564 815 1407 76.2 1564 80.7 1380 645 1584 72.3 1373 62.6 15E4 65.7 1758 521 1564 56.0 1330 44.7 1564 d91 1305 39.1 1564 44.4 1283 L9 Q N Q TABLE 136 O d Z � ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 �L a An her Capacity Table lbs ANCHOR CAP.„,,,,,,, L) e .y substmle: 2.Tk Concr-M 3.5k Cana. HOIIew CMU Filled CMU PT Mod Metal (DFI,)X( )=ANCHOR CAP. 5116•Elco 1/4'SSEtoS/1WE1co 1W BeEto glosteel et2Sleel 01251..1 MULLIONCAP.,o„e,., PRODUCT REVISED A.I.r/PQ 3116'FJco Uleaean 1I4•�co Ultracm 3116•Elco Ulm. 1!4'Eta,Uleacm ) ( ) as eom t In with the Florida Anchor Clip Patterns Ultracm AgOleGawr Lamm AWy Gamr 9uew(G5 Screw(cs) S.r.w GS USE THIS FORMULA TO OBTAIN THE y g Edgo Distance OnC 1' 2.1/2• 1• 2-1R• 1118• 1' 2-1R' 1' 2-12' 17481b� 3-118' 7 0.48'- 0.54' D.324• CAPACITY REQUIRED'CORRESPONDING TO AN Building Code Embedmml Lint 1-14' 1.3/4' 1-W 1-14' Y 1-1/4' 1-1/4' 1.114' 1-t/4' 1-1/4' Y 1-/B' I-Ie• .codas ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Anchm@4.7s Min.O.C./Stendanl WO�et Clip Fig.1821- 360160 3901bs 45o on 490166 16441es 2TO Its Me ba 361 ws 740 Its6641bs 94815. 341 the 44215. 580@- OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Date 05/26/2021 4 Anchom 09 4.68-Mllt O.C.!SMrgt&d(or OB.el)Clip(FW.3): 76016, 780 Ih. goo Ibs 178015. 3232lbs 540165 560 m. 708 ma 1490 me 748 It. 12721be 189215. 682 m. 885Ibe 1129 Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchor-@1.71-Min.O.C./SMndud(or Met)CFp(Fg•4): 118DRs 1400 1b, 101016. 2595!be WA WA 940 It, NIA toss lbsWA WA 1363 lb. 17701t. 2240 ro- MULLION.IT WILL YIELD A MINIMUM ANCHOR gy_ 4 An.ha-@ 3"MIN O.C.1(2)2-S Angle Crips/(R0.5): 780 U. 78016. BB01b5 Me Ib- 1896 lb,; 540lbs 560165 WA 760 1b. Ban Iba 1892 lba B621b- B851bs 1120b. CAPACITY WHICH MAYBE USED TO QUALIFY6Anchn-@3-W.O.C.1(2)2x5 An0M Clipsl(Flg.6); 156011. 15fi01b. 136016. 3120156 3792 lb. 10M Ib- 112015. WA 1520lb. 1780 m. 378416. 1383 Ibs 1770 Its 2246 m. ADDRIONAL ANCHOR OPTIONS FROM THE 12 AMhws@1S Min O.G!(2)2x5ArgL gips/IFlp.T): 1860156 210016- 1440 ws 31BO bs 'WA WA 1320 lbs WA 150015. WA WA 204516. 2654166 3360It. ANCHOR CAPACITY TABLE4 Amhw-@ 1.34:Min O.C.I U-glp,Into.12V A Um.(Fig.B): WA WA WA WA WA WA WA WA IBAWA WA WA NIA 14301bs 8 Amhma @ 8.64'Min.O.C,I LLCh1p,Into.125•Ahpn.(Fig•gZ WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2e81 Ibs F•---2000'-•S 2Ancha.@ 4.60•Mn.O.CJ FCdp(Fig.t0} 390 the 39015. 450 Its 690 Mm 1816M 270 lbs 28015. 3541ee 740Ih4 374 ws 83815. 948Ibs '341 Lb. 442 pa 560 ms 4 Anchor®1.71'J+Gn.O.CJ F-C2w(Fig.11): 590 It. 70010. SOS lbs 1298105 Wq WA 47015. WA 53716. WA NIA WA 602 165 88515. 1120 ILL. 250 NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE 1: FIGURE 2 FIGURE 3: FIGURE4: FIGURE e: FIGURE 9:FIGURE f0: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • m ♦ m • ° LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `����aoNY•(.YNN�/lir • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • 6.000" : .:' 1.10ENgF'•.�e 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 _ No.58705 FIGURE 5: FIGURE 6: FIGURE 7: • SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •• ANGLE 1��� • • • • • • HPAIRS. CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDCSATE(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :,(k• • • • • • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF-125" ( •.FZOR1D7`MU57aE THICK STEELSTUDSTO BEAMINIMUM GRADE 33 AND.045THICK(10 GAUGE).STRUCTURAL STEEL TO �SS� "• ♦ • • • • USED IN BE AT LEAST.125THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW /� % (,,E 1`THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.OR 410 S.S. 2'%6'X.25' A,tNWTJ 1�.#5B F2,P.E. MULLION � FL P.E.#58705 TABLE 14A Mu@on cap cilyTabla,patfej Z Opening Width(for eerilcaly-sparring m-Noes)or Opening Height(for hodzontaly-sparring md8on9) b So In 5D In 701n Be In 901n 100 In 1201. 1401. 1601n Rectangular TraD/Tdag. ReclarpNar T2plTdang Rectangular Tr4p'TAarg. RaetaxgWar TnpTnarp RectmgWar TrspTdwip. ReetOrgumr 7raprTdaxg. Rwtarguls TraidTdarq RectaraWar Tayrdang. ReelatBular Tnp?riarry. F� 1.26"x 2.11" Loading Loadup Loading Loading Leading lnadrrta Loading Loading Loading Loadrp7 Loading Loading Loading larding Loading Loadlr® Loading taadlog ^Y U x.125"Alum _y ,� ,� �• z• r r •^ r x & r r x r r r p •^ x n r r r r n r •^ E It Tube Mull 'e a $ �� � a s ag Lffi g as a` a� a s �$ Z �a Irl o w 421. 144.2 525 167.0 428 120.2 526 14&912614&5 526 1389 414 90.1 526 134.6 411 80.1 526 134.1 411 721 528 1341 411 60.1 526 1347 611 61.5 52fi 1311 Ott 45-4 5� 134.1 N1 J = j J U) 481n 966 403 1060 333 60.5 403 94.7 403 BOA 320 60.4 403 81.4 317 53.7 4(13 79.1 315 483 403 786 314 40.3 403 78.6 314 345 403 78.6 374 30.2 403 788 314 K 50.625 In 82.3 362 91.0 301 fi&e 352 79.3 362 71.9 289 51.5 362 67.2 266 45.7 .362 64.6 284 41.2 362 616 283 343 362 63.5 283 2&4 362 &iii 283 25.7 362 615 283 o 54 In 67.8 318 74.1 267 56.5 318 64.2 318 57.7 256 424 310 63.6 253 37.1 318 60.8 250 339 318 435 269 2113 318 49-1 248 24.2 316 49.1 248 212 318 49.1 241 O Ill O 60In 49.5 255 63.1 219 41.2 258 457 258 40.7 210 3a9 259 37.2 207 27.5 258 34.8 2204 247 258 33.4 203 206 258 32.2 231 17.7 256 322 201 15-5 268 322 201 Mc° t7Glia 427 234 45.6 20D 35.6 234 39.1 234 34.7 192 267 234 31.6 1&9 217 234 25..4 186 21.4 2'34 2&0 154 17.8 234 26.6 183 15.3 234 265 183 13.4 234 28.5 183 W Z 66In 37.2 213 39.4 183 31.0 213 33.7 213 29.8 176 23.2 2'13 27.0 173 20.8 213 25,1 170 1fl0 213 23.7 169 15-5 2f3 22.2 767 13,3 273 220 166 71.6 213 220 188 Z z Zo m CU 72 M 2&6 179 30.1 155 23.9 179 250 152 20.4 179 225 749 77.9 178 20.3 147 15.9 178 18.7 145 w � J.' O 76m 243 161 25A 140 20,3 161 21.6 137 17.4 167 19.0 135 15.2 167 17.0 133 I N =@ rcz Ta In 225 162 23.5 133 18.8 t52 189 731 16.1 152 77.5 1Z8 J �o TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: z- Q Z 00 i Anchor Capacity Table Qbs) ANCHOR CAP.,,„-A, _ SNStrte' 271,C-.te 3.SK Cmc. Holb11'CMU Filled CMU PT Wood Meta (DR.)X ANCHOR CAP... a � X.. •.O mp Sli6•Eke 1/r SS Ek0 5116'Elco 1/4•SS Eko 1170 Strom 012 St J pt2.twl MULLION CAP. ,,,"� r � Arcnorrypc 9t76'EKO Nt2em VJ'f9co Urtrdem N1�m 3/16'ElcoUn2con 1/d•Eko Utuaem Ag9eGalor Ullram AggrdGaor Stn (G5)sciea(GS) s-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR LL N Y Anchor Clip Pattema CAPACITY REQUIRED'CORRESPONDING TO AN 8 X X CO Y Edge ObI2(Ke(ink t' 2-tYt t• 2d2 3v8' t- 2-42' t• 2-12" 2' 3-118° 2 a48' 0.51• 0.924' F tp Cn F belaag0nk 1•'J4. 537r 15'4• 15lr T 1-U4' 1-v4• 14rT- 1-vd° Nf4• t-7/4• T 1-9'8' 15x8• vanes ACTUAL PRESSURE REQUIREMENT FOR THE O N Q 4Ariters®shun.O.C.r�2c5Axglc CODS/(Flg.tY 780ins 780 ros 6BOIt6 15®105 76_x6 Rs 54085 fS0705 WA 7®IM 7461[0 BBO ins t8i21a 682 ros 88585 1d901he OPENING,WHEN IT IS LOWER THAN THE MULLION Qe- Z CAPACITY(FROM THE TABLE)OF THE SELECTED S d' Co m O MULLION.IT WILL YIELD A MINIMUM ANCHOR a �i sQ m CAPACITY WHICH MAY BE USED TO QUALIFY 8 o p� ADDITIONAL ANCHOR OPTIONS FROM THE va ANCHOR CAPACITY TABLE. PRODUCT REVISED ) ascorn fting with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 By • TABLE NOTES Miami-DaK Product Control 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 268° SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. CLIP MUST BE USED IN PAIRS. .1254)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT'-FILLED � Y LY NyCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED ]I- ANGLE ��\ O..10EN YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 1 \� tel; 1- 4 e THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045 THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125 MULLION '••� LEAST.125'THICK AND A36•ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) * No.68705 THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.L`IMMIUR,P.E. FL P.E.#58705 TABLE 15A 1 Mullion Capacity Table(IbSBt � Opening Width(for tsdiraly-sparring mUlicm)or Opening Haight(forhOrizordally-6parati g mt Anis) so in 60N 70N mN 501n 100N 127 in Win 160 in 0 Rectangular TrapR8m9. Rectangular Traprrdan9. Rectangular 7rap'711m2. Rectangdar TrapfMmg R- ipg ar TrapRdargl. Rectar u. Trap?derg. ReetangWw TmWdang. Rectangdar Tmp/Tderg. RratangWar lyaplTdeeg, w 325"30 loading LoodnQ Lmdng Laadn9 Landing Loadn9 Leadn9 Lgadng Loedlna L-ft Laadn9 Loading Loadne Lowing Loedn9 LoadnO Loading laadn9 cze DEG.AL r' r T1 . �' r r p^ ,' r r r r r g �. r r a r r r r r r a a r r ,� r �• LL BAY NIU LL A q 4 m a a 3a G 3 u u� 1 31 � � i g o �$ S 3�� 3 Pie � L4�` uE u$ u8•§ s r B �. � 6 ;_� g` �� g`.. 6 z� 6 z 6 6 .r 6_ 6_� a� 6 L.� 6-a a S rA W�€" rc� s �� � <`rc >� dpz i a� da o s'. �e �� day 9� dFaB 2d � �� �� �� aH� s �� �a a2� �a � � Z � LU 421n 170.0 620[170.0 0 435 170.0 744 110.0r797 170.0 868 170.0 506 170.0 092 170.0 519 170.0 1115 170.0 621 170.0 1240 170.0 521 170.0 1408 170.0 621 170,0 1735 170.0 521 149.1 1740 170.0 521 W _j O 48 N 170.0 7000 524 170.0 850 170.0 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 671 170.0 1417 1780 660 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 y 7 � ♦ �m = 50.626 In 170.0 7470 563 170.0 898 170.0 170.0 1046 170.0 984 170.0 1195 170.0 723 170.0 1345 1780 747 1642 1413 170.0 756 1368 1443 170.0 756 117.3 1443 170.0 755 102.0 1443 170.0 755 LU o 54In170.0 797 612 170.0 056 170.0 1780 1116 170.0 754 170.0 1275 170,0 603 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 Im.1 1353 170.0 86190.2 1353 170.0 081 m 60In 170.0 8850 7D1 170.0 1063 170.0 167.0 1218 170.0 878 1/6.1 1218 170.0 944 129.9 1218 159.6 938 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1215 148.1 913 �Q t-' tN7zpin 170.0 9300 745 170.0 1110 170.0 150.2 1150 168.8 973 131.0 1150 153.0 914 116.9 1150 1419 998 105.1 1150 1942 885 678 1150 126.7 971 75.1 1160 1262 870 65.7 1160 1262 870 W Z z d o m 2 ra 69 N 170.0 971 170.0 709 152.4 1048 165.8 801 130.6 1048 146.6 884 114.3 1048 133.1 060 101.6 1048 123.4 839 91.4 1048 116.6 830 762 1049 109.4 921 65.3 1049 1082 918 57.1 1048 108.2 818 Z c 72N 140.8 ate 1479 764 117.4 880 126.0 748 100.6 860 110.5 734 08.0 080 1080 772 782 880 92.0 712 70.4 Bp 862- 703 58.7 880 792 693 50.3 NO. 76.5 668 44.0 580 76.4 685 j� O A o zZ 761n 119.7 740 125.1 690 49.6 790 108.4 676 85.5 790 93.3 663 74.8 750 p9 64 Ga.5 790 780 643 598 790 71.7 635 499 790 65.1 624 42.6. 790 R.1 619 37.7 790 61.5 617 j Q 'E 78 In 110.8 750 115.5 657 923 750 98.1 644 79.1 750 85.9 632 69.2 760 77.1 621 61.6 750 70.8 612 55.4 750 65.7 605 462 7E0 59.4 594 39.6 750 562 588 94.6 760 65.5 588 Z hz Q Q °oN 72.1 SM 74.4 500 60.1 563 SU 491 51.5 563 54.8 483 45.1 563 489 475 40.1 563 44.4 4S8 96.1 Sp 40.e 462 30.0' 563 35.2 452 25.8 563 33.3 445 225 563 31.6 442 Q m Z F- L SON 60.4 495 61.1 443 49,5 495 51.5 435 42.4 495 M.e 427 37.1 495 39.8 421 33.0 495 38.1 415 29.7 495 332 400 24.8 496 29.1 400 21.2 495 288 794 18.6 495 25.0 390 a LU ty QO O IN In 41.7 '391 426 353 34.0 391 35.0 346 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 301 22a 326 17.4 391 19.7 321 14.9 391 17.8 315 ro �i _ 111 N 384 370 392 335 320 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 228 318 19.2 370 20.9 312 16.0 370 18.1 305 Y `1 Of UJ 120 N 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 200 19,0 317 19.9 276 16.9 317 17.9 273 ® ~ U) � (9 Q 4o Z 0 p 144 N 17.6 220 17.0 2p d$ mto 'y,p TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: � Anchor Capacity Table Obs) ANCHOR CAP.,•,,,,,,, substrate 2.7k concrete 3.5%cone. Hdkw emu Filled CMU PTwood Mata) (OP-)X( )=ANCHOR CAP.,® PRODUCT REVISED 5/1fi'Eko 1!;•Se Elea 5118`EleO 1/4'SS EkO atOStael a125teel 0125106 MULLION CAP.,,,,.... Alwbor type Lt6'Elco UIVaSan 114'Ek.-.en 9/tC Ef..ullracon 114'Eke UltraOm a9 complying with the Florida Anchor Clip Patterns ullre.0n A99MGakr lntracon A(ryreGata screw(cis)screw(G5) Semw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Building Codo Edge Ol3tence On): I. 2-IIT 1' 2.111 3.118" 1' 2-12' 1• 2-111 T 3-118- T 0.48' 0.54• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN NOA-No. 17-0630.01 Embedment(Ink 10/4' 1-3/4• taa^ tad' r t-114• 1-114" 1-114• 1414• 1-114• 1.114^ T 1-318• lai8• Caries ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclnrs@SMin.O.C.1 L2)2.5 Angle Cps I(Fig.1]' 95025 390 Ls 450 Ib. ego lbs 17001h9 x1016s 2H(Ilh 354155 740155 3751bs 720Iba 546 ma 3471in 442155 5601bs OPENING.WHEN IT IS LOWER THAN THE MULLION Expiration Date 05126/2021 4 Arehm3 @ 3.S MJn O.C./R)205 Am"CSps/(Fig.2): 780 bs 760 t5a 790163 1670 Ws 2525[os 540®a 59016.11 NIA 7120 Os T481bs Seo me te9z me 4s321b3 eas 1m fi2o ms CAPACITY(FROM THE TABLE)OF THE SELECTED e 6 mat @ 2.71'Min.O.C./(2)275 Angle Lips l(Fb.3t t1201be 1120160 950 ma 2246165 22541bs WA 8401bs NIA 1059176 wa 1320 m3 NIA 10221b3 1327 on 1680150 MULLION.IT WILL YIELD A MINIMUM ANCHOR Miami-D�a Product Control CAPACITY WHICH MAY BE USED TO QUALIFY -� ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. - TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE2'. 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,SEESHEETS 21-23. '126" \,%1a. ..........N HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. L,ICEN,p • • • • 30° FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 3.250' No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROLOr-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.1251 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045^THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT MOIL ��.• F A1E m� •, LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW THREADS BEYOND ® • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. s 4ORlDF \ ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. /",,/'ONAL 1��G A.LY"A IRAtiLLER,P.E. FL P.E.#58705 TABLE 16A ® ry 8 Mullion Ca 0 Tdhfo bslR ., Opening Width(Tar vef5oa9y spartrtirg mUBcns)or Opening Height(for hari2tmta4spznrlirg mtdfions) C e 501. 601n 70 in 901n BOIn 100 in 1201n _ 1401n ISO in p Rectangda Tr4Yidwg. Reclargular Taprrdarg, Ftecten9dm Trop/Tdang, Pw bmgdar TmpRdan9 RW-gxlar Trai"11 i0. Rectangder Treprrd-q. Rztengolar Tr4(JTdang. Rectangular TopfTdang. RectangNar Top/idena. a+, 3.25"45 Landing Loading Leading Leading Loading LeadOg Loadm9 Loading Loading Inadng Leading Leading Inading Loading Loading Loading leading Leading ex`- DEG.AL r n a r a a p r n .� r r r �• a r x r r r r r r J. M r r g r �• BAYMULL a,. a an1 Z uv5 c`aog=a �„ %a �Ga a a %a %a z aNrJg ` �� 11 E $n" � �& �� c f �� ¢46* i �rc 1 d`� �� �Y �� dip¢ as" s� s'o s �8 �� d`a� LLI421n 170.0 620 17MO 435 170.0 744 170.0 478 170.0 668 170.0 5D6 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 170.0 521 160.3 1871 MID 521O48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 63D 170.0 1133 170.0 661 170.0 1275 170.0 6R 170.0 1417 170.0 680 163.7 1637 17B-0 680 140.37 170.0 680 1228 1037 170.0 680 rn9 •7•50.625 fn 170.0 747 170.0 583 170.0 898 770.0 671 170.0 1016 170.0 �4 170.0 1795 '70.0 723 176.0 1345 17!10 7Q 170.0 1494 1]00 75@ 147.1 1552 170.0 758 128,1 170.0 756 110.4 1552 170.0 758 W C3p F541n 170.0 797 170.0 612. 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 603 170,0 1434 170.0 837 1652 1455 1700 656 129.3 1455 •170.0 681 110.85 170A 661 97.0 ASS 170.0 861 m M W60in 170.0 US 170.0 701 170.0 106] 170.0 797 170.0 124D 170.0 BIB 157.1 13D9 170.0 OM 139.7 13DO 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 882 09.8 9 157.1 982 78.6 1309 157.f 902 C) 631. 170,(1 970 170.0 745 170.0 1118 170.0 850 1829 7247 170.0 940 142.5 1247 164.5 983 128-7 1247 02-8 965 114.0 1247 144,3 952 95.0 1247 138,2 936 01.4 135.7 936 71.3 1247 135.7 935 W Z z a = jj 88 in 170,0 974 170.0 169 170.0 1169 170.0 903 1/B.q 7190 183.1 885 129.8 1180 147.9 645 115.0 1180 136.5 028 103.9 1190 1244 916 86.8 11.00 118.5 888 742 110-1 683 84.8 1190 118.1 893 N z J 721. 161.6 1010 769.8 877 136.7 1010 146.6 858 115.0 1010 121,2 842' 101.0 1010 114.7 826 69.8 1010 105.8 817 60.8' 1010 68.8 1107 87.3 1070 90.9 795 67,7 . 87.6 760 50.5 1010 87.7 769 w j $ 3o rcZ 761n 137.4 906 143.6 792 114.5 908 1220 715 88.1 606 107.1 761 85.9 961 962 749 753 908 082 738 88.7 BOB 823 729 57.3 ADS 74.7 716 49.1 712 710 429 906 70.8 708 -J°.4-. 78 in 127.1 661 1325 T54 1059 861 112.5 T38 90.8 861 98.6 725 79.4 861 68.5 713 70.6 861 61.0 703 63,6 881 75,4 694 53.0 601 BOA 681 46A 54.5 675 39.7 861 63.7 672Z Zgain B27 646 85.4 574 68.9 646 721 664 69.1 646 529 654 51.7 648 56.1 645 46.0 W6 509 537 41.4 616 47.0 530 34.5 646 413 519 29.5 382 511 258 646 36.5 507 H Q IM Z � '- r W c0961. 612 +4414�1�."l 508 66.8 566 59.1 499 45.7 565 51A 491 426 SM 45.8 483 37,9 568 41.4 476 34.1 568 38.1 470 28.4 586 33.4 459 24.3 30,5 452 21.3 588 26.7 447 a U) "O pap 103 In 47.9 405 39.8 449 412 399 342 M9 35.7 393 20.9 M9 31.7 381 25.6 449 20.6 382 23.9 449 251 377 20.0 M9 22.7 368 17.1 20.{ 361 15.0 449 16.9 358 E; W (7III in 44.1 385 36,8 425 37.9 379 31.5 AM 32.8 373 27.6 425 29.1 367 24.5 425 262 362 221 425 24.0 358 18.4 425 20.7 350 15.8 18.8 343 N rn 1201n 34.9 331 ZB.i' JB1 29.5 32fi 24.9 381 25.8 321 21.1 364 221 717 19A 364 20.5 313 17.3 364 187 309 (O Q O O1441. 20.2 233 16.0 253 17,1 230 R a s Z m U)s.O TABLE I6B ANCHOR CAPACITY ADJUSTMENT FORMULA: a �� E11'm(r Anehor Capacity Table lbs ANCHOR CAP.,.„,a, _ o F a AIN sob51.4e: 2Tk Concrete 3.Sk Canc. HDOnw CMU Filcd CMU PTMod MeW PP.)X( l ANCHOR CAP... ut 5/18'Eka 11PSSEko5n6*E1co 1WSSEl.. BIB Sued 112SW1 12 ted `MULLIONCAP.,,,,,,,/ PRODUCT REVISED Anchor Type: 3116*Eco UK- +/4•Eko Ulbacon 3/16•Elea Ultracon 7/b'Eka Ullracm as complying with the Florida u" I'd Ape�acatw ullrecon A9greGafor 8erew(os)screw(G5) suow(GS) USE THIS FORMULA TO OBTAIN THE•ANCHOR Anchor Clip Patterns Banding Code ! Eaga o.larae mk r 2-10 1' 2-1r2o 3-119• I. 2-+a• t• 2-112• r sve' 2 0.46• 1 Dsq• 0.324• CAPACITY REQUIRED"CORRESPONDING TO ANNOA-No. 17-0630.01 Embedment(b} 13/4• 15/4' 1314' t3/a• 7 1-ve t-v4• t•vr t-vr 1-w• t•va• r tale' tare• series ACTUAL PRESSURE REQUIREMENT FOR THE i 2 Anctrong5'NO,0.0.((2)215 Ang'e(31pa/(F1g.17 3901Rs 3900. 4501bs 890 ke 1100 Ws 27011. 2801b9 354 gr. 7401bs 9741be 720 les s4a lbs 341 lb. a4z ma see les OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2029 4 Ambos @ 33'Min O.G/R)2x5 An9!e Cops!(Fig.2k 760lbs 790 0u Iso IW i6T01bs 2527 sae ma 5601bs wA 71201bs Tae ins aeD m. 15921bs 66216. e6s lbs 112015e CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amhors @ 271'Klin 0.Q1(2)2X5 Angle Cops/159.3). 112016. 11201bs 958 M. 2246 lbs .5416. WA 84016. WA 10591bs WA 13201bs WA 1022 0>9 1327 lb. 76801bs MULLION.R WILL YIELD A MINIMUM ANCHOR BY CAPAL;l I-1'WHICH MAY BE USED TO QUALIFY MiamrDa roduet Control -• ADDITIONAL ANCHOR OPTIONS FROM THE ANC HOR CAPACI YTABLE. FIGURE 1: 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. ' t FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��t�1 Y LYN r7'r • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45° �� 10.�N•••••••�1L/����� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _�:.- C10ENyF••,(l 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" _.*: No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ •; trr= • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 MID.045"THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT 45•BAY �•• ;.�� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %C TATE • • THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MUW ON ,C a F � CCs ••.�ORID9`.••'G���� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. S�pNgL A.LYNftI1I14fLP.E. FL P.E.#58705 F.- •-� 1.000' I ".'{ 1.000' '--• o>n 1 Q� y 1.000^ r- -1 ,.Dao° 125" I .125' Ss 2.750' 2.750`a.125" 3.125' .125° 3.188• �.125 .125 .125" N2.000' 2.000° 2.116°.265 .125126" 375' 375' �" .500" wO (LU =A f 7 T .90D" F W 1'X 2'X.125'MULLION 11X2'X.375'MULLION 1'X 2.75'X.375'MULLION 1"X 2.75'X.850'MULLION 1'X 3.127X.5"MULLION 1.27X3.188°X265"MULLION 1.26'X 2.11'X.126'MULUON m 6063.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-TBALUM• 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6ALUM. N X•SECTION X-SECTION XSECTION XSECTION X-SECTION X-SECTION XSECTION 99 LU Q O H 0 On ILL CO z I I TABLE A z Z L I d 2 STANDARD CLIP I 2X5 ANGLE CLIP Z U 6063-TB ALUM. 6083-T6ALUM. Dimension Value(In) For MUlllon: w_ C) '6 O 2.000" 2.125' XSECTION O.a 1Z XSECTION 2U-CLIP .000" A 1.625 6663 T6 ALUM. I B 2.654 1•X7 X.125' j Q J .-- .x- .125" X-SECTION L -125 Aluminum z F- U Quern rn C 0.895 Tube MullionCq Z..Z w D 0.740 a U) Q m '•o ao .125' I I Z $ B A 1.125 11 X2"X.375• N W O 5.500• ' B 2'404 C 0Aluminum 6 •-jj �{ CUTHERE iO .375" 5.000 { .635 Tube Mullion = (~j Q 3.,25- .375" CREATE FLIP,SEE MIN. .375"MIN. I-�- D 0.490 Q..S Z 0 0 MIN. I D. F,SHEET4 A 1.875 9i 0.'6 .0 5-.p r_______, r_______r rCENTEROF MIN. B 3.000 1°X2.75°X a� �m0_ I I I I I A 11-CLIP A §.M.E. ----1 .375AluminumL_______J6063-T6 ALUM. - ------------------' 2X5 ANGLE CLIP C 0.757 Tube Mullion PRODUCT REVISED TOPVIEW 6063.T6ALUM. D 1.118 as complyingy with tho Florida TOPVIEWBuiidinB GodSTANDARD CLIP NTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1'X2.75"X NOA-No. 17-0630.01 6063-T6 ALUM. BOUNDARY.SEE SHEETS 5-18 FOR THE g 3.000 .650" CENTER OF ANCHOR HOLE MUST UE TOPMEW R ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Expiration Date 05/26/2021 WITHIN THE DASHED BOUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER*1/18'. C 0.476 Aluminum SHEETS 5-17 FORTHEANCHOR O.C. D D 0-838 Tube Mullion ey DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Miami- a Produet Contro DIAMETERANCHOR DIAMETER+IH6". SHEETS 5-17 FOR THE A 2,000 ANCHOR O.C. TABLE B 1"X3.125"X DISTANCE MAXIMUM PGT Part 0 B 2.637 500•Alum ANCHOR HOLE Mull Dimension(sheet#) C 0.653 5.500"� .375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Cllp Angle Clip Tube Mull D 1.137 .375" I MIN. DIAMETER 1116'. MIN. 1"X 2"X.125'(5) 66605 666113M 6661118M 666243M 666511 M A 2.625 r---- -------r- __________� 1°X2"X.375•(6) 666006 665114M 6661119M 668244M 668512M B 3.262 1-25'X3.188' X 285'Alum V X 2.75°X.375'(7) 66607 666115M 6861120M 666245M 666513M C 0.862 Tube Mull r-__i--_, B 1"X2.75-X.650"(8) 66608 666116M 6661121M 666246M 666514M 0 1.762 1.26'X2.11• �` C1Y.LYh//V/�'', I I D V X 3.125"X.500"(9) 66637M 6661116M 6651114M 666242M 666515M A 1,813 .121'Alum ` 0' •''�� L10ENy �_______� I _____ I 1.25"X3.188"X.265'(12) 66641M 6661117M 6681113M 666241M 666516M Tube Mull -J 1.26"X2.11"X.125"(18j 69370 WA N/A N/A '66B517M y�.;' No.58705 C OFFSET CUP NOTES: ''10 .127 6063-TALUM. '•• G :I I TOFVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. :O,O••. ATE (V\ .740°-I--�--i �i�s '•�.�ORIDP,.•'G�C;� i 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. AE FL P. 8705 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. � P. 8705 1.000° r 1.062"'1 � 740" �N .063' .385" .062" I I}-�{, 125" 062 o 438° 1 4.000" •125°STANDARD CUP n •°i 4.000° 4.000° 2.625° 2.000" 6083-TS ALUM. I 2.125° oY` X-SECTION U-CUP 2.000°LUECLIPG'1I063-T6 ALUM. LO ALUM. CTION .125" N .125° X-SECTION .126" .125" I-� 7- a U 031" I ,J Z `IN .125' p w LLI � CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J U 125 .375" .155' 375" DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE (n ANCHOR O.C.DISTANCE MAXIMUM ANCHOR m Of _ HOLE DIAMETER:ANCHOR DIAMETER+1/16'. W C, 1'X4'X.125' 1"X4"X.375' 1°X4'X.375" 5.500° D] U o U MULLION MULL ON 'T"-MULLION CUT HERE TO 5.000" Z M W 6063-TIS ALUM. 8063.76 ALUM. 6063-T6 ALUM. 375' 3.125" -j_CUTHEIR TO SEE '376° 375' Q CD U X-BECTON XSECTION XSECTION MIN I MIN. U) Z DETAIL F,SHEET4 Z Q ..yoY 1.594° 1.250"--( .375" z W d m = 1.594' uuueo• I r_______- I r_______.� CENTER OF ------------ I _ __ r--------- -------- i 375" -O I I I 1 ANCHOR HOLE 1 •1 p 5 I 1 I I 1 MUST UE WITHIN I1 MIN. E 1 1 1 I THE DASHED I I J d o '� ¢Z I I I I I F I BOUNDARY.SEE I 1 Q J `� SHEETS 10.17 I I Z U a D1 �1 2.875' --_ _-_ FOR THE F 1-_-___-_I Q U Z N (-. Z I I I I F ANCHORO.C. I 1 Q ao so .100"- 3.94. I I 1 I I DISTANCE I I U Z A g o 3.250' I I I I MAXIMUM I I .100" ILL 2 3.250° i I I i i I ANCHOR HOLE Y Y I I I I DIAMETER: I I ' J Cn U .IDD° YC..T'�E _______J - ANCHOR �- U.100' DIAMETER+1116'. Q Z--T 2X5 .1324" 624' rC STANDARD CLIP U-CUP 6066 ALUM.G!E CLIP $.820' .820' LL_� 6063.76 ALUM. 8063-T6 ALUM. TCPVEW1.250" R OF ANCHOR HOLE MUST LIE1..26' -1 .820 1- THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW PRODUCT REVISED 12S MULLION X.100' 125•X3.25°X.624• 1.25"X3.94'X,624' SHEETS 10.17 FOR THE ANCHOR O.C. TABLEC TABLE C,CONT. as complying with the Florida MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Building Code 6005-TSALUM. 6005-T6 ALUM MULLION Dimension Value(in) For Mullion: Dimenslon Value(in) For Mullion: 9 X-SECTION X.SECTION 6005-T6 ALUM. DIAMETER:ANCHOR DIAMETER+1116°, F 3,687 1" C4"X F 1.830 1.25')3.25" NOA-No. 17-0630.01 XSECTION G 1.000 .125' G 0.500 X.824" p Expiration Date 0512612021 3.467' 5.500' H 2.680 Aluminum H 1.438 Aluminum 1 3.000 Tube Mullion 1 3.250 Tube Mulllon B.Y 2 661° 1.8777 126" MIN. •375' F 3.187 1"X4"X F 2.825 1.25'X3.94'- 1.377' .25'X3.84" 1 Mlaml Dade ro uct Control I 1 1.377' .125 1 G 0.757 .375• G 1.125 X.624' �___ ___� r_______� H 2.430 Aluminum H 1.500 Almnlnum I I I I 1 3.000 Tube&,r 1 3.250 Tube Mu01an I I I I j F 2.250 1.25X325' F 21813 30'Ba Mull K 125, I I G 0.760 X.100° F 2.875 45'Ba Mull . .125" 45° 2.250° 1 I I I I 1 H 1.500 Aluminum W. 1 I I I 1 3.250 Tube Mulllon 1 I I H z 3.250"45'BAY MULLION I 3.250' I 1 I i TABLED uNi 11 f 11 1 1 111717 30,BAY MULLION 6063-TB ALUM. I �_______� I �_ _____.� Mull Dimension PGT Part �Y� oN.,..,.,!u 6083-T6 ALUM. I X-SECTION I (sheet 9) Mullion Std.Clip Offset Cllp U-Clip Anglo Clip ul ��` �� X-SECTION I p Qn•' G OFFSET CLIP 1"X4'X.125'(10) 69384 688111M 961122M 686241M OW518M z { I I .125' 60133-T6 ALUM. 1"X4'X.375'(11) 66610 666112M 6661123M 666242M 668519M = N0.58705 •228"J �-,y81"--� .226°j 740° TOPVIEW 1'X4'X.375'-r(11) 68653 668112M 6661123M 666242M 668618M NOTES: 1.25'X3,25'X.100'(13) 20160120312 6681127H 6861124M 6682410M 6665115M `�' 1.25'X3.25•X.1124"(14) 20181Y10316 6661128M 6681125M 6602411M 8665716M ST TE O ••�� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. p 'T'•.• 1.25'X3.94'X.6ZV(15) 20182 6661117M W61126M 660241M 666517M ti (� tDR10 P.•'' 2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, 30 Degree(19) 66049 WA WA WA 6605110M 0 'TSS/O..��•� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 66650 WA WA WA 6E65111M o 7711/NAt.1111� A.LYNN MILLER,P.E. U FL P.E.#58705 TABLE E " Mull Dimension PGT Parti! (sheet#) Mullion Std.Clip I U-Clip Angle Clip 7�- ;-'1 x•125" ---�f--.125' -�x,125° 1� 7 2'X4"X.25"(16)- 66602 666261M 666271M 6665112M I I o L,- DARD CLIP I U-CLIP 2X5 ANGLE CIDP < 2"X6"X.25"(17) 66604 666262M 666272AI 6665113M o -T6ALUM. 60"63T6 ALUM. 6063-TB ALUMECTION 2.125' Ll XSECTION 2.000' XSECTION NOTES 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' .125• L .125 m M kU DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T Z w`w d 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE II I i w O LU F�1.490'-•y HOLE LOCATIONS. 1.490'-dvi ..-I 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' U) CUT HERE TO 5.000' 375' t= W U O A 3,500". CREATE F-CLIP, 7 to 2.000° .375' 'r SEE DETAL F. .375 .375' MIN. z Cl) W MIN. SHEET4 MIN. F- O " (7 !A Z r-------- ---------------I I I I T, zWZ z iT__- ___----- m = I Uj Z �� E nU W_ Lgp I 1 I I J 0_a 6 rcZ 4.000" I I ¢ -I-- --- --I- 3.438' + 3.438" L--------I o ¢ U T 250' 2"X 4'X.25 I I Z U Q N OI MULLION I I I 3.438" I I Q z Z 6063-T6 ALUM. j X-SECTION 1 I I I .375" ^ U Z y ___I___- 1 L_____________________J MIN. N W O L_ ______ _______J __ S2 2 ® J O In 0 L- STANDARD CLIP U-CLIP,60"63.76 ALUM. 2X5 ANGLE CUP S •Q ¢ O O CENTER OFANCHOR HOLE MUST LIE 6063-T6ALUM. SED FOR2'X-•MULLION,SHEET I6 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. rs d" Z (n to .250' WITHINTHEDASHEDBOUNDARY-SEE TOPVIEW TO WITHINTHEDASHEDBOUNDARY.SEE TOPVIEW a �-3 m0•O SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS I&17 FOR THE ANCHOR O.C. O a-'� sE 2'm0_' DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIEDISTANCE MAXIMUM ANCHOR HOLE O F o m s� DIAMETER ANCHOR DIAMETER+1/16', WrTHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER 1116'. SHEETS 1&17 FOR THEANCHOR O,C._ PRODUCT REVISED 5,500" DISTANCE MAXIMUM ANCHOR HOLE as cem 1 ing with the Florida CUr HERETO DW METER:ANCHOR DIAMETER-1/16". Building Code ---200D'-•-I .375" 3'500" CREATE F-CUP, -375„ - 5.000• NOA-N.. 17-0630.01 SEE DETAL F, 375' MIN. r- I r-SHEET- MIN. Expiration DaS 5/26/2021 MIN. 375' BY __________ I I I T � Miami- do Product Control I I I I I I I I 1 I L 1 I I I I I I I I .250"0214 6.000' re -i-- T- --i 4.888' @ t 5.438' I I 11111 tf/ 1 I I 5.438' 5.438• LYNN '�.. I . ,0. ........ 2'X 6"X2S ��: LICEN,g��.--•.l(� . MULLION I I I �• '�'p 6063-T6 ALUM. I 58705 . XSECTION I I ' 1 I I .375 MIN. � �•- ------------ -------------- -- -- ...................... MIN. "07 STANDARD ADLUMPL 6063-T6LALUM. 6063.76 ALUMP s/:c�OR1DP,.NG��`� CLIF S TOP VIEW USED FOR 2'X 6-MULLION SHEET 17 TOPVIEW �r, NAL TOPVIEW A.LYS M1I 11ELR,P.E. FL P.E.#58705 i EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-0/4•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSE w 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 LEASTTHE WINDOW FRAME DEPTH OF2.1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60,01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SREAVAILABLE. SEE SEE SEE FROM TABLE 1%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 FENESTRAnCN DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCT'S SHEETS - - c2 V I APPROVAL\ 2a FROM TABLE 4A,SHEET 8,THE 1"X 2.75'X.850•MULLION(LENGTH-72',OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENT S FOR THE - 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MUWON (� LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 y.y Q F ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. U) 2 LUDETaLs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULUONS OR FENESTRATION PRODUCTS,WILL O U SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 7 SEE /-2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, �W O NO ANDHORs IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR EXACT DESIGN PRESSURE OF 60 PSF: CIO I 37�---3T 636 LBS ~ O MULL W10TH (60 PSF)X )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) g Z OPEW WIOTH 72.7 PSF m 2 z U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.9/8'.THE OPENING REQUIRES AO DESIGN PRESSURE OF+50.0/55.0 PSF. Q FOR THE VERTICAL MULLION: Q N 1)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, Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULUON TABLES FORA MULLION THAT IS AT LF THE WINDOW FRAME DEPTH OF 2-3/8"ANO WILL Cn c g O a0 EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USETHE NEXT LARGER SIZE AVAILABLE. W d oY eY 8EEDEraLS, FROM TABLE 3A,SHEET 7,THE VX 2.75'X.375"MULUON(LENGTH=100',OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF of U U MULLWIDTH—((-- SHEETS 2a 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. - F- FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250"MULLION(LENGTH=108",OPENING WIDTH=807 HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS w Z 0 U FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. o ,. 0,0 9 m` m� 32•r SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILLADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36•+36•+2'=74",NOT 73"AS PREVIOUSLY w r� oETaLS, SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIOTHS MAYBE REDUCED TO MAINTAIN 24 THE 73'DIMENSION(35.12'+35-12'+2'=73"). PRODUCT REVISED I Inith the Florida 2 USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NOA-NodeNoa-No. 17.0630.01 vERnCAl1 , L I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. ( MULLION -�SFF -SEE USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12'ONES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiratlon Date 05/2612021 LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. S DETAIL E. SHEETS DErAJLS2a S EET3 FOR THE HORIZONTAL MULLIONS: K By OPENING w Miami-Q de Product Contra HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHERFOR w HO I 72, MULLION TYPE COULD BE CHOSEN. F MULLION 1)THE MULLION LENGTH IS 36•AND THE OPENING HEIGHT IS 32•+72'+2°=106".REFERENCING SHEET 25,THE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAYBE (=_J USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(Q LENGTH=42',OPENING HEIGHT=120')HAS A DESIG.'J PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE j REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. j SEE DETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTTIY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B" Z SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2s (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 w 11 I I III), ANCHOR CAPACITY OF 521 LBS. m Nl'oV LYN/y 38'.HDRIz,��, 36',HORIZ 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR � �a�; L-10EN,gF�(���I MULL LENOTII MULL LENGTH O Q' CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Z OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _ .:1 No.58705- FROM 8705FROM THE ABOVE STEPS,OUR MULUON DESIGN PRESSURE IS: n. .• +/-64.7 PSF FROM THE VERTICAL MULUON; n_•0 +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; H •. ��,�f/r_�"�J 1-L �` +/-170.0 PSF FROM THE 361 HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON(INTERSECTION} ® i��••., ���+IE Qf+' (V` THE LOWEST DESIGN PRESSURE IS 4144.7 PSF AND WOU).D APPLY TO ALL OF THE MULLIONS. _ ��(�`s'••FCORtDP,. ��� a VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �7s�ONAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN � A L��IP e ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • 0 FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: PW PW PW LU N SHlDH SFIIDH SHIDH SH/DH , }}U I PW PW U) r`nN 2 4 4 Q 4 I w U I N JJ co w LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / j j tCD h W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / n/ to HINGED I""' Z DOOR Q SGDZ a m U LOADING OFVERTICAL MULLION w `€ O LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION S d� fit. N PW I z Z Q rn rn PIN LU CD OD / I PW co ^ VJ / / I PW SHIDH SHlDH <1W SH/DH SHIDH I ® U Q 3 4 4 4 Q - agJ gym° I /� SHlDH O � u O I LJ PRODUCT REVISED LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 as compWin with the Florida SILL OF WINDOWS NOT ANCHORED- WITH INTERSECTING VERTICAL MULLION NoA-dingCode PW PW HR16 OA-No. 17-0630.01 I Expiration Date 05126/2021 I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL DY MULLION Mia i-D, a Pro uct Con re P HINGEDPW PW I DOOR NOTES: I 1)DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. pW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM oo i — THOSE SHOWN. /) I 2)IF THE LOADING TYPE CANNOT ,�``�0 LYN SLv� I BE DETERMINED.USE J�o•,.. ••..N�Zj%�� I PW RECTANGULAR LOADING. PW :���•' 1-�ENSF• /((� 3)SEE PRODUCTS'APPROVAL FOR `•�y.:' No-58705 -- I ACTUAL ANCHOR LOCATIONS. 1 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 . SG4 0 TA OF�. �� i � I _ %�t<`s'•.;�<ORID?..•'GSC`� . LOADING OF VERTICAL LOADING OF HORIZONTAL AL A.L (ItP.E.MULLION MULLION FL RE.#58705 i I