Loading...
HomeMy WebLinkAboutNotice of Acceptance (2) MIAMDADE MIAMI-DARE COUNTY sm PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mininidade.gov/econoniv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL 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 by Jorge M.Plaseneia,P.E. ,I �� NOA No. 17-0630.01 MIAMI DADo COUNTY 1 Expiration Date: May 26,2021 Approval Date: November 09,2017 Page 1 1. 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 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lyme 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. Pro 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-511 Edition (2014) and FSC-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. i i i i 1 r r 6 6 p9 4 1 i 3 s s is II Jorge M.Plasencia,P.E. Pduct Control Unit Supervisor u NOA No. 17-0630.01 p Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 i 5 t SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO AAY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUEAND SHOULD BE EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.......... ELEVATIONS..._............_ FIGURE 1; ............. MULL TO ZX WOOC____. MULTIPLE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MLCLIONS OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO IX MULLIONS INSCRISEDINSiDe HAVE BEEN TESTED AS TREE-FLOATING•ANO DO NOT NEED TO BE DIRECTLY ATTACHED 70 THE MULLION CLIPS.SLIT SHALL , MASONRY SEE DETAILS INSTALLATION NOTES.. L, -R6GTAN6 NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY_._..__._...._. If) A-DG.H-. SHAPE MULL TO STEEL .ISHEETS24 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TOMIAL-_ 3 v L) DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT Nd MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS 4 V) IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. JAY 8 MUI.LtNSTALLA�6�._::._::..�4 Z Ui A 2 X.125 MULL SPECS......._.-6 0 LU Z 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE X 2 X.375 MULL SP ECS-___6 W� -Jfq X2.75X.375MUL SPECS-.--.-7 Ix -I INSTRUCTIONS. 1X2TSX'S5MVLLL Z) SPECS_.__.._a fm ) SEE DIFTAI 1 X 3125 X.WO MULL SPECS,.-.._9 z IS 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X,126 MULL SPFC& 10 0 Ui C C�' CO C> 0) SHEER G; I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X.275 TUBE MULL SPECS 11 cx c) HEETS 24 1 X 4 X�375"r MULL SPECS__11 -i Z) co UJ A THRU 6; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN i- SHEETS24 12 )(3.18SX266MUL SPECS.-12 < IIIPRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1 z .251X32SX.I00MUU.L OPENING . ...�..SPECS__13 VERT. SPECS_14 z CO2m HEIGHT 6,,WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X 3.94X.624 MULL SPECS-...15 MULL t, FOR LENGTH HORQCNTAL 2X 4X.25 MULL SPE-05_.___.._.,16 Y OTHERS-MUST <z 9 10 MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS B 2XSX-25 MULL SPECS,___17 SEE DETNL F, U6 X 2-11 X.128 MULL SPECS_18 SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT In AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30 X 325 SAY MULL SPECS- 19 D REACTIONS. 454 525 SAY MULL;PEG. 0 l'- W C-i MULLION It CLIP DIMENSIONS__.2210-23 HK Z � Z _CD EXAMPLE 182....__..._....._.___.24 (9 __1 z .0 to S 06 T h; FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS LOADING EXAMPLES......._..._..__.... 25 _51 PRODuCTS MAY u) <L. BE OF ANY TYPE. 9)MULLIONS AND CUPS HAVE E BEN DESIGNED&TESTED TO COMPLY W ITH THE REQUIREMENTS OF THE FLORIDA BUILDING ILL! a —1 MANN 13E c) a5 g MANUFACTURED CODE AND ARE APPROVED FOR IMPACT AND NON-tMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z V) PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGr. m 0 LU -J! sp < 0 0 1" USE IN THE HVHZ. �cn (D 10)MULLIONS ARE IN COMPLIANCE FOR US c) ,/SEE DETAILS A-DIG114; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 8 1. NE oG HORIZONTAL SHEETS 74 WIDTRIHEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH PRODUCT REVISED HORIZONTAL asco�m ng With the Florida MULL Building od, LENGTH INSTRUCTIONS., NOA_N.. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS- 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT—(LBS/FT-FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/2612021 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By MULL [-- moi--j MULL LENGTH--j Miami-7mr,product control LENGTH F / 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR"OR-MIANGULARrMAPEZOIDAL. OPENING 4)FIND THE CHOSEN MULUCWS MULLION CAPACITY(LBSIM FROM TABLES 1A THROUGH ISA,ON SHEETS THROUGH 20 RESPECTIVELY,USING HEIGHT FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MLLL HEIGHT LENGTH HORM MULLION CAPACITY(LBSIFTI)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LESIFT-)FOR THE OPENING OBTAINED I". MULL STEP 1). LENGTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FISU D THE VALUE IN THE NEXT COLUMN ANCHOR CAPACATY REQUIRED(LBS.THIS VALUE L L A REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO A 7WN T14E FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION OPENINGWIDTH �_ I FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE Ly N)v OPENING WIDTH ANCHORISUBSTRATVANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. VC FOR VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY jLBSIFT")OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT7 FOR THE No.5870-5 FROM FIGURE I ABOVE, OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR T14E SAME SUBSTRATE ZJ VA .2017 FLORIDA BUILDING CODE(FOC),6TH EDITION_ wz -2014 FLCRIDA BUILDING CODE(FSC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ATE I- -ANSW&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY tLBSiFt3 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION : ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. ...... AISI S100-12IONAL -AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.�q�N MIMETF�'A.E. FL P.E.#58705 DETAIL A: DETAIL B: hA1WON MULLION TO 2X WOOD BUCK 1A 11ION MULLION ATTACHED TO 1X BUCKETRP TVP.SUBSTRATE. o2 PER SUBSTRATE. OR WOOD FRAMING WOOD BUCK AND MASONRY AND SEE SEE TABLES IB 138 ATTACHMENT to (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY SEE NOTE 1. w EEE NOTE I. U SHEET 1. _ .. MULLION I _ O (n �N a f— L I I I SEE SP.EETS t g I MN 2.7 KSI .- Z LU 9 LU EDGE J = Q I I. I CONCRETE CR[MU I I DISTANCE, u U) I I I 21-22 FOR HOLE d F------1-SEB SEE TABLES M Z) U) ETHER THE I, LOCATIONS a n EDGE DISTANCE 18_13B Lr STANDARD O v _ OFFSET MULL a ELLE_ c c a FOR MASONRY C5 W Q OIST ~ CLIP MAY BE 1 I FOR WOOD c I I I ANCHORS 2 m c) U) INSTALLED BY d SCREdA L I I SIDE VIEW Z co � THIS MIE7Hro. < .268'MAX FOR a° °° a ALL MULLIONS O Z d e STAKE OR 2 Z U m 2 a c a e OFFSET MULL ? m a [U Ga CLIP MIAV BE W INSTALLED BY a. h fl a ° e EXTERIOR THLsn¢THOD. N Q Z IA <G _ EDGE 7 / ` < D e c d OLSTAN� Or c 2 ~ Q N W MASONRY as Q O z a0 (O THE OFFSET CLIP IS ANCHORS n N Q Q "O m0 RECOMMENDED FOR a U J m S . /-f FIN-FRAMED EXTERIOR A° WINDOWS.BUTMAY R U-1 ALSO BE USED FOR @ U) V) 6 OTHER FR.TYPES. = U Z Q � 3 / _ Z go O,O 1 TYP.ANCMDR TVP.ANCHOR U FER SUBSTRATE. TYP.ANCHDR PER SUBS'TRAT c 'BE TABLES 1B-13B PER SUBSTRATE. J SEETABLES IB-168 PRODUCT REVISED SEE 7ABLE518168 / EDGEEND BUCKSTRIP as complying with the Florida DISTANCE AND Building Code SEE TABLES '}' _ _ ATTACHMENT NOA-No. 17-0630.01 j EUCKSTRIP 18-138 I BY OTHERS, EMBEDMENT AND EMBEDMENT " - - SEE NOTE I. Expiration Date 05/26/2021 1 ATTACHMENT , -.r SHEET I. BY OTHERS. - BY _ SEE NOTE 1, _ - Mlaml-0a educt Control SHEET 1. MN 27 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW FRONT VIEW I INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 111111 I 1 I T ITA `ap0 LYN/V .......NM ' 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 'tom tCENS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE T."• 1" F I�CnP% j CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUF MAYBE USED. No.58705 HD(HEAD OR FLATHEAD. a� 3)ANCHOR HEAD TYPE MAY BE PANHEAD, .7k2� sATE 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. T•'• I 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. s N A.LYN'W�)I+LLER P.E. FL P.E.#58705 • f DETAIL E: DETAIL C: —s .125*MSL MULLION TO MULLION ' �n MULLION DIRECTLY ATTACHED TO777��� INTERSECTION NOTES: e MASONRY STRUCTURE ° L i (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR'CROSS- x � o (STANDARD CUP SHOWN) INTERSECTIONS. VARIES 2)MAY BE INSTALLED HORIZONTALLY TVP.ANCHOR (SHOWN)OR VERTICALLY. " EITHER THE I PER SUBSTRATE, N STANDARD OR j f_SEE TABLES 10-139L 3)SEE U-CUP DRAWINGS,SHEETS 21-23 S U OFFSET MULL I I FOR CORRESPONDING MULLION. CUPMAYBE I 1 EDGE DISTANCE TOP VIEW �U Z �3 u,i INSTALLED BY I - MUUJON w THIS METHOD I II 4 I. a FDR Mf50MLv w Z ABHORS VARIES tR j i IQ I -SELF-DRILLINGV PRE-DRU. LLI�•1 D`.$^ ti ~`MULLION AND USE SMS Q, � � 0 � 0� a< I' fn LO W MULLION Z fp EXTERIOR a r a O Z THE OFFSET 9-_.Y EFORMA-10NCE `� U FOR MASONRY ,y RECOMMENDEFOR 1 Z b� m Z ANCHORS FIN-_ t WINDOWS,BC Ku e('3ALSO BE USELLCLIP r J ZDTMERAME EXTERIOR VJ Q Zr Tm.ANCHDR _ _r : PER SUBSTRATE, 4 _ { SEP TABLES 10-136 Q ? Z Z Q N / TVP.ANCHOR S¢SHE=LELOCATIONS FOR C~? Ea-. Z a /// 8UCK37RIp PER SUB SiRA7E, HOLE LOCATIONS 4' � Q� �O DQ 1 Ahm SEE TABLES RE-138 FRONT VIEW EDGE o W J I ByOrHERS• DISTANCE Y EMBEDMENT _ • co SEENOTE I, SEE��38 h 1"' co l SHEET I. ; EDGE S2 a+:� z 0 co I - _DISTANCE o �a a 10 Cr I MwuxacoN�ETEDRaxa Mwz.Txs caxRerEORCMD Hai TABLES SIDE VIEW 0 F a � { FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED j MULLION ATTACHED TO as compitrmg with the Florida STEEL STUD Budding @ode i (STANDARD CUP SHOWN) Hoa-No. "17-0620.01 INSTALLATION NOTES: .-STRUCTURE Expiration 05/261202'1 1 T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALT-DRESSING OR STUCCO. TYP.ANCHOR BY A PER SUBSTRATE. Miam1-0 a Product Control \ / SEE TABLES 18.138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. / SEE SHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ESS FOR p CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE II FOLLOWING SHEETS.FOR DETAILS A-O,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED- `� LOCATIONS 3)ANCHOR HEAD TYPE MAY BE FANHFJLD,NEXHF1tD OR FLATHEAD. MULLION 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. ��- i 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED I EDGE ST ELOO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. I FOR STEEL STUDS THINNER THAN s FRONT VIEW 16 GA AND COMPLIANT WITH THE F.BUILD RIG �` tiCENS '•�C �' _.,,.•1 COOE,AYx BACKER Musr USED, Q�, E •_�� �,{/ ATTACHMEIT BY OTHERS. •.,� EXTERIOR USE WOOD ANCHOR SPECSSIDE VIEW _=71r AID.58705 . NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD (•� f�' ANCHOR VALUES MAY BE USED. %�,n"•• TATS F 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. FL P� 58705 l n DETAIL F: DETAIL G: DETAIL H: �dC FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILS AO. ^pz U JO'OF 45' SHEETS 2 ANO J FOR INSTALLATION /_BAY MULL LID TO SPECIFIC SUBSTRATE5. N MULLION -' U `arc W O O Z W 0 0 O Y_ 0 O O O O O O -1 TOP VIEW � O O LU �o F SIDE VIEW w U o Sh,OWN WITH rX 4'X.1251 TOP VIEW I F Z c ML4L1014 I TYP.ANCHOR O /—PER 5UB5TRATE, 0 �> _ EXTERIOR I 1 i / SEE TABLES 15D OR 166 Z ]g $ U CD I I 1 I R I. -p _ I TYR.ANCHOR I I I EXTERIOR J U)S5 u ¢Z STANDARD MULLION CLIP I APER SUBSTRATE 1 r NO DIFIEDTOFITFIELD SEE TABLES 15-14B / O I I ! F Z r T�- CONCDIO.NS. I / ' \/ 2-X$'ANGLE CLIP. Z Z Q OX B5 I I I I I 2 PER MULLION END,MUST BE O Z N r I I I I I OSALLED INSIDE OF DAY MULL 1"• F-9 6—20 I O fn Q N 5 - MUlL6)N I I II I 1 LU _j o rI I I I L^ w Q Y oY I II 1 � I_ 2'XSX.125' 1- Tn p• ' i ANGLE CLIP, f U Z ¢ 0 0 I 2PER MULLION END, Q Z ` I I MUST BE INSTALLED ay= �I I� 1 INSIDE OFNULL _�yoy y � I 1 / as PRODUCT ng with th Flodda ED TYP.AN S,R / Bulding Cada `-'PER SUBSTRATE, / 17-0630.04 sEETADLEs:alae NOA-tao. INTO WOOD, 1 I STEEL,ALUM Expiration Data 05/26/2021 INTO WOOD,STEEL STANDARD CLIP TOBE EXTERIOR OR MASONRY EXTERIOR CI ALUM,CMU OR MASONRY MODIFIED INiIP-O. \ y y B I, MlBml-DPlliff Product Contra,Ir1 EXTERIORAMR E015�I pOy ® INTO WOOD,STEEL l j ALUM,CMU OR MASONRY 1 EDGE O ¢ I ± DISTANCE O I PER ANCHOR IN 1111 I EDGE �-- 4 w ` ANY LY(yN DISTANCE E NOTES FOR INSTALLATION OPTION G 8 H: N ;� ....--,- PERANCHOR O �a �'.' LICENSE-•.,C� 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z Q?' NOTES FOR INSTALLATION OPTIONS F: = ! 2)DETAIL G:SEE TABLES 18-148 FOR ANCHOR QUANTITIESAND SHEETS 21-23 FOR HOLE O _*: NO.58705 •. *_ , 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.1 T X.126'MULLION. LOCATIONS. V` 1 2;SEE TABLES 16-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �.2 J '�� ATE f+ ��- LOCATIONS. ® �` 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. hi •••F�ORIOA•.- } 00 A.L'SNfIIINWELE ,P.E. U FL P.E.#58705 { TABLE 1Ah e Mullion Capacity Table a t rn i Opening Width(for verlita5y-sparring nit ions)or Opening Height(for hodzaNakspan'¢gmAors) 6C T < s81n 60in 70 in 1 80 In sole foe in 120h in 1. 160h Rscta�0,b1 Tmprnlmg. Rda,OWm TrapNdana R.A.%1eer TmpTdarg. Rept-NI., hapRda,g. R.W'r;4ar da Recran Lsadn➢ tmdn9 Load Lopd,9 LaadnO (AadO I.oed twdn Loadn� Ipx6n az T[¢nng RectanglW Tmpndan➢. Roatan lar h C+ O 9p Lo-ft Re-eft TrLamlmg. 1 z 2 X.125 L�^9 ng pg B 9 B s LpadnB t.eaa;rg t.oadn9 toad's4➢ tomlh➢ lwdn6 c�m Alum.Tube z r g r r Mm en t3 z 3_ 3 g c°S u S u � 3 L9 cR u IS o 3 ct c`i $ t o d_ S �� f 8 f �5 8� _`s = re a 1.ar - fi� a,E 8 g �• a `8 1.z 6 8 1... i U EC6 m agpp 1ee� � ��QQ4 s- �= gy4�$' '*E o �cK 'eE ¢C >:cC aC S ¢C �� OZ W 4210 111.9 408 1295 332 932 408 115.5 325 79.9 406 U7.6 321 69.9 408 1044 319 621 409 104.0 319 S&9 409 104.0 319 46.6 489 INA 319 39.6 408 104.0 319 330 408 tOaA 379 cW0 J T J W 488, 74.9 312 OU 258 624 312 73.4 252 53.5 312 67.0 248 4&8 312 632 246 41.6 312 61.3 2" 37.6 112 61.0 2"j 44 312 312 61.0 244 268 3S2 St.O 244 23.4 312 61.0 244Cr 1J? 50.625h 63.9 281 70,6 234 53.2 261 1 61.5 228 4S.6 281 55.7 1 224 39.9 291 52.1 732 35.5 281 60.1 220 31.9 281 49.3 219 26.8 261 49.3 219 a.6 281 49.3 219 2100 281 49.3 219 ~ § Z 2 a LIA C3 1- 541, 52.6 247 575 20'7 43.9 247 49,8 X2 37.6 247 44,8 199 M9 247 41.5 100 292 247 39.4 194 26.3 247 3&4 193 21.0 247 3&1 193 18,8 247 38.1 t93 7&4 247 3&i 183 ME +b O 113 m 0 60h 36.4 230 412 170 32.0 200 35.4 166 27,4 200 31.6 f63 24.0 200 2&9 t60 2t.7 200 2t.t 159 t92 200 239 t57 f&0 280 25.0 158 H UJ 6310 331 187 35,3 155 27.5 181 353 152 23.7 151 2&9 149 20,7 197 24.5 146 18.4 181 22.8 144 16.8 181 21.7 143 Sy 4 6510 28.8 165 30.6 142 24.0 153 XT US 20.6 165 23.1 136 18A 165 21.0 134 Z 2 cn �' S 72h 22.2 134 233 }20 1&5 739 78.8 118 15.9 739 1T.5 116 W W �V 7810 18.9 125 19,7 109 15.7 125 76.8 16T #O j a- aZ III �EEE Q J r 7881 175 t1e 1&2 704 2: Q Z TABLE SB ANCHOR CAPACITY ADJUSTMENT FORMULA: Anohor Ca c Table a F- to O mq ANCHOR CAP.,,,,,,,,,, ULO ) a ffm rk Wnra4 35b Cax. Hp4an CMU Fliled[24U PT W..d Meul (DP)X ANCHOR CAP.®&16'ECp IIVSSEkp Y16'E7pp to*ss Eko mu swel ot2 Steel .281.14 LLION .,,o,,,,, _ LUArwh4r Typo: 9118'Ekp UlVxm V4'EICO Umapm mt6'Elp0l8trapon tl4"ECO UmapmAnchor COp Patterns lno-aem AS9FCGpim u0mppn A➢Pacaim spm.icy)spmwins) 6u4w(cy) USE THIS FORMULA TO OBTAIN THE'ANCHORNE4p MM.,tick 1` 2-wr V 7•trz' 3-116` I- 2.11 1• arrt' Y 3-vs 2• ¢4s 954- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN F- Etnt d aI,9bk 73lC talo` 1314' 1-ve 7 7-17r 1.114• 1-Ile t•va• 1-il4' 1-v4' 2' tare' 1316' sada% ACTUAL PRESSURE REQUIREMENT FOR THE2a,cm><N4.7sM81.o_a7sts,daoorcxspltAp n.17 kms 39om% 45a9as 990 ms taw ms zr➢a. zeoa,% 354 ms 749rx a74rps 6E4ma 91&mf 341 ass 442ms w6 OPENING,WHEN IT IS LOWER THAN THE MULLION IL 4ArcM18 A i./S Mb,,as r ataMad(pr08ad)Cpp 9�➢.7): 480 as T00 8s WA wA wA NIA 390 ms wR WA WA WA WA 602 ms 585 Os 1120 Bs CAPACITI'(FROM THE TABLE)OF'HE SELECTED a4Amh18 T hwft ac.7(t)246ArdeC8psi1Ff;.3T 780 ms 7wem 68086 Ism lb, 1899 ma 5401. 5WO. wA 760 ms 74a i. can ns 1s92ma 6wis emms 112017 MULLION.R WILL YIELD A MINIMUM ANCHOR U2Ancbors�j 0.45"Olin.O.c.rU�lp.IMo.12s Alum.(Fry.4k WA WA WR wA WA WA WA WA WA WA WA WA WA NIA 7tS i. CAPACITY WHtCN MAY BE USED TC)QLWLiFY a` iA7arnarF p{Fi➢.6k tss l% 195 ft 225 m% u59s 'szz as 1351. 1401a 177Im 3701% 1871. 3121. dn1% 170 ms 2211. 2801. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Ancbom @ 1.15•MGL aCJ F-0ip 1110.01 240 1511 35015 WA WA WA WA 190 Os WA WA wA WR WA 347 Ott 442 M. 56010. ANCHOR CAPACITY TABLE az complying with the Ftnrida NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Code NDA-No. 17-0630.01 Expiration Date 05126/2021 By Mtam���Product Gondol FIGURE I: FIGURE 2: TABLE NOTES: i + Q 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. --j t 000• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. FIGURE 3: _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE SHEETS 21-23. ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2& 2,000^ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L x.125 ` 1'LYN,y CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•DO-WOOD SHALT,BE PRESSURE-TREATED a`a.�.•'• 1.10EA1S /4 FIGURE d: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125` �i 4'' F •.•.fJ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT X 2"X.1 25*MULLION _�y}?� No.58705 �M0 .� THE MATERIAL#10&#122CK AND ANS.CHORS ANCHORS R INTO WOOD MAY BE STEEL,1&8 S.S.OMETAL SHALL EXTEND AT LEAST1S.S.GREW THREADS BEYOND M •: STATE F z:(4` -ORION•.•''ls. N 0NAL E1 71.x. A.Ll�i(NIN1IIIIIi3 A.E. FL P.E.'#58TD5 TABLE 2A - & Mullion Capacity Table ObsHe) Opening Width(foruertlmly-sparring mLAons)orOpening Height(for hori=nf2ly6pandng mtgow) 602 63in 701" 80n 90(B loom 7a in W 16D Um xi Rectangular TnWT4ag. Redar4pular 7 ria Redanguiar TnprrdaD. Recta dor TnpRdang. Becton C , r4p17 n9 rg pilar TraprTOBrg. Re;,[arguiar TopRdang. Rectangrar TreyTriarg. Rrtargdar Tnp/7r¢rg. Rectangular TnpROang I O m ¢ 1 x 2 x.076 Lnang Loa1rg Loadng Loadng Loatirg Lmdrg L..c irg Le n g Loadrp L-&119 L-Mg LoadNg L4adrg LBad'vg load'mg Lmdng Leading Lnadrtg p2 U Alum.Tube y F A •^ r r g r = F r r r a p r _r p r r r p r r g p ^ x a^ ^ Mullion qS P cd S S, u &' 8 k �'� m �^ RF 6 a9 m 'S y €$ a fl� m SS 6°E ED UJ T. 3 ^ 3 u 3 3` Cs ug u S 3 3e C9 9` € gge T €Ye 'Sg a EE a`¢ d`arc f E da 5 o d`"p: s i� da f a`u d S arc" � rc < Via` o da i� [`� E i E'. dF¢y �2.1a dF > Z O ~ W W -Qin 17MO 620 170.0 435 157.3 662 170.0 4n 129.7 661 1700 'AS 113.5 662 169.5 SIB 1008 E62 168.9 517 BOB W2 168.9 517 757 662 16&9 517 6&AS 662 1688 511 56.7 682 16&9 517 N _ 9801 41.E 507' 736.0 418 1p1A 507 1191 1110 e8B 5217 10fl7 403 7Sa 537 1026 399 E7.6 50T 99.6 397 EOB 5177 95.0 396 607 507 99.0 396 43.4 507 89.0 396 380 507 990 396 ir J ir 50.629 in 1D3.7 456 714.E 778 86.4 459 99.9 371 74,1 45E 905 3% 649 456 84E 3® 57.6 -456 -81.3 367 51.8 J.Y> fl00 356 432 456 80.0 356 37.0 1156 80.0 i 356 324 1196 800 356 641n 854 400 933 ME 71.2 400 809 329 61.0 400 727 372 53.4 400 07.3 318 417.5 400 64.0 315 427 400 67.3 314 356 400 61.8 313 305 1400 61.8 313 267 400 61.8 313 W O to ' R CC j 601n 623 324 66.9 276 51.9 324 57.5 270 44S 324 61.2 2S4 38.9 324 469 250 346 324 439 257 31.1 324 420 255 280 324 40.5 253 222 13124 405 253 79.5 324 40.5 253 J F It M 63 rt 53.8 294 67.4 252 448 294 492 246 364 294 43.8 241 336 2% 396 237 ME 294 37.1 234 289 294 352 232 224 294 33.5 230 19.2 294 334 230 1G.8 294 334 230 Q Z J 661n 468 268 49.6 230 390 268 424 725 334 268 7.5 221 29.2 258 341 218 26.0 26e 31.6 215 234 268 29.8 24 155 � 280 210 16.71 268 27.7 209 146 268 27.7 209 Z 6 m Y= 72m 380 225 37.9 195 30.0 225 322 191 257 225 2a.4 188 225 775 25,6 IS! 20.0 225 235 182 1&0 225 221 180 150 775 21.3 177 129 225 19.6 176 11.3 225 19.6 176 W UJ 76N 306 202 320 777 2S5 202 27.2 in 21.8 202 20.8 170 1&2 24 2.5 7E7 77.0 207 19.7 165 1S3 ZOZ 1fl4 163 129 202 16.7 160 10.9 Za2 tSB 158 &6 202 iSe O I 781n 283 182 WE iW Ti5 I82 7S1 185 201 193 22e 162 17.7 7@ 1787 159 157 192 1&1 167 142 182 1&8 155 {78 192 15.2 152 10.7 192 144 150 89 182 1112 1- j Q J s_^ 3 F J r I BOM 186 144 19.0 121 154 144 z Z N , 86 fn 15.2 127 756 113 a qZ=co O O M I TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: n m o' B I Anchor Capacity Table obs) ANCHOR CAP.,-,-,, $ 111 X SrDst2W 271 CB .e 3.51 Care. Fbliew CMU Fined C M PT Wood Mebl (DP)X( J=ANCHOR CAP.,,, 6 N MULLION CAP.,•s- 51/6 Ell V4.65 Ebc 916'Eke IA'SS Eieu 010 51ed 012S 012 SRH 1- 1- Arxhu Type: 3116'Ebo l0incan V4•pec 19bacar Y15'Eh'u Lilaoon IA'Elco LIZ- � tJ x Q O O Anchor Clip Patterns 79lnwn Agpece(a uio-acm AgpeGabr 9cra"(es)sue4r(c5) 6emalr;s) USE THIS FORMULA TO OBTAIN THE'ANCHOR < Edge Distance fink r 2.tQ' .r 2-1/7 3-IE 1' RiQ• 1• 2-la' 7 31/8' 7 0.46' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN R 'L Z y.(A [A I EmbedmeN fni 73'4' 1-Y4• 134• 1x14' 7 •-1 A• 1-v4' f-v4• 1-u• 1-vr 1-1r4- 7 1sT' fsT• ,,;T; ACTUAL PRESSURE REQUIREMENT FOR THE a �� .. O� 2 Antlers®4.75'Mn.O.0 I SIM'd n1 W MdCUP[mg.1) 390 Du 39a Itn 4503. 890 W 16"lbs 27o ma 200 M 3541p 7400. 374 1b. 664 me 946r. 341 ws 44212 560le. OPENING.WHEN T7 IS{OWER THAN THE MULLION 4Anchors 01.15'Mn.O.C.ISlendard aaEet tx CAPACITY FROM THE TABLE OF THE SELECTED ( ) p(Fig 2j 480 Poo 700 Ibs WA WA WA WA 390 2s NIA NIA WA WA WA 662 tai 887141 1401ba ( ) 4An=rors®3•Mir.O.C.I(2)2.5 Angie crgn 7(FN.3k 780 c4 780 lbs BOB bs IWO iba 189611s 54024 5W 1. N/A Team 748t 080 ma 1802 ft 682U 835 Ib. 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED ) 2A¢Mn®OAS 66r1 O,C.I l4C11p,nm.125'Abm.(Fig.b) WA WA WA WA KA WA WA WA NIA WA WA WA WA WA 7132s CAPACITY WHICH MAY BE USED TO QUALIFY a5 Complying with the Florida 1 Ane11m l Fdip(Fig.Sr 19526 1rd2s 225 ba 446 be tmm 135 bs 140 b7 1772s 3702¢ 16726 332 ms 4nM 77026 22112 280Im ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2 ArwhmS 1.15-NIn.O.CJ F-Op(Fig.Cr, 24025 35026 WA WA NA WA /908n WA WA WA WA WA %Iles 442 1b3 56025 ANCHOR CAPACITY TABLE. NOA-No. 17-0630.01 ) NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Data 05126/2021 {){ By Miamt- ad ro uct Contra - f FIGURE 1: FIGURE 2: TABLE NOTES: 1 O ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, j ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'I 1.000• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE FIGURE 3: j • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. � 1411 11 I I l ll1 ![{O • ® 2.000' IF 'T .. - HOS TO BE DRILLED IN FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �}CEN3F ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED j_ELLT5' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED � No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MWRdUA1 OF.Iles THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(16 GALEAS STRUCTURAL STEEL TO BEAT 1'X Y X.375 MULLION III I'{ If'III JI LEAST.725'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ® ® THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,16-6 S.S.OR 410 SS. Oma'., ATc' ''7,,'ONAL1e,," A LYNN MILLER,P.E. FL P.E.#58705 TABLE 3A ego 3Muffion capacity Table(tbstfl) Opening Width Cor wrbcaAly-sparring mullions)or Opening Height(for horl2Drdaay-6par4trg mutons) 50 in 601. 70 i. so I. 90in 100. 1201. 1401. 1601. Rectanpda T-plT4-M Reelan9dar raprtdang. Rectangular Tr 1TAmg. R.etanOWm Trapndag. RectangWar TnptTdwg. Rectsg7.11ar TrWTrang. Rectan9uia Trapl7darg. Reet.nff.0.r Top7darg. R.cGrgndar Trspgr- C 1 x 2.76 x L-r-9 L..bv Loafing L.atng Lwdng Loadn9 taadng Leadug L--v Lwdng taaan9 L-d'9 Lp.amg Loa6.9 lwdieg Laadng t�a3.g Lmdq r .376 Alum ox C3 z p g z r z z z r g z r z z p z r r r z r z Tube a v.. .. 5 �m v 4'm v... �.. e � o: �4 a �t v �+ 4'e S.. �� o >; Muhien gig a e s �a . € € _ �. A a zip, >:tl a € $ € w 67 u rg`' c7_ 99 0` u v �� o ro r`i g t� $ u`_ u v 1-R 932 �-,• oro 93 0` o N iii S 95 0 932 v H cY a _-o U 4_ s Is ss �2 s. �q' a s; s €� h€ 6 € a = o a= s� r r 0.g = _��' } € n 1= 5g € _ 5 gg � s g0. - o w cc g€ w 421n 170.0 620 +7a0 435 170.0 744 +70.0 474 1740 868 1700 606 MA sw 170.0 519 17a0 tris 17.0 621 170.0 1240 1740 521 148.7 1301 17MO 521 1275 13D1 1740 521 111.9 13D1 1700 WE N w (� _ W 48 al 170.0 Me 170.0 524 170.0 850 1700 584 170.3 992 170.0 630 170.0 1133 173.0 661 151.8 1139 1700'677 +3E.8�1139 170.D 680 113.9 1139 170.0 680 97.8 1139 1700 61x1 85.4 1139 170.01 680 M -1 1n 50.625 In 170.0 747 170.0 563 170.0 656 1740 631 IVA 102.2 17M0 684 146,8 1032 170.0 723 1305 1032 170.0 747 117.4 1032 1700 756 97.9 1032 ima 756 a3.9 1032 170.0 756 73.4 1032 170.0 756I-- 64 in 17D.0 797 170.0 612 161.3 007 170-0 6S1 1362 907 164,7 730 1209 907 1tZ6 720 1075 907 1450: 714 96,6 90'7 141.1 710 60.6 O7 1400 709 69.1 937 143.0 709 60.8 e07 140.0 709 LD m C 03 601. 141,1 735 151.5 625 /176 735 130.3 611 100.8 735 116.0 599 3a] 735 1062 590 744 735 99.5 683 70.5 735 95.1 578 58.8 735 91.8 574 5DA 735 91.8 874 44.1 735 91.6 574 H rD Lw-7 a IZ 1: 631, 121.9 SEE I= 570 101.6 66fi 1115 857 87.0 fill 989 517 76.2 66s 001 538 67.7 686 83.9 531 60.9 666 79.8' 526 60.6 6B-s 79.0 521 43.5 6c"8 75.6 627 38.1 666 74.5 527 co U Q 661, 106.0 607 112.! ,522 69.3 607 96t 511 T5T 697 85.0 501 �2 607 77,1 493 58.9 sof 713 486 530 607 67.6 481 442 637 63.4 476 379 607 62.7 474 331 847 62.7 474 ? Z d J 721n 81,6 510 85.8 443 68.0 510 730 43458.3 10 64,3 426 51.0 510 579 419 4SA 510 53.3 413 40.8 510 505 403 34.0 510 45.9 402 292 510 "A 399 25.5 610 N.3 399 w d3 a' a �e O 76 in 69.4 458 77.5 400 57.0 458 61.7 382 49.6 458 54,1 385 434 458 46.8)378 385 458 44.6 373 34.7 458 4t.e 363 289 458 37J 362 24X 458 360 359 21-7 456 Ti 358 �} _t0. IZ 7a hY 642 43s a7P 391 s3.5 435 508 373 #.s 435 49,8 366 Oat 435 44,7 380 367 435 40.9 355 32.1 435 381 351 26.8 935 34,4 344 22.E 435 326 341 201 435 373 390 Q tP- A hC ` 90 in 41.4 327 411 290 34.8 727 lfii 265 29.9 327 31.8 2130 281 327 28.1 TS 232 327 25.7 271 20.9 327 23.7 268 17.4 327 FZI.O F262 149 327 1913 258 H Q Z N 6 La r 96 in 34.4 2r, 35.4 257 23.7 232 29.9 252 24,6 287 2E0 248 2f.6 287 211 2" 19.1 297 20.9 240 17.2 287 IS3 237 MA 2E7 16.9 232 n0. ,g 5i 0 ro0 tet hr 242 232 24.7 205 202 227 249 201 17.3 227 18.0 199 15.1 221 16,0 195 h, x'rg+ o -111M 27.3 215 22.7 194 IB.6 215 19.1 191 15.9 2132 ifi.8 184 4px r Uj I 120 in t79 tM 175 167 N Y U s U X Q 3 TE-=#' # TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: d=T Z O w Anchor Ca cin Table bs 71 m0 m,0 ANCHOR CAP. o. 50d.k.' 27x Camnle 3.51 Cma Iltdbw Lams Filled CMU PT wood Metal (OP-)X t )=ANCHOR CAP„ Q #F 13' � NIC EYo lie SS Eko Sts Elm IWSSEke iso Stccl 912 SEW 012Steel MUWON GAP.,,v,,,,,, U rt . Anchor Typo: 9/16'Eko ILtrdeon tld•EIe.LIIUiCm &1-C Elco Ultr.ean 1-/4'Ek.latra4on Anchor Clip Patterns I DOn Aggrecala LOlydcm ApyeG.ror $.rew tO5)sorew(G5) stew Icy} USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge Dilw"t4 i• 2-rrr I r 2-UI 3-ve 1• 2-i7J- t^ 2-tt2' T 3�U8- 7 0.98• 059• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as eomptyln9 with the Florida Emb,4.W(irk ran• I-3n• 1 4'a` 1.314• 7 t-vd• 1-114' 1-114• 1-90.• 1-114• 1,11• r I've- iav v.nes ACTUAL PRESSURE REQUIREMENT FOR THE B.Id.9 Code 2 Anchmag 4.75'MIn 0.41 SWulad a Otset 0ip(Mg.ILI 3561st 300 us I 45o Ds am1644 an 27a On 280166 351 On MMI 3741m 654 lbs 948W 341 On 9921M 560W OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchor,Q 1.15 MIn,O.G I S1.ndxd51___,CIE Ift.2), 460 Qts 700 b5 WA WA WA WA 380 H. WA WA WA WA NA b82 Db ess im f 120 u CAPACITY(FROM THE TABLE)OF THE SELECTED 4An=lrx4 Q93^Nin O.C.t¢}2x5AnOte Cspst(Fg.3) 180 Qs 7800. 680 w0. 1560 ms 1856ats wbs 560113 NIA 7601h4 74e 1-x EDO Ins 1892'4. 682Ib6 swim 1120 On MULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05/2612021 2 Archers 0.45'MIn.O.G I Ul1ip,into-125•AI-.(Fig.47 WA WA NIA WA WA WA WA WA WA NIA WA WA WA WA 71514 CAPACITY WHICH MAY BE USED TO QUALIFY By 1 Armhol7 F-C8p¢i0.5L +�+`�+ fors bs 22516. 495 ms e22 bs 135 On 140 ft 17710.4 3701x6 I671Es 3321bs 473 W 170 Ib5 22116. 250®s ADDITIONAL ANCHOR OPTIONS FROM THE Miami-Da Product control 2Am1as 0 I.15•Min o.CJ F47p F10.327 2400 350 W4 WA Wh WA NA 190 NA NA 191.0 N7A WA 341 IDS 4921Gc 560 ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED M THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: `_...•� 1.000' 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. {11 ii 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. o p�1YLYNN FIGURE3- ��.�a-:•._ •-4f 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.750' ANGLE CLIP MUST BE USED W PAIRS. ti Q\'',,: vcEArSF•..l�� r Q Q O HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Na.58705 FIGURES SHOW SUGGESTED.APPROXIMATE/•OLE LOCATIONS. D.3751'4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEGIFICATIONS.HOLLOW AND GROI.IT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED '7J-�,j�''•' FIGURE4: FIGURES: FtGUREQ O YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60&1-T5 AND BE A MINIMUM OF.125 � THICK STEEL STUDS TO BS A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATt"X2.T5'X.375•MULLIDN '-ftORIDP- LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7 0 Q THE MATERIAL.N10 8 N12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /ILirlaNAL A.LSi{�N t1,37L4-ER,P,E. FL P.E.OI 58705 TABLE 4A Mullion Capacity Table Ibslitt 9 8 z Oponing Width gcrver9raly-sparnirg"iicrls)or Opaning Haight(for hormx6WR),spar7trg muliors) 50 in 60 m 70 in 80 in 90 in 100 v 1201. 1401. 160 In i y LL S2 D Rmlanguiar Traprildarg. R.c;vrgu!ar Trap 47. Redagdw TrsplTdarp. RecOv�d. TrapRriang Rm ipn la Tayidang. RectmgWar TapTrerq Recmn9ula TFa(YTdarrg. R¢dangWar TwplTdarg. Reclang�dar Trep/Tuarl 2' 1 n276X Loadiw L.ft L9edng Coating Loadmg Laadng Loading Load�g Loadno Loafing L4adrg Laablg L-Irim L ding Laadrg Loadrg L.aa&:9 LoaSng .660 Alum 4F• t 2 2 L 2 b 2 L 2 2 Tube o A -92 o a TQ, a LL Mu19an O Oe v oa u O O v O uz O v 0 oa v 3 O u v O v v ov n,� o� iE =$ Bm oa a@ N ore a� o_ is _^ a� ;� 06 g� s@ f r� `� g� em gR t'e o� s� ❑ mom w e� �9 _ o e 3 e �a oa m � -$ �> _ a� �G �a Z W arc Eo a¢ R�. d`rc �� a`¢ d`a Ems. ¢`z f a¢ 5'e a¢'e �e d`¢ EII a`¢ a`¢ fo ¢� �o a`n: a`n` <12 a`m f a=¢° io dr 42 in 170.0 620 170.0 435 170.0 746 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 1720 527 170.0 1240 170.0 521 1720 1488 170.0 521 158.7 1620 770.0 521 138.8 1621 170.0 521 O (n 49 m 170.0 778 170.0 524 170.0 BW 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 1720 1275 1720 677 170.0 1417 1700 680 141.7 1417 170.0 689 121.5 1417 170.0 680 1063 1411 1720 680 0 F� 2 = _ 50.825 in 170.0 747 170.0 563 170.0 m 1720 631 170.7 1045 170,0 Hal 770.0 1795 170.0 723 1626 1266 1720 747 146.3 1286 1760 756 121.9 1286 170.0 755 104.5 1286 170.0 756 91.4 1286 1720 756 W O F 54 Ln 170.0 797 170.0 612 1720 956 170.0 m 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.0 1130 17C.0 BW 100.5 1130 1720 861 66.1 1130 170.0 881 7S3 '1t30 ITO 861 j m C) W 601m 170.0 885 170.0 701 1465 915 162.3 761 1255 515 144.5 745 108.9 915 1323 735 97.6 915 =9 728 879 916 118.5 720 732 91S 1144 715 628 015 114.4 715 549 015 114.4 715 Q 1-- O I (D 63m 151.8 030 161.9 710 126.5 830 738.9 694 1085 830 1232 601 94.9 610 1122 670 84.4 830 104.8 662 75.9 830 99.4 656 63.3 830 94.5 849 542 820 921 649 47.4 830 94.1 US D C) 1 z § z Z W z 86 In 132.1 757 140.0 650 110,0 757 118.8 8W 94.3 757 105.9 624 825 757 96.1 614 734 757 69.1 806 66,0 757 642 6W 65.0 757 70.0 593 472 757 782 501 41.3 757 782 691 Z D-Z m U m J 72 in 101.7 636 708.8 552 84.6 EiG 91.0 540 727 636 80.1 590 83.8 638 722 521 56.5 676 665 514 50.0 636 823 508 424 836 572 5� 363 636 55.3 497 31.8 838 552 497 N J J o rcZ! 75 78 m 065 577 80.4 198 727 571 768 488 81. 571 87.4 479 51-1 571 60.6 471 660 571 55.5 464 43.2 571 51.11 4.59 3S0 571 67.0 451 30.9 571 44.6 447 27.0 671 ub M6 m G 7 r r 781n 80.0 542 83.4 474 667 542 70.8 465 57.1 542 621 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 342 47.5 437 333 542 429 429 28.6 542 40.6 425 25.2 SQ 40.1 423 Z z 90 In 521 407 53.1 361 43.4 407 4S4 355 1, 407328 349 325 407 353 343 2H9 407 721 37a 26.0 407 2gIl 334 21.7 407 26.1 327 16.6 407 24.1 322 18.3 107 23.0 319 r Q tD Z d2.e35872075372 314 324 300 2e.8 358 28.8 304 238 358 26.1 300 21.5 358 24.0 296 ITS 358 21.0 280 15.3 358 192 224 � x� SO301 203 3011 255 25.7 283 2S9 251 225 247 78.8 283 18.E 244 16.7 283 18.0 240 151 283 165 237 LLJ nh 238 278226 235 723 287 18.3 231 15.4 267 16.5 228 0 N (Y U) 120 in 220 229 223 m9 18.3 229 18.11 205 16.2 202 Q x Q O 0 r Z TABLE 4B ANCCAPACITY ADJUSTMENT FORMULA: a HOR _ m 05,0 AnchorCapacfty Table Pbs) ANCHOR CAP.,,o,,,,,,, O Substrate: 2.7k Concrete 3.5k C H.1-CMU Piled dutl PT Wood Metal {DP)X( )=ANCHOR CAP._ U r 5116'Ek. 11V SS ELI 916'Elco V4•SS Eko d a liteel 01284d 012 Steel MULLION CAP.�„�,� Anchor C5p Patterns AncharType: 31t6'Ek.Ultracon V4•Elco umamn 3rts•El.c inv:on 111V Eta u6recrn c PRODUCT REVISED ulrr¢on A99reGam• unrae.n A9926amr Semr(05)scow 1051 eemv(c5) USE THI..FORMULA TO OBTAIN THEANCHOR Edge Olslanca pnk t' 2-trz• t• z-1/7 7-ire• t• x-trz' r 2-tri' 2• 3.1/6' T 0.40• 0.54' 0.724• CAPACITY REQUIRED'CORRESPONDING TO AN 13 eomplYing with the Florida Embe6meM 0nk 13/4• 1-314' 12/4' taI<' r 7-vb• t-1r4' taw• t-v4• t-v4• tal4• Y 1J/e' tale panes ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2 Anchors @ 4.75'Min O.C.I Standad or odset dip(Fm.iL sso tm iso m% 4501es 69e ISs cud ms 17111-1 ego Ibs 3541bs 740 1b, 374 ins 1164 lbs 9re IDs 341 Ibs 442 roe 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.07 4 Anclmm®1.15 Min.O.O./Stands(m asel)Cip ft.n 480 bs -700 ms NIA wa WA WA 3e0IW wA WA WA WA WA B02 lbs 895 ip CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Data 05/26/2021 4 Amhm @ Y I in O.0/(2)2x5 Angle dips 1 Fg.37 780IM 711a Ila bag lbs 1560 Lbs 1896 Ins 540 ms 5600. NIA 760 Its 748 Us SIO lbs 78921ee W2 ms 885 b: MUWON.ff WILL YIELD A MW/MUM ANCHOR WA WA K'A WAWA WA NIA NIA WA WA WA WA WA CAPACffY WHICH MAY BE USED TO QUALIFYBY 195051951. 2251h4822W 13510.1 140160 111A- 370 lbs 11111 -lbs 47310.1 1701bs 2211be ADDITIONAL ANCHOR OPTIONS FROM THE Nliami-0a roduct Control 2Anch-91.15'Min.O.C:F471p(Flp,et 2401be 3508. WA WA WA WA 1901bs 1JA WA WA WA WA 34.In. 44211. 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: --+ 7.000" r'- ® ® O 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. pN• NN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 27150' �'� •t•10EN HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ® ® A FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0.58705 •� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ! �_ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" -O u ATE O =••4u THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ® LEAST.126'THICK AND A36.ALL ANCHOR..INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.660"MULLION 'i�51'•F<ORIDP•.•' ��` THE MATERIAL.1110 81112 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S.OR 410 S.S. 10NAL NA IMILLER.P.E. FL P.E.#58705 TABLE 5A ® � MldTion Capacity Table Pb3Htr) n `g Oponing%Mdth(for eertimPyvarving mullions)or Opening Haight(for hofgada6ysparlrlrlg mullions) 501n Min 70 in 80 in 6 I 100 in 720fn 140m 160)n Rectmlglla Tn:p7To-V ReaagJm T1ap7Tdang. Redlan0e1a TnJWTday. Replan94ar Toc iarg. 11.1-DU Trap/Td. Red ngula T1apR1Ia1g. Rectarigirix i . O radlin-9. Ruca.p d. TrapTHang. R-ampdar Tmp/Tdang F 1'X 3.125'x Loadn9 Loodrg L-&g LeadnB Loodw Uldn9 L-p2619 Lced8 Loadtyn Loacin9 Loadng Leaftq t.o.1m L-aema Loadw Lnacing Lnadog toadng o= ,600^alum r r r r ,g g r r r r r r r r >' r r r r r r z r r r r r r r r r ;r• r r I r '" 15 IN a TMba MMO A e �` D o a a A, g s$ eo ao < s a $ N U xJm [? 4 U Uv U Uq U Up Up U Um U Civ U Us V Uo t] Vv V U U U U Ub b U Oto U V s= so`s a"' s` ¢ r� o °� `2~ 5 =; b. g« _e sr ae 8E Lg i s z- Q« se =r Ne gA 6g o ga U $a a`aa`c E e`¢ �S $� g� a a a� & B wr W a¢ xrc ti ��. arc d`¢ 5'a. a`¢° s a`¢ �o d`¢ �S ¢ �c dr le ¢ Q 62 In 170.0 620 170.0 435 170.0 744 170.01 478 170.0 1 868 1700 506 170.0 9112 170.0 119 i70D 1116 170.0 5r 17D.0 1240 t7&a 521 170.0 use 170.0 521 1700 1735 Woe 527 754.4 %W 17CO 521 W J rn ¢ J 48N Y700 708 t70.6 524 170.0 850 7700 1 584 170.0 972 170.0 530 170.0 .133 170.0 861 1700 1275 1700 6TT 170.6 1417 179.0 580 757.7 1577 170.0 660 135,1 7577 770.0 680 118,2 4577 770.0 660 53.8251n 770.0 747 1F0.0 563 170.0 896 170.0 631 170.0 1046 1 170.0 684 770.0 I 1185 170.0 723 170.0 4345 170.0 747 170.0 1494 170.0 758 744.7 1091 170.0 1 756 127.5 1405 170.0 756 106.3 1495 1700 156 � � O � 54 in 170.0 797 170.0 512 170.0 956 170.0 MI 1700 1116 1700 754 170.0 1275 170.0 803 i6&/ 14m 170.6 837 149.5 1401 170.0 856 124.8 1401 170.0 861 105.8 1401 170.0 861 83.4 1401 1700 861 K LD O V3 W win tTO.D 885 t7AD 701 770.0 1063 770.0 797 758.5 1158 710.6 878 138.7 1556 487.0 028 123.3 1156 156.5 877 111.0 1156 148.7 810 925 1158 144,5 1 803 78.3 1196 744,5 003 68.4 1156 144.5 803 y H m 0 631n 170.0 930 170.0 745 159.8 1049 170.0 650 137.0 1049 155.5 660 119.8 1040 141.7 846 106.5 7049 1320 636 058 1049 123.5 628 78.0 1049 116.3 820 CBS 1049 110.9 679 59.9 10W 118.9 819 _ Lj � U, Q n 861n 166.8 955 170.0 789 139.0 '955 151.3 804 119,1 955 1337 788 1042 956 121.4 775 826 055 112.8 765 814 955 10&4 757 68.5 955 90.8 749 59.6 � 08.7 746 521 955 98.7 748 Z 11!I'l g m 1 72h 12$5 801 124-@ 697 107.0 L4O 174.8 852 91.6 603 101,1 670 803 8Ia 972 659 71.4 003 83.9 649 64.2 807 7&6 642 535 9m 722 672 452 M3 69.8 628 40.1 803 69.7 BZ7 w a` Y 10 to 5 U 70 in 109.2 721 114.1 629 81.0 721 87.0 616 7&D 721 85,1 605 68.3 721 70.5 595 607 721 70.1 585 64.6 721 854 579 45.5 711 59.4 568 39A 721 56.6 564 34.1 721 58.1 58:1 J J ` `x - T 78tH !m8 884 105.6 599 84.2 584 84.4 587 722 884 78,4 576 63.1 684 70.4 587 56.1 684 S&A 558 50.5 884 58.0 551 421 684 CIA 541 36.1 684 St,3 531 VA 884 50.6 634 Z !- � Q N Qs 90 in &5.8 5;4 67.9 466 54.8 514 57.3 448 47.0 614 50.0 440 41.1 514 44.6 433 305 CIA 40.5 427 32.8 614 37.3 421 27.4 514 33.10 412 23.5 514 30.4 406 20.8 814 29.0 403 �t--. ¢ to Z 961n 54.2 452 517 404 45.2 452 47.0 396 36,7 457 40.8 390 31.9 452 36.1 381 301 452 329 376 27.1 432 30.3 373 226 452 76.6 385 19,4 452 242 359 Y&8 452 22.8 355 d U3 X �8p O o n Lm 3&1 357 38.9 322 31.7 357 32,7 317 27.2 357 284 312 23.8 357 252 308 2f1 357 227 303 f9A 357 2118 289 15.67 180 293 136 �7 102 287 !!8 26131 35.1 338 35.8 706 29.2 318 301 301 25.0 338 26.1 2BE 21.9 338 23.1 292 19.5 338 20.8 208 175 336 180 2& 14fi 338 !fiS 776 125 338 148 273 110 338 138 269 � M [vj27.7 289 202 263 231 289 237 259 198 299 205 258 17.3 2M 18,7 252 15,4 289 Y5.9 249 23.0 285 %8 746 11.6 285 iZ8 1a0 9,8 209 11.4 236 &7 289 10.4 232 X 4 O O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: >- IL$.-- Zm AnchorCa Table 8 -- n. _ 0 94 ANCHOR CAP.,,,,, O o � � SiN6t2ta 274 CaKaSt 35tCmc. Haim cMU F81 ctdu PT IV= Mea (DP_) "''`}=ANCHORCAP."„ G 5'17 eco yr 55 E1ca sty'Dco trr 55 pcp 6w seetl 8M2 stat 1'12 5tcd MULLION CAP.,,o,,,,, AnchorClt Patterns Anon°Type: 3116'D[a Uttam yr 6):oumecpn urm[m 3<1c Elco unla rn yr Elcoudraro" a eGanr U.. A ) s) (35) USE THIS FORMULA TO OBTAIN THE•ANCHOR PRODUCT REVISED p BO gpSSEM S[te Sled 912 SI sapu Edge pstmce 9n) t• 2417 V 2.17 3.1/8' v 2-Ur 1^ 2-vr r Stili' 7 0.46' 054' a.32r CAPACITY REQUIRED'CORRESPONDING TO AN as coca tytag with the Flarida Emleanad n 1.314• tar iar tar r t-114• t-ve 1-114- 1-vr 1.11 mir r tag" Lara' vales ACTUAL PRESSURE REQUIREMENT FOR THE Building oda NDA-No. 17.0630.07 2An[7ws@ 4.79 Lon RC t Mandan a Oftel Lip(F191; 3M7x 39)e. 450 ms 89394 t54407s 270tx 2M Me 364 ms 740106 374 ms amzb' waft341 ms 4a2 ms 5wu OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A71[hM @ 1.15-MIN D.G I Sfa cOn!Cr OI9e1)CIP(Fig a 480 Bs 700 IS WA NA NIA NIA 3m Ate NIA wa nfA WA WA 6829.3 695 to 1120 6. CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 051 26/2021 4Anc tars@ 3'imn O.C.J 215.6 IeOW09D 31 760 as 7803. 6302. 15W ma 1&56105 540lts 560f04 NIA 766116 745 d. 880 na 169290 6:2RrS RIM Re IIW bt MULLION-IT WILL YIELD A MINIMUM ANCHOR 8A¢1109 @ 045'Min.0._I U-CI.P,tnb.125'Alm ft 4)1 NIA MIA NIA WA MIA WA WA NIA WA NIA WA WA WA WA 1075 Its CAPACITY WHICH MAY BE USED TO QUALIFY By-,_/.,�� I Amber, (fig BF t9514s ice las 225 ft 445@7 8718. 1359E 1401x4 177 utt 3701be 187 an 332 Its d730s 170706 211!!n 260 tta ADDITIONAL ANCHOR OPTIONS FROM THE Mlaml-0 eProduOf Cont-r�- 2Antca%01.15'MnO.CJFCSp(rig6) 240 bs 350 Is NIA WA ILIA NIA H10It. NIA WA Nut WA WA 341 tali 442 ns 560IDs ANCHOR CAPACITY TABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, h1.000"-1 FIGURE 1: FIGURE 2 TABLE NOTES: a I)SEE SHEET 1 FGENERAL N FORINSTRUCTIONS ITAALLATION METHODS.ES ND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3125• .,�tt NY LY/y FIGURE 3: SCALE.S SHOWN ARE NOT TO EXACT ` �Q.Y-.YNAI a i HOLES TO BEE ORILLED IUU.ION AND O THEPFIELD FOLLOWING DIMEN Is ONAL ESTRIC DONS SHOWN ON SHEETS 21-23. ti p�`IMENSIONS,SEE SHEETS 21-23. 4,•' tICENSFi(� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 500• No.58705 1 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 341 SPECIFICATIONS.HOLLOW AVD GROUT-FILLED f -2 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4. FIGURE 5: FIGURED: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF,12W THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND-045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 3.125•X.5"MULUON • LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (11 VF MULLION} •.•,et kI� • ORI THE MATERIAL.#10$012 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. C7 A.�YNNIMICA P.E. FL P.E.4 5B705 � I TABLE 6A Mullion Capacity Table(Ibs/Ht) .1 m Opening Width(lorw tIca*sparrirg mtBions)or Opening Height(far tnrizorrtemty-sparring 9lor s) g e 7_ a 50 in 60h 7D BON 501. 700 111 1a 140h Leah L„ •l O Rmtangda Trep/Tdang. Ret Inwdm Teapanan¢. RectaRli ilidw Tmpmg. Rectm¢dar 7mpTten¢ RecGm¢da TapRt�lp. Rcmr�lar TrepTrian¢ Rechngaler TmWTrianB• ReGarig+t.r TralNTri.ng. Recttrgilx it lnan¢ ` a 1 X42.125 Leadha Lced.9 L eine Load.¢ L-Ing L9adrg L®Am9 Lm10,9 lm®mp L-drs Loatirlg Lmebr; Lmtrdng Loa•ng Lc-aGr1g Loadm9 Loafing Lmdc9 e2 U AluM-TUbe r A is £ �' Z r F ]� E .€ i Mullion t2' g :$ $$ s N LL b oo b a� b u< u b 44 H b 4: b 4Y` b iv b v uE a o" e v �` b �e 43 _p U 6Pr I,I! aC to s =s eg �� S€ s� a� o Fos s5 s za a� �� ppa3 == r� sa �R �G g� zap ales 3e � t o� - -. - � -� �� z •-= w . �� <¢ E€ e`¢ 3E. arc f arc �. <¢ A. as s6 <¢ a �� <em � do re fe <� f@. are° Ie. ¢a ir ir o w 42h 170.0 520 170.0 435 VGA 744 170.0 478 1700 668 170.0 Me 170.0 992 170.0 519 1700 1116 17(10 521 170.0 1240 170.0 621 170.0 14M 170.0 521 145.8 1489 170.0 521 127.6 14M 170.0 Mi WUl N J = 48h 170.0 708 170.0 624 170.0 850 1700 584 17UO 992 170.0 ma 170.0 1133 1700 6E1 170.41 1275 170.0 677 156.3 7303 1700 680 1303 1300 170.0 00 111.7 1303 I 1700 680 97.7 13M 1700 we 50.625h 170.0 747 179.0 563 170.0 8% 110.4 631 170.0 1046 170.0 1184 170.0 1195 170.0 79 156.1 1235 170.0 747 1405 7235 179.0 756 117.1 1235 170.9 756 100.4 1235 170.0 756 87.8 1215 1700 756 F �r5. 64h 170.0 797 170.0 612 770.0 N6 1760 691 170.0 1116 1700 754 154.4 Ilea 170.0 eat 1372 1158 7700 837 123.6 1159 170.0 B56 7021.9 1158 170.0 861 88.2 1158 170.0 861 772 115= 170.0 eEl rn m [7) Lij 601r. 170.0 W5 170.0 701 166.7 1042 1700 797 142.5 7042 161.1 Ott 1251 7042 1457 815 1112 1042 1358 801 100.0 1012 130.2 791 83.4 1042 125.1 782 71.5 1D42 125.1 782 625 1012 1251 782 a F 40 U 931n 170.0 930 17C.7 745 1512 992 1636 818 1296 992 144.4 799 113.4 992 131.0 782 Mae 992 121.4 766 90.7 992 1N 758 75.6 992 108.4 745 64.0 992 1089 744 56.7 SM 11150 744U CG < t gbh 765.4 947 170.0 785 1379 047 146.0 786 116.1 947 130.3 768 103.4 947 117.7 752 919 947 108.7 738 8Z7 007 1022 727 68.9 947 B&I 713 59.1 947 94.0 711 51.7 W7 009 711 Z Z U� m' 3U c 72 in 735.9 009 1{3.7) 737 7131 1149 7216 07.0 819 1059 708 84.0 849 %.4 699 TS5 649 68.7 686 67.9 849 827 675 SS6 009' 75.3 659 48.5 845 Ye9 652 62.5 949 72.4 657 ¢1 W !'� O 761. 115.5 762 120.7 665 96.3 762 1026 652 e25 762 90.0 640 722 762 EO.9 629 002 762 742 40 57.8 762 692 613 48.1 762 62.8 602 413 762 59.9 557 36.1 762 59A 595 � J u) rcZ < J 78 Y5. 106.9 714 111.4 674 89.0 724 94.6 621 76.3 724 Me 600 658 724 74A 599 59.4 724 6e.1 1 591 53.4 724 e34 583 44.5 724 67.3 573 382 724 54.3 SE7 334 724 53.5 565 =O J � t: 34.8 69.6 513 71.8 483 680 643 60.7 474 68.7 543 529 466 43.5 513 47.1 458 36.6 543 42.8 452 34.8 543 395 446 25.0 643 34.9 436 24.8 543 3Z1 430 21.7 541 30.7 426 Z Z Z) < N O] r < 2 Z 991. Aj � .9 427 47.8 478 49.7 419 40.9 478 432 412 35.8 478 39.5 406 31.3 478 349 400 28.7 478 320 395 23.9 478 28.1 38E Z0.5 478 25.6 380 17.11 478 243 376 aU d0 X000 N_'S - � tO81n .1 341 33.5 777 34.6 375 26.8 377 30.0 730 2S2 377 26.6 325 21.6 377 26.0 321 ?a1 377 2Z0 377 1S8 777 19.0 370 11A n7 17.1 304 r 171 h .8 323 30.8 357 31.8 318 26.5 357 27.11 313 Il2 357 24A 309 20.5 357 220 305 18.5 357 Al 301 15.4 357 77.4 794 r X N mY Y 720h .6 279 24.5 308 25.7 274 27.0 306 21.7 270 18.3306 182 287 tE.3 306 173 263 1- X < fuh .2 196 (L°� Z'in sp TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: a ; €0 m� Anehor Ca el Table Past is su05Va1e 271 c rer�e 7.SL core. Nona.wu Fmed L2.fu P7 w4°4 Meml (pP)X(ANCHOR CAP.,,„•,,,,`_ANCHOR CAP.,,, Sll6,Sea lbr SS Ebo Wlr Set, 1!4-SS FYa alas lCtl #12 led C12$led MULLION CAP.,,,,,a, PRODUCT REVISED Anchor Type, 3116•EL10 Ubrcan 174'Eke UM-. 3118•FJ[.l➢Data 1!4'Ebe IA m Anchor Clip Patlems t0oac4rl ApO:eGa1n uoawn A¢1reGaa Sana(G5)8.-(W) screw(G5) USE THIS FORMULA TO OBTAIN THE'NCHOR as tom 1 1n with the Florida Etlge DI51..e ML 1' 2-1!'P 1• 2-IE 3-v=• 1' 2.10 t• 2-7r! 7 311tr 21 a.", a.5a• D.324' CAPAC17Y REQUIRED'CORRESPONDING TO AN Building Code EmOeonelt M7 1dld' 7.314' 7-314' 1.114' 2 7-174• t-tI4• 1+t A• 1-v4• 1414- Law• 7 7.118• tale• lanes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2anctmts04.7c Mh O.C./SmndadwoBset COp()g-1827 390 hs 390100 450 ms E90 M5 1614 as 270 ms 28D let SS41et 74c Bs 3?41'6 etolft Pee Ib4 941016 H21bs 500104 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05126/2021 4 ArrclWm @ 2.25 Mn.O.C./ShMad for Offset)Lip(Fig.3): 700 Its 100lat. 580 9s 1410 Lbs 952 0n NIA 5601. WA 630 h4 I WA 890106 WA 602 8s 88.5186 1120 tEs OAPACITY(FROM THE TABL.E).OF THE SELECTED 8 Archom@1.15 MI..O.C.I 5-beel(0r Mel)000 (Fp.4k 960 15 1400 OR WA WA WA WA 7601es WA NIA I WA WA WA 7363105 17701bs 224006 MULLION.IT WILL YIELD A MINIMUM ANCHORgy 4Arclnm@ 3'Mdn Qc.19)25Alple aqs/(Fp.5}' 780 hs 780 Na 6801bs 15808s 1880 Me 540 hs 5601m WA 760 ma I 7de 8s BBO Lbs 1B921es 682 hs Bas Ibe 1120156 CAPACITY WHICH MAY BE USED TO QUALIFY Mia aProduct Control 6Anchon@3.49n.O.C./(2)245Angle Cb61(F46y 11700. 1170106 1D207bs 234086 2600 ms 610106 840 ies WA 1148 L96 11221es 1320 Ies 283884 1D228s 1327857680155 ADDITIONAL ANCHOR OPTIONS FROM THE 4Arlehors@0.4SMh.O.L./UClp,into.126•Ahm.(Fig.7): WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 1430 os ANCHOR CAPACITY TABLE 2 Anchaa C 22F 5•Mer.O.C.! Oip(Fla.8): 3601bs ]50 ar. 2811 lb. M itis 476 11% WA 2601bs WA 315Im NIA 4401Ds WA 341 lba 442106 580 Ns 4A.d-@IArMh.0.CJF-aq(F?g.9tI 480lbs 1 700 lbs I WA I NIA I WA WA 1 3801bs WA WA N!A WA HIA 682 Lb. 885 5.4 1 f201bs NOTE:FOR THS 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: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `511 NY LYNN • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �ao'•L.I...... 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' Q�• ••�� TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN CN SHEETS 21-23.FIGURES SHOW _*; NO.58705 FIGURES FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _-O •lit � - • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • • • o CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' '.�,ts SATE SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK STEEL. -•.FLORIDA_,.= \C� ANGLE CLIP FIGURES 588 MUST BE USED IN PAIRS. SAND A36. LLL ANCHORS TUDS TO BE A NINTO METALASHALL EXTEND A7T LEAST 9 SCREW THREADS.STRUCTURAL B YOND THE MATERIAL 91018K T � S�ONAL ( ) 1'X 4'X.125 P72 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 B.S. A.MULLION SL 5870 P.E. FL P.P.E.#.H 58705 TABLE 7A Mullion Capacity Table(lbslft) a y a Opening Math(ror wrlicegy-sparring wfic 1.9)or Opening Height(for hmimrgally-spanning millions) So in so in Tal. 60G 901. 1001. Im1, 140m 160N 1.ty5� R<ctanalat Trep/Tdang Rec!ar•dm Tral✓Tdarg. Rectangimr TrapRdang Rxtmgdv Try nano Redangd.' TmIrril Ii. Rectangular Trap/Tdmg- Ratnnguly Trap/(dan. R C� LLO 1 x 4 x.375 8 aclargdar Tap/Tdane. Rettalpciv hap/Tnaig. laadrg Loedn9 Loadn9 Lmdrg LOadr'.9 Loadlg Loadng Inadnng I.adng L4ndn9 L4edng Lmdrg Load- Lwdn L.ndng Loading Loading Loadng Alum.Tube &"T r r r r r r r r r p r p r r r r r r r r r r^ r r r r^ r r I r r p^ �.. a Mullion �� s 5� a s� s9 a8 �� § �� s �� s ass s9 s �e s �o a �� � � CN LLI e a¢ ser a� s 1z r t s a9 she s� � s� s� a$ s� sg die s _= e� ss � is 9 � ��� �B -g is Q og -$ =B k� s N �€ 1 s w W a`c i a`a ie a`a mea �o a`aw sem, a ao de`a 2:o as se ca` �o an: 7- W 421n 170.0 R0 170.3 435 170.0 744 170.0 476 Me 868 170.0 606 170A S92 17U.a 519 1700 1:16 170.0 521 170.0 1240 170.0 521 1740 1488 170.0 521 170.0 1735 1 M 521 170.0 1%3 1740 521 W O � "in 1740 708 1740 524 Mo BW 170.0 584 170.0 SW 1740 630 170.0 1133 170.0 661 1740 1275 170.0 677 1740 141'. 170.0 680 174 68 0 170D 170.0 0 170.0 1993 170.0 680 151.8 2024 770.0 680 K D to 50.625m 1740 747 1 170.0 563 Vila 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 1 nog 1345 170.0 747 170.0 1494 1740 756 170.0 17113 170.0 756 155.0 1919 170.0 756 136.5 1819 170.1) 756 1.z W o0 117 641. 170.0 797 170.0 812 170.0 956 170.0 651 170.0 1116 170.0 751 1711.0 1275 170.0 110] 170.0 1434 t70.0 037 170.0 1594 170.0 856 759.9 1799 170.0 861 177.1 1799 170.0 861 17J.0 1799 170.0 BC m M 601. 170.0 8B5 170.0 707 170.0 1063 770.0 791 170.0 1240 170.0 BTB 170.0 S<17 170.0 944 170.0 1554 170,0 e% 755.5 1618 170.0 1073 129.6 1619 1740 1063 711.0 1819 170.0 1063 Sit 1fi19 170.0 1063 H 10 0 0 I nog 93o 170.0 745 170.3 1118 170.0 850 170,0 1302 170.0 940 170.0 1488 170.0 1016 156.7 1542 I7(L0 1076 141.0 1642 170.0 1722 117.5 1542 1645 1158 1047 1542 167.8 1157 88.1 1542 167.9 1157 � Z • 661n 170.0 074 170.0 789 170.0 1169 770.0 903 170.0 IVA 170.0 13M 160.6 1472 170.0 1086 1429 1472 153.5 1148 12a.5 1472 158.8 1130 160.1 1472 147.8 1108 91.6 1472 146.0 1104 80.3 1472 146.0 11D4 u• Z U i 1$ U TIN 1740 1063 170.3 878 170.0 1275 170.0 1009 150.8 1370 166.2 1101 137C 1370 1499 1052 1173 132D 137.8 1066 105.6 1320 126.6 1049 a8.0 132D 117.0 1024 75.4 1320 112.6 IC13 66.0 1320 1125 1012 dg 1 O 0 761. 1740 1171 170.3 931 149.6 1184 159.4 1013 128.2 1184 179.9 991 1122 1184 125.7 978 08.7 1184 115.3 964 89.8 71St 107.5 B5Z 74.8 1161 97.6 975 60.1 1184 %.1 927 56.1 1184 923 825 Ji (n o ZS reZ `< 711 fn 166.1 1124 1740 967 1344 1124 147.0 96.1 118.6 1124 1288 967 1038 112d 115.fi 931 92.3 1124 105.8 918 640 1124 8fl5 906 692 112{ 89.0 890 59.3 1124 80.7 867 51.9 1121 832 878 Q J t` 90 in 108.1 844 1115 750 W.1- a" 94.3 7M 77.2 844 827 M 67.6 8H 73.3 712 60.1 844 66.5 702 54.0 664 61.4 693 45.0 B44 542 679 30.6 044 50.0 668 33.5 844 47.7 662 F Z m Z N 96 In 09.1 742 91.5 663 74.2 742 *111 ,742 67.2 041 55.7 742 59.0 831 49.5 742 5{.1 622 44.5 742 40.6 614 37.1 742 43.6 600 31.8 742 39.6 590 27.8 742 27.5 684 DO. ~ N 5 "O'aj0 108 in W-6 586 619 530 52.1 686 586 46.6 513 39.1 586 41.4 505 34.8 586 3T.3 496 31.3 586 342 492 26.1 5865 229.6 481 71.3 586 246 472 19.6 666 24.7 456 � M w711 N 579 655 588 5113 480 955 555 429 487 36.0 555 38.0 480 320 655 34.2 477 28.8 655 31.3 461 24-0 555 11 657 246 555 243 4{a 18.0 555 R4 M2 � X 1ZD In 45.6 475 46.4 437 38.0 475 475 317 420 28.5 475X 330 79.3 297 16.5 330 I7-0 283 0 < ¢ Q Q aa� z din TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: :p m O s0 Anchor C a Table Obs) MCHOR CAP. ,,aa �-4 5 9 j� � Sulstr w 2.7k Caxrete 3.%Cane. M11aw CMU Filled CMU PT Wmd m.W (DP-)X( )=ANCHOR CAP, F >: o a fins Eko 1!1.55 EYo 5/16'Eldd 1/4.65 Eko R10 SItd M26ted •1281rci MULLION CAP-.e.,..+ ArC11or7yps. 3115 Eho Ulaacw 7If'Elco ui0xm Neeem 3115 vao U1ea90n t7a•Elco U19aeon AognGator U6razon AagreGatar Screw(G5)Screw(GS) screw(G5) LSE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED AnChorClip Patterns as comp)yin with the Florida Edr astuwe Ml 1• 2-Irr 1• 2-1,7 11/8• 1• 2-1? t- 2.1rr 7 3-vu- 21 11.48• D.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Building Code EmI M+a.MJ 1-3W1y4' Lara• 1.14• 7 7-ver' 1-7141 7-v4• t-ver• 1.1/4• 1-1.4• 7 IJ/5 10/5 terries ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchors @4.75 Min.O.C,/Slvldvo a Met Clip(Fig.1627 3W TA-- 390lbs 450 I. 890160 16441. 270 I. 2801. 354 Un 7401bs 37{1. 664 lbs m1. 341 bT 4421. 5fi00+s OPENING,WHEN IT IS LOWER THAN THE MULLION Ellpirat7en Date 05/26/2021 4 Ands ®22S M O,C/Sbndad(or O65et)Cop(Fm,37 70D m9 700 aM 560 ms 1410 605 952•5 WA 5601. WA 630 0s N/A 600 0s WA 68210. 8951. 1120 bo CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchors@1.19 Mit QC.1 Standad(or Orael)Clip(Fig.47 SM lbs 1400105 WA WA MA WA 760 IN WA WA wA NIA WA 1363 Ess 1770 nn 2240 ms MJLUON.IT WILL YIELD A MINIMUM ANCHOR By 4 A.1,..@ T Min.O.C./12135 Apple Cops f(Fig 5j 7Bo u,s 7801. 600 ms 1560 u 1896 ms 5401. 5601b5 WA 760 ros 7481. BBD 1. i m 10. 6112115: am it; 1120 m CAPACITY WHICH MAY BE USED TO QUALIFY miam a Product Control 6 Anchor 0 r Mn.O.C./(21216 Mf caps r(FIC.64 1170 I. 11701. 1@01. 23001. 2814 Du elo 111 840 ros Wq 11401. 1122 M 132D . 2878 me 1oz2 ns 1'37Ibs ima as ADDITIONAL ANCHOR OPTIONS FROM THE 4A.b"'C"45 F9n.0-r-IUCh.into (Fla.Ij WA WA WA WA WA wa WA WA WA WA NIA -N/A- PVA WA 1430 gx ANCHOR CAPACITY TABLE. 2 Amtan C 229 Mon.O•C/F-Gip e'9.8): 3511. 3501. 290105 7051. 476 IQs WA 2001. WA I 315 015 WA 4401. WA 341 rm 4421M 660 as 4 Arlclwrs6 i.t9 Min.O.C/FCfip IFb.9Y 48G@e 7001. WA WA NIA WA 38Ons WA WA WA NIA WA 682Ibs 8851. 11200s NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i 1.062' r-- � 1.000- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURES: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE. `\ aPNY LYNN,y�7�i� • • • • • • • • 0 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE P���•'•1JCENSF•.�(�� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' SHOWN ON SHEETS 22-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 FIGURES: FIGURE 6: FIGURE 7: - - *- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND A �� z= . • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE =O SATE (- ••4� • • • • •! PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE TS. F �. 606375 AND BEA MINIMUM OF•125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045' -375Ri,' �iF �ORIDI`,.-'C� LTHICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL ANCHORS moi,S/ . ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375' t 1 7/,ANAA�rL E��.1 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. T-mULLIDN MUL00N A-LYNN MittbCK,P.E. FL REA 58705 TABLE 8A � Mullion Capacity Table Ibsne 1x o�S z Opening Width(forvertlrally-spanning mons)orOpening Height(for hodzurealty-sparring ntAicns) 8C o` 5 50 Ir _ 60M 70 In 80 N 93 In 100 M, 120 in 1401n 160 in u _ o 126^x f6xWgu1 TrepRdang. ReCangNaG TrapfTM.B Rectangllar T.aplTdarl9. RecbngNer T pRrieng. Ret•ImigNar TrapRna�. ReCanpear TnpR.ang ReCangtar T.p/7iianp. RecterDNa TapRdan9. Rer1en03ta• TraplTriang k3�•' a Loadngar L.adrg 14mdm0 Laadn9 Loadrg Lmdrg Loed'm9 Loafing loa?mg Lcaftg L4adrg Lmdng LOadng Loafing lnadng L.adne C.adury Load'vp of ti 3.188"x .265^Alum r g �^ r r _r - .� g z• r r :r z x r - b ;- ,£ - r F r r r r TflbeMun o =a �� € m€ � as a �� a �� a N m a m� R mG gG � a u .'°. 3 b a t9 u 8 $ I c7' cS 3 d o S 73 v tY a c9 <"a S 3 e 8 44 m c% 8 v 14 8 S c9 v r9S v a5 cS t5 cY v N B'e s� Is s� 6� s� o� s� `� s� e; s� ` � =� gA _€� r@ �� fie �� �= !@ tre �� a =� a� s� m.° U � S f+`d �- c 5E _� g g - �. `d -�- b:i � 5 oa Sa o Z SNS y L m 2 € ] 9 c r5 j$ 5$ 5$ �B Z NSR 2- arc 20 �& g� d`rc f a¢ Se a`rc �e c ��. ¢¢ a a`rc f arc s d`rc S 1e s rc f and E arc ��, Eo arc �c arc ge a`rc O W 42 in 170.01 620 170.0 435 17D.0F89,6 4 170.0 478 170.0 Me 170.0 506 170e 992 170.D 519 170.0 1116 170.0 527 170.0 1240 170.0 521 170.0 1488 170.0 627 170.0 17M 170.0 521 151.6 1769 170.0 521 W J 49 In 170.0 708 170.0 524 170.063 0 170.0 5B4 170.0 992 170.0 .530 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 ISM 154.A 1548 170.0 680 1327 1548 170.0 680 116,1 1548 170.0 680 K (7) N a = 50.625 N 770.0 741 170.0 5 170.0 1740 631 170.0'1045 170.0 604 170.0 1195 1 170.0 79 170.0 1345 7740 737 167.0 7468 170.0 756 7392 1468 170.0 756 119.3 1468 1711.0 756 1048 1468 170.0 756 54 in 170.0 797 170.0 612 170.0 SW 170.0 691 170.01 1116 170.0 764 1700 1275 1 170.0 603 163.1 1376 170.0 837 146B 1376 170.0 1 856 1223 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 861 1 R CO C, 17) W N 170.0 855 170.0 701 170.0 1063 170.0 797 158.0 1158 170.0 BTB 139.0 1158 167.4 930 123,6 1158 156.8 919 111,2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 G F W 10 w 63 In 170.0 930 170.0 1 745 160.1 1051 170.0 650 137.21 1051 155.9 862120.1 1051 1420 848 106.7 1051 1323 037 9&1 1051 125.7 B30 B9.1 1051 1ifl3 922 68b 1051 119.1 821 60.0 1051 119.1 821 U tCL z o Q t 661. 167.1 957 170.0 789 139.3 957 151.6 805 illi d 957 134.0 780 704.4 057 121.6 777 92.8 S57 112,8 767 836 957 108.8 759 69.6 957 100.0 750 693 957 98.0 748 52.2 957 98.9 748 ? Z _1 i m = ;U C T2 in 728.7 804 1352 630 107.3 804 1152 684 91.9' 004 707.3 67f 80.4 804 914 660 77.5 804 84.1 650 64.1 804 76.8 643 53.6 804 723 633 46.0 804 69.9 625 40.2 803 89.8 628 W pp y,0. J 76 in 105.4 722 114.4 630 912 722 972 618 782 722 85.3 606 68.4 7221 76.7 596 60.8 722 70.3 580 54.7 771 65.5 580 45.6 722 595 57C 39.1 722 56.7 565 342 722 662 664 F J 6 U rc z 2 78 in 1012 6B5 105.6 600 84.4 685 69.5 588 723 1 685 7&5 577 63.3 685 70.5 568 b6.2 6th 64.5 560 50.6 685 60.1 553 422 685 64.3 S43 362 685 614 537, 31.6 685 50.7 536 ¢ (D r 80In 65.9 515 W.0 457 54.1) 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 446 421 33.0 515 37.4 422 27.5 515 331 413 23.5 515 303 107 20.6 VS 29.1 404 Z x ¢ N 961. 54.3 453 558 404 45.3 453 47.1 397 36.6 453 41.0 391 33.9 453 364 385 302 453 33.0 379 272 453 30.4 374 22.6 453 25.6 366 19,4 4533 2<.3 360 17.0 453 229 356 a mZ=O 0O 3 1081r, 70.1 758 340 323 31.8 756 328 318 27.2 358 28.4 317 73.8 756 152 308 212 358 227 304 19.1 358 20.8 700 75.8 758 140 293 o - ai 111 h 35.1 338 35.8 306 20.3 396 30.1 301 25.1 338 2&1 297 Z20 33E 232 293 19.5 338 20.9 289 17.6 3:A 19.1 285 Lij x Y Y 12041 27.8 29C 28.3 264 23.2 290 2311 260 19.9 90 20.6 256 77.4 260 1B2 Z51 15.4 290 164 249 I- to Cl) N 144 fn 18.1 207 163 18fi d r Z 0 0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: a - m "O>.O AnchorCepetlty Table(ros) ANCHORCAP.,,m•.) SNatrale 27k Oo iete SSt COrc. Hd)-cmU "'Ned CMU PTW-I Melo (DP-)X� 1=ANCHOR CAP-,a„ 5116'ElmW'SSEJc0516•Ello V4•SSEk4 010Si9 rn25teel e12Sleei MULLION CAP-„",,,^, PRODUCT REVISED Antha type S76'B[OUONcm llr EbO UltreGOn 3'7C FJCDHWANA r F]rOUmacOn Anchor Clip Psttems unrx.n AggreG95r utra:m Ag7rLGan screw ita7 scror(God svm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida EMe Llstarce on) t• 2-112 1• 2-1121 3.117 1- 1• 247 2 318' 7 0,48• 0.54• D.3zr CAPACITY REQUIRED"CORRESPONDING TO AN Building Code EMOcC oM py 1314• I Vr ISM 1-W 7 1-v4" -114• 1-vr 1414• 1-1r 2 1=h• 1 yr rallns ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.09 2Andms @47-,Min O.C-1 Slardad x OBset Clip(FIB glb� 390 ils 4501es 80Its 1644 m5 270 Qs IDS 740IM 37485 664116 q11A 3H IDs 442Its 560165 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2029 4 Amh=@1.15 Min O.0 l StenW4d(a 00se1)12p(Pik 7W GS WA WA NIA NlA IA WA NANIA 6fi2m9 885115 112105 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmOwn@ Y Min.O.C.1(2)u5 ANIeChps/(fl979005 mom4 11560 Bs 1�3 @S 510 ms IA 76011E 738 ms 867m61652 m6 6a lbs 1721m MULLION.IT WILL YIELD A MINIMUM ANCHOR By445@0.45"Mill O.0/U:.Bp,hrtc 125 A1wn(Fig WA WA WA NIA NIA A WA NIA WA NlA WA 7430 BE CAPACITY WHICH MAY BE USED TO QUALIFY Miami-Dad roduct Control i M Wf l FCtp 019 5 195 bs m ms 4151b1. ezz De 735 B5 7 ms 370105 187 me 332115 nems 221115 160 m5 ADDITIONAL ANCHOR OPTIONS FROM THE rS @ t.tY MIA O.Cl F-C9 g 6T 230 bs 350 is NfA WA WA N/A NIA WA N:A WA $4185 442165 560 05 ANCHORCAPACITY TABLE . NOTE:FOR THE OFFSET CLIP,USE HE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: F-1250"--i _ ® ® 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. `77111 I I I I I I I / 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.188' •' '}GENS" ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE Q�;' '•F CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ NO.58705 •P ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2 IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ATE GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL •. fl - FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND '•:c.ORIDP,.-' • ® ® ® ANCHORS INTO METAL SHALLHICK(18 GAUGE).ST CTUL EXTEND ATEEL TO BEAT LEAST 3 SCREW THREADS 6iCK AND A36.ALL EYOND HE MATERIAL 1.25'X t-1I4'VF MULLION)LION �7�rS�0NAL.10,1" • #10&#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 Mullion Capac@y Table(lb.IR2) h Opening Width(lorwr8eelly-sparndne mullions)or Opening Height(for hortrantally-spanning rmdliom) 501n 60N 701, 80N 8oN Igo:n 120 in 1401n 160 In =u a O 125x9.25 ReelangiWr T.,'Varg. R elanpla, 1Mprfdarp. Reclon0uln 7mprrriaag. RwlongulaI Tr4VOlang Regenwe TrepiTfi, Rnlargulaz Trap/T0an0 RaelanOWar Tr4{M7rianp. ReolengWn Trapfra- RecledoWar rapff-,9. Lwdl� Loafing Leading roofing Laedng Ldadrp Load" Loedng Lwdag LwdNg Loading Loediao Lwdrg Loading L..dNA Loading LoednA Lwdng Alum.Tube �' t .dA_ v.. F z• �' b• b £ P TO MuglOn $ � 6 � 88� >± d s s f? @ a dQa & 1i@ 8 Yom+ z� a f a S s a s 3: s' a` a a s i a � f 42 in 17IS 620 170.0167M. 1 744 170.0 478 110.0 888 17(1.0 506 1700 BBI 770.0 519 :70.0 1116 170.0 521 753.3 1118 170.0 521 127.7 1118 17DS 621 109.5 1118 170.0 621 958 1118 770.0 521 WfI O Ld d6 in 1740 709 170.D 850 170.0 681 ifi7.6 978 170.0 We 146.7 878 1700 661 130.6 978 170.0 677 117.3 978 IMO e80 ITS 978 1TD.0 WO 83.8 976 170.0 fiO3 73.3 678 170.0 680 5 1 J 50.625 N 170.D 747 1740 896 17D.0 831 150.7 827 170.0 094 IMS 927 1685 709 117.2 927 159.1 Me 105.6 927 156.3 896 879 927 156.3 095 15.4 927 156.3 695 65.9 927 15E3 686 N 64117 170.0 797 IIIIS 889 1TO.0 691 132.5 869 163.8 863 IMS 869 141.8 668 103.0 859 late 660 927 869 129.0 E54 77.3 669 128.8 652 56.2 869 128.8 652 57.9 669 7268 6'2 �; UJ O G (- W In 143,2 746 1528 746 7323 620 102.3 746 117.8 806 89.5 748 107.6 688 78.6 746 ILIA 592 71.6 740 D6.6 587 68.7 746 93.3 683 51.2 748 93.3 583 44.8 746 93.3 583 a( m O In Z) co � W e]N 123.1 677 131.0 BP 1122 568 89.4 677 1COA 555 77.3 67T 91.4 646 etl.l 077 83.2 339 81.9 677 01.0 534 St.fi 6Ti 77.0 528 44.2 fi71 76,7 628 ]0.7 617 7fl7 529 a: (- U (�66N 107.8 617 174.1 5]0 8.7 817 H7.8 578 76.8 617 88.3 608 67.3 617 76.3 609 SIX 617 72.6 494 53B 617 09.7 409 44,8 617 64A 483 39.4 677 63.7 482 338 W Z J 72W, 82.9 518 87.1 450 881 518 742 440 582 SIB 652 d]2 519 516 58.0 425 46.1 51B 64.2 418 41.4 618 50.T 414 34X 510 46.6 408 29.8 518 45.0 dW 259 518 45.0 405 Z� o m = e z U 76N 70.5 465 73T 406 587 486 62.6 398 60.3 465 .54.9 390 46.1 465 49.4 384 392 465 45.3 376 35.2 465 {21 376 19.4 465 3113 367 26.2 465 36.5 394 220 165 369 363 W ,5 J 1O -78 in 65.2 441 690 38T 543 441 57.7 379 44fi 447 508 372 {09 461 45.4 386 362 441 41S 360 326 441 38.7 356 2T9 461 348 348 23.3 441 33.1 348 244 N1 327 345 �� J �n u Ircz no In 42.4 372 438 295 35.4 397 37.0 284 30.3 332 32] 284 26.5 332 28.8 280 23.E 937 26.7 276 21.2 332 24.1 IR 17.7 232 21.3 288 75.2 332 18.6 262 123 932 197 2fi0 0 Q O r� 961n 35.0 281 358 260 29.1 291 36.3 25B 25.0 2D1 264 252 21.8 291 23.5 'a4B 19.4 291 21.3 244 iZ6 291 IBS 241 14.8 291 17.1 238 12.5 291 168 232 ? z Q Nj LT) 1WN 21.6 230 26.1 206 20.#231 ?t.l 2� 17.5 230 1fl3 201 15.4 230 161 798 L~7 XYZ 001 l0 WD f11b 22.6 218 231 197 1819A 184 162 216 1a8 191 14.1 21814.8 188 a ( LD11m-N J a 120N 17.9 IN 18.2 170 14. 15.3 167 CO of X IIoY O' L7rq l7J xI O ry a Of O > a � Zm0 s0 TABLE 98a u ANCHOR CAPACITY ADJUSTMENT FORMULA: Anehor Capactty Table(Ibs) ANCHOR CAP- rU a g n 11.2-R-1 Subslnae: 2Tk Concrete 3.56 Cant. Halon CMU Filled CMU PT Woos Metal (DP,„)X( ) AN CAP. 5178'Elao 1114'SS Elco'JiB Fhd 1/4•ss Ertl 810 steel A72 Stcel #12 Stool MULLK)N CAP.,,,,,, PRODUCT REVISED Arcnm7yp¢: 3176'Elco t0wedn 1/4•Elco BlSeeon atc taco ullretdn U4'Elva L1lrecon USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Anchor CUP PaBerna 1EtBoae Ag001GaIor MUBCOn ApARGmOr ScrL(G5)Soret(GS) SeRW(GS) Cooed Edge IDislonee My t' 2.112 T 2-112' 3.118• r 2-112 1• 2-1r1 2• 3-t18• 7 13.46• 0,54• 0.324' CAPACITY REQUIRED°CORRESPONDING TO AN Be [,Idin e Em,eam¢N(NY I-We "4' 1-314' 1214 2 1-IW 1-v4• 1-44• 1-114• 1-u4• 1-v4• 2 7-3/6• I.=. ansa ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 j 2Mc1kws04.75'Min.O.C./6lendad a06sa1 Clp(Fly 1T 3BD les 3601,, 4S0 los 8900, 16140, 270105 28O Da 3541os 740It. 37416, 6640, Sae ms 3410s 4420, SBO IOs OPENING,WHEN IT IS LOWER THAN THE MULLION ]Expiration Date-!S/26/2021 4 Anchors 7.75'k11n O.C.16tandaN(or 06se1)Cip(Fiy zj 48D lbs 709 Ds WA WA NIA ILA 380 lb. WA NIA WA WA NIA 682 Ds 885 Ws 1120 to, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archon@ 3'Min O.C.l8)255 Angie pips/(Flo.7, 78D Ns 7801,, 6800, 156000 18961,, 5401,0 5601,, WA leo lbs 74816, BOO Os 18920, 8e20s BBS ms H2O ms MULLION.ITWILL YIELD AMINIMUM ANCHOR By 3Aaahen®0.54•Mn O.C.I U47b,hlo.t W'AWm.(Fb.4$ NIA WA WA WA WA WA WA WA NIA WA NIA WA NIA N/A 95D Ib, CAPACITY WHICH MAY BE USED TO OUAUFY MIam-D Pro uct Control I Anehor/F-Cip(FIG.3} 1850, 1950, 225 Iba 445De 822 He 1350, 1401,, 17710, 3TOIhs 18710, 3328u 4730, 170 Ws 2211,5 2301bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ 7.15'MN.O.CJ F-CIP 0'�BT. 2- 350 lbs WA NIA WA WA 1901,s WA WA NIA N/A WA 377 095 44210, 58016. ANCHOR CAPACITY TABLE TABLE NOTES: 1.250* F-1.250"•{ FIGURE 1: FIGURE 2' I ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 7111 l 171 I FIGURE 3: 31 MULLION 3.260'ON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE -:1 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �'�:•••LICENSE /�l ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � �•- •=�f1 ® BEIUSED T _*; 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 C-90.WOOD SHALL -'0 (}1 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 4"' 1� .•Q' FIGURE 4: FIGURE 5' FIGURE 6: 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :��'•. ATE F •' � ® .045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'7HICK AND A36.ALL ,100' .100' :etOR10?', #1 .•' ��� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 325'X.103• 1.25'X 3.25•X.100' �''%r`s/pNAE•NG��` 0 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. L FIELD-MULLED UNITS FACTORY-MULLED UNITS 7jy7 L X11 A.LVNf�fJI1111 FL P.E.#68705 TABLE 10A a on Mullion Capacity Table(Ibelft7) Opening Width(forv0dlcally speming muliols)crOpening Height(for Imizolda*spennirg mdlmre) I, a 5D h 60 in TO L7 Be is 90 m 100 in 120 in 1401n 160 is = O U 126%326 Reltangrda, TopIrlang. Rlcurgdar TrepRri.W R¢den8utar Ttep7Tdang. Red..gw Tre FIrrimg. Regar.gWsr Tep.Triang. Restan d. TrapRrion9, R¢dangubr Trapnriang, Re 9,dar T pRrvng. Rtt Mulai Traprhlv.g Loading Laadlvg LcaCvg IOadng Loading Loading Lo Mg Lva0n9 Lva&ng Laadmg laafmg Loading Lveding Loading loWng Loading Loafing Loading x.624 Alum_ -Tuba c.. �J - -- 6 .� Mullion a e� a S�•Tu ` v v " ' o"a u" NEa u= g'e `€ �e € so 0 4n v 2. -� > s'6.; t is> e E'� �'� �y i€ �� � �� �s �x f@ � 3� �a 6.2 fid € 8� z� f� 6.E 8� Z W " W LD 12 in 170.0 620 170.0 435 170.0 744 170.0 478 1T0 0 968 i1a.0 WS 1740 992 170.9 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 E21 170.0 1735 170.0 621 170.0 1983 176.0 521 W J = 48 in 170.0 TCS 173.0 VA 17D.0 850 170.0 584 170.0 992 170.0 630 1740 1133 170.0 661 170.0 1275 170.0 677 170.0 1117 170.0 680 1700 1700 170.0 E80 169.7 1979 7700 680 148.5 1979 1740 690 It J � n 1i Lr. 50.6251. 170.0 T47 170.0 563 170.0 696 170.0 631 1700 IC45 170.0 684 1740 1195 170.0 723 170.0 1315 170.0 747 170.0 74'11 170.0 756 17a0 1797 1740 766 1526 1877 170.0 756 133.5 1817 170.0 756 1­ 170.0 54 In 170.0 797 179.0 612 170.0 956 170.0 691 170.0 1116 170.0 751 1700 1275 170.0 B03 17x0 1431 170.0 837 170.0 L<91 170.0 856 1620,1 1755 1740 f61 131.1 1769 1740 661 1:).3 1759 17x0 B61 W O (!) j 1D 50 in 170.0 065 170.0 701 170.0 1063 170.0 797 170.0 7740 170.0 670 170.0 1417 170.0 544 151.1 1511 VIA 996 W5.0 1511 170.0 1033 120.8 1511 17x0 1063 1016 1511 170.0 1063 90,9 1511 170.0 1063 � U c) 67 in 170.0 933 174.0 715 170.0 1116 170.0 85C 170.0 1:02 170-0 910 156.6 1370 170.0 1015 1392 1370 170.0 1076 US3 1370 164.0 1092 INA U70 155.9 1072 89.5 U70 155.3 1070 78.3 1370 155.3 1070 Q W Z 66 In 170.0 974 170.0 1109 170.0 11169 1711.0 905 115.6 1248 170.0 1002 1362 1240 168.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1249 130.4 978 17.8 1248 129.0 976 68.1 1248 179.0 976 Z 7 En_ _ m J 72 In 167.8 1049 170.0 BIB 179.9 1049 15D.2 992 719.9 iW9 132.1 875 701.9 1049 119.1 860 932 1049 1041 849 819 1049 107.7 838 69.9 1049 97.3 82(1 59.9 tOH 97.2 020 621 7049 91.1 B20 W J a E c) 0 76 in 112.7 941 Id9.1 822 I1g.9 941 126.8 805 101.9 911 111.2 741 992 911 100.0 777 79.3 941 97,7 ]325 714 947 65.5 757 59.5 911 17.6 744 51.0 941 74.9 737 Id.6 911 73.3 736 J 5 `Z 70 in 132.0 eu 131.b Tea 710.0 891 i1G.9 767 $7.3 B91 1024 753 026 891 91.9 740 713 054 84,1 66.0 094 70.3 721 '55.0 694 70.7 707 47.1 894 67.0 701 41.3 994 601 698 Q ¢fes 5 9D in 95.9 671 88.7 696 71.6 671 74.9 585 61A 671 65.3 615 53.7 671 68.2 566 47.7 671 529 43,0 571 ADA 551 35.8 671 43.1 639 30.7 571 39.7 531 269 671 37.5 626 Z Z � 961, 70.8 690 72.8 577 59.9 690 6fA 619 505 590 534 5W Id.7 690 R.5 502 39.] 590 43.0 35,4 690 39.6 199 29.6 690 36,7 4)7 25.3 690 315 4209 72.1 690 29.E <W FO, x vZ m IDB In 69.7 466 S0.8 421 4L4 466 42.9 416 353 466 37-1 408 31.1 465 32! 602 27.6 4C6 29.7 24.9 466 27-1 391 20.7 466 23.11 382 17.9 1b6 211 ]75 15.5 46G 115 770 a (n N v O q0 711 in 45.0 441 46.7 600 382 441 31-3 393 32.7 441 34.1 397 me 441 30.2 382 26.4 441 272 229 441 24.9 372 IDA 441 21.5 353 16A Ml 19.3 356 14.3 441 ITA 351 0 U) M {` W Y oYi 120 in 111 378 113 311 70.2 378 31.9 339 25,1 378 26.8 774 MT 378 23.1 3P_ 29.1 378 21.3 FL 18.1 379 19.5 371 15.7 370 16.7 376 ® � x W INin 21.0 262 212 242 17.5 262 17.8 239 15.0 262 15.3 236 L7 U N Q O Q� TABLE 108 i a sT"z..� o; AnehorCapedry Table(Ihs) ANCHOR CAPACITY ADJUSTMENT FORMULA c00 N�'� iB�m�I ANCHOR CAP.,o,,,", a a� Suf4slral 27k Cmcrtde 3,5X Coal. HeBow QdU FIRMCMU PT wood M9ai (DP,,,)X( )=ANCHOR CAP.,,,, SncEm tWSSE00 5176-Eco v4.63Eco et4Steel Y12SIW1 m2St¢e1 MULUONCAP.,,",,,", PRODUCT REVISED AnNa 7YP4 at6'Eco ulam 114•Ex -cm D/1S Eco Utrxm 714•Elco uDr#con MAS ( ) (-5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as com 1 N with the Florida AnehorCllp Patterns UMtm alar USraCm A re0.lor Scree p Strtu� Screw 1G5) p y Edge 02t-C PAj 1' 2•lrr r 2-UT 8171' I- 2-v2 T 2112' 2' 1118 2• 0.411• 454• 0.32e CAPACITY REQUIRED"CORRESPONDING TO AN Building Co c Emh,lin, n 144" 144• 1314• 144• 2• 1.1ra• 1-v4• 1-114• 1-v4 1-U4• 1-v4• 21 74a• 146' vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630,01 2 Anduls®4.7YN1A O.C./SMresduOOsel C9p(Fig 1) 3ww 590¢6 450 Ns 8900% 16441b1 270&1 280116 354 Hos 74011E 374185 664 be Na ger 341051 442 Its 560 a6 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 5!26/2021 4 Archers®1.15•Min O.0 I StMC=(tt OMO COP ft 2) 00 lbs 700 b6 WA EUA WA NIA 384196 WA ILIA WA WA WA 6828M 995 On 1120116 CAPACITY(FROM THE TABLE)OF THE SELECTED / - 4Arcmrs®37MN.O.C.I(2)2x5AFVOCIIps!(Rg.3) 7801D5 78006 66D IDS 156080 18051bs 5401as 560 ft NIA 7601D3 748101 880105 1692 M9 662bs 885 Os 112D R6 MULLION.R WILL YIELD A MINIMUM ANCHOR By 3AT ®0.54.101 O.C.IU-0p,LMD.1GT Alum(Fig 4) WA WA NLA WA WA WA WA WA WA WA ILIA WA NIA WA 9501bs CAPACITY WHICH MAY BE USED TO QUALIFY Min mi-0a Product Control 1 Arc Wr/FLllp(Rg 5) 105 bs 195 bs 2251D6 III. 11221bs 135Ib 140 b4 IV W 370176 187lbs 332 Me 473 uM 170 bs 227 44 240 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 MttbR X11.19 Min O.0/FLI1p(Rp.fi) 240ID1 350 b4 WA WA WA NIA Ego ms WA WA WA WA WA 341 b5 442116 560110 ANCHOR CAPACITY TABLE FIGURE 1: FIGURE2: TABLE NOTES: 1.250" 7.250' ® • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION i L ® • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j t 71111111/// ' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. L 1 FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE �``'��O•�7CENSN���'��: ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3,250' 3.250' CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ® • • • =1t: IN AIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = p GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90-WOOD SHALL a 6tE7-1-� I BE PRESSURE-TREATED YELLON!SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE b-24" .624'FIGURE4: FIGURE 5: FIGURE 6: 0 STA •• - 6063-T5 AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _L ,:0,'••• F 4t, • .045"THICK(18 GAUGE).STRUCTURAL STEEL-TO BE AT LEAST.125"THICK AND/436.ALL i� '.LORIDI`.- 171 11 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL US'X 3.25 X.624• 1.25'X 3.25•X,624' `rS ....•• O • • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR /f/I 1C)NAL tie� FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E. FL P.E.#58705 f6. TABLE 11A $n S YJ Mullion Capacity Table(lbstli) �� Y Opening Width(Tor ver irally-fipaming mullions)orOpening Height(Tor hcrrsade8y5panniuv mdrom) 5p m 60 in 70 in so in 90. 100 i. 120 in 740 n 160 n g w Vz p 135 1394 RectorrBJm Trnp1f4alg. Raoangolar TrepRdang Rect4n3Jar Traplflia+g. Retlargular TrapTdalg RectangJar Trep/fnanp. RenangJar TnpRriarig- Reua�gu`r1 TnPT4ang Rnttan9Jae Trep70ang. ReetangJa Trap2rimg L" w Loading Lna4" Loading Larding LovdkT L4a6,g Loafing Lonang -an U dng Lmdbg Lvvdhl; Loading L.Wing Loading Loading Loading Loadin a,2�" U 1.626 Alum-Tube = a.. •5.. L 'S^. 1 -- t�. '£ E 3 .. 'E £ �_ T%-w? Mu0lon Sa €� 8 e€ .'@ s€'. 2i A 9@ N2.2 ss `c <� s € v� s _ s� Es P� �� $3 %o o9€ u r mEgn'O� �� fir € �� f€ �� f� 5& € « 3� �� � �a $� �d �e f� �2 �� G �& 1'� a`ya s & 3€ d# z �z w O 421, 170.0 620 170.0 135 170.0 744 170.0 4T8 170.0 SEE 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 17aG 521 1700 1468 170.0 521 170.0 1735 170.01 621 170.o 1983 170.0 521 V J X 48 in 170.0 708 ;70.0 524 1760 850 170.0 581 170.0 992 170.0 630 170.0 1133 1T0.0 661 170.0 7275 170.0 E77 770.0 1417 770.0 680 1740 tt00 7700 683 1T0.0� 1983 170.0 680 1760 2267 170.0 600 J �. N 50.625 m 170.0 747 170.0 SE3 176.0 896 170.0 631 170.0 1046 170.0 684 770.0 1155 170.0 723 177.0 1345 170.0 747 170.0 1190 170.0 756 170.0 1753 170.0 75-6 170.E 2092 I76a 756 170.0 2791 170.0 756 54 in 170.3 757 170.0 612 170.0 956 170.0 691 170.0 1116 1740 754 170.0 1275 170.0 ITM 170.0 1434 Ima 837 170.0 1694 170.0 856 170.0 15'3 110.0 861 170.0 2231 IMA BE! 150.2 2403 170.0 861 ED m O Cl) c7 W Win 170.0 885 Ina 701 176.0 1063 170.0 737 170.0 1240 170.0 978 170.0 1417 170.0 944 170.0 1594 170.0 896 170.0 1771 Ina 11733 170.0 2125 :700 1063 U83 2163 1760 1063 7288 2163 170.0 106: F (..) co 63 in 170,0 970 1n.0 7d5 IIIA 1116 170.0 850 170.D�1302 170.0 Sd0 170.0 1488 1m.0 1016 170.0 1673 1700 '7076 170.0 1859 iT0.0 1122 156.9 2060 170.0 1169 734.5 2060 170.0 1171 117-7 20W INA 1171 6fi In 170.0 974 170.0 7&° 770.0 1169 170.0 933 770.0 1967 170.0 1002 170.0 1650 17DA 1086 170.0 175] 170.0 1155, 170.0 1948 1170.0 1210 143.0 7966 170.0 1275 1226 1966 170.0 1286 ICT-2 1966 170.0 12EE _ Z E d y C - _Z U 721n 170.0 1057 170.0 970 170.0 1276 ME 100_ 170.0 MW 170.0 1126 170.0 1700 170.0 956.1 ITN 170.0 1315 138.7 1734 1698 1386 1116 1134 155.9 1364 99,1 1734 150.4 1352 85.7 1734 150.2 1352 J w -T} x 50 o T6 in 170:3 1122 170.0 337 170.0 1346 1700 1060 1683 1556 170.0 1269 147.4 1566 1652 1285 131.1 1556 161.5 1266 1173 1555 141.3 1257 98.3 1566 128.3 1229 842 1555 1223 1219 717 1656 121.2 7216 Z) f 78 in 1760 1151 170.0 99 1760 1381 1700 11'6 155.9 1477 169.3 7245 1]fiA 1<77 152.0 1224 121.2 1477 133.1 1206 109.1 1471 129.5 7197 949 1477 116.9 1165 RS 7677 110.9 1158 63.2 1477 109.3 TIM no Q N 90 in 7420 7113 1465 9E6 113.0 1110 123.9 9611 107.6 1110 1079 951 88.8 1110 983 93fi 78.9 7110 87,6 922' 77.0 1110 80.7 910 892 7110 71.3 891 50.7 1110 65.6. BIB N.4 7119 fi-c.7 970 O H N Q Z Z C N r 96In 117.0 STE 120.3 072 97-5 975 1015 ,8% 11.1 975 88] 842 732 976 70.5 829 fi6.0 975 712 8tT 585 975 65A 607 458 975 57.4 T99 41.8 475 51] 776 36.6 975 45.3 767 x Z .0 co 108 in 821 777 80.0 696 68.5 Til 70.7 685 58.7 771 61.3 674 51.6 777 54.3 664 657 771 49.0 655 11.1 777 44.9 677 343 771 ]09 632 29.0 771 35.0 621 257 777 32A fi12 t (n 000 171 in 75.7 730 77.3 fi61 611 TO 65.0 663 51.1 730 653 670 479 T3G 49,9 631 421 730 45.0 622 37.9 730 41.1 6N 31.5 750 355 600 27.0 730 ]19 589 217 770 29.5 SB7 o W M 1: in 59.9 624 61.0 569 49.9 624 512 560 42.8 6224 44.3 652 37.5 b24 99.2 541 33.3 624 35.3 637 30.0 624 722 631 250 624 27.7 619 21.4 624 24.5 509 1ST E2d 225 501 ® 2' X to U) 144 in 37.7 433 35.1 400 28.9 433 29A 39.5 14.8 db 25A 390 21.7 4Z 224 385 193 633 20.0 781 77.7 433 182 776 2 V N Q L2 C r z O 101 TABLE 11 B a s �'O AnchorCapaclty Table pua) ANCHOR CAPACITY ADJUSTMENT FORMUIJ7: c00 S`Ifia.m 176 COMMe 3.5k Com. Hahn.CMU FwmckAu PT Wood Meta ANCHOR .•n a�re� (DF;,")X( )=ANCHOR CAP.- 5t0'Bco v4•SSBc05/tEEko yr SSeco slo Ste® 71251611 at291eY. MULLION CAP. „„ PRODUCT REVISED Alltwr Type &tE eco Mam yr Eta,uaTacm 3'76-Dco Utam 114•Ela,upr4:aA USE THIS FORMULA TO OBTAIN THE P 9 Anchor Clip Patterns U.- AggeGYur Uamm AW"=a 5crea(F6)Screw( Sud(G5) as corn yy n with the Florida Edge Dstarce En) r 2-vz t•' 2-7Y1 31re• r 2-v7 7• 2-v7 Z 31/8' Z p.m• D.Sr 0.32x• CAPACITY REQUIRED"CORRESPONDING,TO AN Buldin8 Coda, E.Wfterd(m) 164• tar 1314• tam- 2• 1-114• 1-vr 1-714' 1-114- 1-114• 1-114• 7 7-118• tare• +sks ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Amron @ 4.75'WA CC 1576.66 rT OM CUP 05,,11 390 In, 3909. 450 its mons 7EN as vo los 2808. 354 bs 740 Its 374 Its 665Z. 9460. sot ms 442 Its 560 B. I OPENING,WHEN R IS LOWER THAN THE MULLION Expiration Data 05126/2021 4Arc0d5@1-75-Mia O.C/Staldam(W OIEe1)CUP(199 ZT 4352. 770 a. WA WA N!A NIA 380 IM NIA Pat NIA WA WA 6621D5 Basal TIM it. I CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMMS 93•Mkt O.0 10215 Anti.CEPS 7(149.3) 780'IDs 780 as GHO637 75700. 7896 Cs 540 an 5036 NIA 750 ns Ica Ib: "am 1892la 6021In Berea 112oLm--j MULLION.R WILL YIELD A MINIMUM ANCHOR 13y 4A.11D6 @ 0.56'143.O.C.1 U•Cilp,bto.100•Num(Fky 4) NIA WA NIA WA (IIA WA WA NIA WA NIA WA EVA WA WA 7267 He CAPACITY WHICH MAY BE USED TOOUALIFY N11am1-0o Product Contra, _ 7Artnar/F-CbP(8851 195 g. -T95-M5 225163 NSIOE 071 B. 135 Dn 14096 17787. 37013. 78T019 3320. 478 to 170135 221 to 2800. ADDITIONAL ANCHOR OPTIONS FROM THE 2An0nw5 @ 1.75 M1On O.C7 FC7p(Fig.6) 2400. 350 Its NIA wA IIIA WA 190105 1UA 762.0 NIA WA I WA I Sot tM 1 442 b6 fi600a 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 0 ® ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE `L7 Y LYN FIGURE 3: `♦ aoN-,.... N� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 7210ENg ' ANGLE 3.94' '/t! CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q•:' •.F� ® ® F ® 0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXMATE HOLE LOCATIONS. '*:• N0.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .• GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE (!/�� 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL-STUDS TO BEA MINIMUM GRADE 33 AND 624' '�'�•-'• p ATE (� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'7HICK AND A36.ALL S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 125' MULLION 624- A.LMbi MdL6>tt{Z,P.E. FL P.E.#68705 TABLE12A MuIGon Ca acity Table bse) 9 cn Opening Width(tor vertically-spamvrg mWliorts)or-Opening Height(for hodzdrtalty-sparrLg mi ions) on $ F So in 50 N 7ol. ad In 90 in 100 in 120 in 1401n I6o In yyett a ¢5 Reclaneuler TrapRdaQ. Re?ar18Jar TreprDiang. Rmleng0a Trap/Tdeng. Recbngura TrapRleng. REctangW 7-,IUng. REcim�gWar Tffr mp ,". Re ilula TrspTrlang. Rectangular Irnwricang Rectalgvlar 'napnWanti. m 2I 4 x 25 Loading w Ldcoa 9 Ld, °adm Lg Laadng Loadtug Loading Loadng LoadnO Loadng Loafing Loading Loading Lwdrg Loadn9 Loadng LDad7g Loadng AWm.Tube A 2• ,� g >_ L IS �' 2 2 ;� 2 ;' 2Ln 2 2 iMoulDn ° '°dh° og ° gE °a 4S LSa 47 Sg8 30, cY s c5 a 3 8 die 13 49Ta5 m 8 30, 3 3` v 3 Ns r _f €sam �2 a e� `� �@ a� �� � € v - °s �B, 9B 71 �E �_� "S S [a¢ 2aa`Iz s� aa: a`tc 20 d`rc Ac file arc 2e d`rc 20 az rc 2i d`z dK 20 d`0, 2e aa: Z W 12 in 170.0 620 170.0 Cs 1700 714 170.0 478 +70.0 868 170.0 506 170.0 992 170.0 519 1700 1716 170,0 521 17x0 1240 170.0 521 170.0 1488 170.0 527 170.0 1736 170.0 521 17110 1983 170.0' 521 w 0 W 2 4b 1. 170.0 708 170.8: c1"1 170.0 8.58 iTa.O 564 170.0 992 1700 630 170.0 1133 170.0 661 170.0 1275 170.0 671 170.0 1417 flan 680 17x0 1700 770.0 680 170.0 1983 170.0 680 170.D 2267 17D.D 680 W J �7 af 50.625 in 170.0 747 170.0 563 170.0 896 17!10 631 170.3 1048 /7D.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 17(10 756 170.0 178'1 170.D 756 170.0 2092 778.0 756 170.0 2191 IM.0 756 11 � Q.m = 5410 1700 7B7 170.0j 612 170.0 856 17MO E91 170.0 1116 170.0 754 170.0 1275 1700 9m 170,0 1434 tree 837 170.0 1594 17(10 856 170.11 1913 170.0 091 170.0 2231 170.0 86'1 170.0 2550 170.0 '861 Lu 60 in 170.0 885 17D.D 701 170.0 7063 170.0 797 170.0 1240 170.0 87B 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 17(10 1033 VIED 2125 170.0 1063 170.0 2479 170.0 1063 1648 2680 170.0 1063 W ED 63 in 170.0 930 1700 745 1703 1176 170.0 850 170.1) 1302 170.0 940 170.0 14M 170.0 1013 170.0 1673 17x0 1 1076 170.0 1859 17(10 1122 1710 2231 170.0 1169 166.7 2553 170.0 1171 145.91 2553 1743 1171 Q ♦- Z 66h 170.0 974 170.0 789 170.0 1169 17el) 903 170.0 1364 170.0 1002 17CO 1558 170.0 1086 17a0 1753 170.0 1155 170.0 1948 17x0 1210 170.0 2738 170.0 1275 MIS 2437 170.0 1286 I. 2437 170.0 1286 Z � m = C 72 in 1780 7063 170.0 678 170.0 1.275 1710 1019 170.0 1488 170.0 1126 170.0 1700 170.0 1228 1700 7913 170.0 1315 170.0 2725 1740 1387 145.E 2184 170.0 1433 124.11 2184 170.0 1529 1092 21M 170.01 7530 Vl Z u)g c E0 7611, 170.0 :10, 170.0 937 170.8 1 1346 170.0 ION 170.0 1570 170.0 1209 170.0 1794 170.0 1322 1657 1960 170.0 1421 148.6 1960 175.0 1505 123.6 1560 161.6 1548 1011 1960 I 1543 16M 929 19M IW-71 7531 _ C LU _j ' mC RZ E 781,, 17D.0 1151 170.0 967 IMM 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 1527 1861 170.01 1474 137A 1867 1¢111 15CC 114.6 1661 147.3 1473 982 7861 139.6 1459 859 64 IBM 137.6 14I~0 Q nj � J 90 ir. 170.0 1320 170.0 1160 149.1 1398 t56.0 1219 127.8 1398 136.0 1798 111.8 1798 721.3 1179 99.4 1398 110,2 7162 89.5 1398 1M.6 1147 74.5 1388 89.8 1122 S3.9 7308 827 i 1105 55.9 1396 789 1096 Z z J Q m 9641 147.4 1229 1515 1098 1229 1229 127.8 1079 1053 1229 111.2 1067 821 1228 99.9 LOLL BI.e 1229 89.6 1029 7].7 1129 824, 1016 61.4 1229 72.2 893 52.7 1229 65.9 977 46.1 1229 62.1 967 IF,J 2..z CNI IDB in 1035 9'71 105.8 877 86,3 971 09.0 862 T4.0 971 772 849 64.7 971 68.4 0.17 57.5 971 6;.8 825 51.8 971 565 075 111 871 49.0 796 37.11 071 44.0 762 324 971 40.8 7-11 6 ED �� =090 N 10 LAI_ 71110 954 919 97.3 832 79.5 919 61.9 819 66.1 619 70.9 806 59. 919 629 764 W.1) 919 56.7 784 47.7 018 51.8 771 39.7 979 N.8 75e 34.1 919 40.2 742 29.8 919 37.1 732 N W 120 in 755 786 768 716 629 786 60.5 TOS 539 786 SAB 695 472 706 40,4 fiBfi 41S 786 M.4 677 37,7 706 405 668 319 786 34.9 653 27.0 786 31.0 641 236 786 28.4 631 �I 144 in 43.7 546 442 504 36.1 546 37.0 498 312 646 31.9 491 Z73 516 282 480 243 546 253 479 21.8 546 229 474 182 548 19.5 461 75.6 506 172 455 737 646 155 498 M U N Q O 7j TABLE 128 CL ANCHOR CAPACITY ADJUSTMENT FORMULA: a -_Z m0 v.0 AnchorCapacity Table Obs) ANCHOR CAP.,,,,,,,, O Sllst27G 270 C-me 351 Car. Hdlow CMU FWBOCMU Fr Word Mda (DP,o)X( J=ANCHOR CAP.- O 516'EI[o va•55 E1:c Sh6jA 11C SS B[0 #10 Ste9 M2Steel Yrl Steel `MULLION A9cna Type 311E EICO USfa[m L4"EICCUDTKon� 3MIS Elco Ulma7 174•EI&OUltracon Anchor CUP Patterns ul7acon AgpcGaor utAgg2Gata screw(G5)Sctty Lc5) 5cm1'1r;57 ;USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED ' Edge Dstarce pnY. t• 2-v7 t• I 2-v2 3-1!8• r 2-v2' in 2-vr z• s2 0.48' 0.55 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as eomplying with the Florida , EmlEdnmt gnY t314 1a4• 1a4• I lac 2' 1-841 1-vs 1-1W 1-v4• 1-114' 1Ile 2' 1-31x• Tarr votes ACTUAL PRESSURE REQUIREMENT FOR THE Bu ng Code 2Am'n®4.75"Min O.C.I SlodIdE or Ofael WP 1Fig 182)- 950105 390!15 450015 Boo M 16441bs 270 bs 21L fna 1164 ms 740 Lys SM lbs 69wits 31•.lus 442 IM, 560!!5 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. '17-0630.0'! 4 Arenas®268•Mtn o.c.rstandam<a also;cap(Fig 3) 747 r s 74010 , 6110 155 1485 IM ta241M NIA 5®to' NIA 6951ID NIA saWA 602 ttn 0¢51)0 tt�ins CAPACITY(FROM THE TA6LE)OF THE SELECEC Expiration Dale 05126J202'16 Arenas Q1.71-Mut O .19tandvd fa CMb*Clo 091141 Ii85 lls 050 l 75816$ 19461ts NIA WA 7D5 g0, NIA 790Its NIA WA ID22im t3271o5 1650176 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arclos @T MM.ac.1(t)N5 Angleclp5l(Rg 51 /eD its 7 Ds ESORS 15911bs ism W oto lbs 5m 392 wA 76DIPM 7lm lbs Ba1892 is 60205 ee51t6 112D Its CAPACITY WHICH MAY BE USED TO QUALIFY ey _ 6Atxllbn 93•Mtn.0,C.1�N5A7g15Clipsl(191967 1170Es 111)161 1020fns2340116 2644 IDS 8: b5 84Dlbs NIA 1143 gs 11221,5 132838 os 1D22IM 132705 1640:16 ADDITIONAL ANCHOR OPTIONS FROM THE nu.rnl a Product Control 9Archols@1.84•Min.ac.I u-Cap,Int0.72T Alan flu 7Y NIA WA WA IVA NIA NIA WA WA WA NU WA WA WA 1073 ANCHOR CAPACITY TABLE. �( 6 Am In sg0.6,r Ph.O.0 I UCip.into.125•ANnI(Fig a NIA WA NIA IDA NIA NIA WA WA WA NIA WA WA WA WA 2I ax 2Arxros@268"'on O.CJF_C (Fg Bk 37005 37005 375105 74310 712 Ids WA 260115 WA 34810,1 NfA 443los WA 34705 aa2 R6 5601- 3 Arctur9®1.71•MIn.O GI F-0ip(Fig.101 443 Ws 525 i s 3791bs 9r.1. NIA NIA 351110, WA 39916s NIA WA WA 511105 664105 640105 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24- FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: - • • • • • • • TABLE NOTES: 2000• 111111 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `�t ANY LYNN"",�' • • • • • GENERAL INSTALLATION METHODS. ` ........ 0i FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. CEN .:•LIE'•"�(���' • • • • .250" 4.000' No.58705 -- • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR SHEETS 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 : LOCATIONS. FIGURE 7: FIGURE 8: FIGURE 9; FIGURE 10: ��TE D 41 <u_ ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT T a �/: IE [j] (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSUFE-TREAED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 4s •.,<OR.D?,. MUST PA'S. GAUGALUMINUM E).STRUCTURALS EEL TO BE AT BE 6063-T5 AND BEA(LEAST.125-THICK AND A36.INIMUM OF.125'THICK FEEL STUDS TO ALL ANCHORS INTO MINIMUM ETAL SHALLLEEXTEND AT LEAST 3 SCREW E 33AND.045"THICK(18 2•X 4'X.25*MULLION '7.'L4M M L E�G� THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.Ll(I(1(N E.#5870 P.E. FL P.E.#58705 TABLE 13A Mulfion Capacity T2ble(Ibsfil2) � Opening Width(fm%Qrtica0y-sparrung mullions)or Opening Height(for horiznnha3y-sparring mdrlew) C SO in Gain 701n 80n Win 1001n IN in 1401n Isom Ra.!sn911a Tr<p7Tdalg. Rectarpiir Tep/Idan& R.ctmgnlar Trap7Tdang Redengdar T.Wo.q- Rectalrgda TWpRri-0 Radangdar TepfTMV. Redaigder Trap/Tdan9. Redangdar Tr4p/Tftn R4et.Wta T,*Iri,ii =O z LLO; 2x 6x.26 L.dno L-&N L®dng LOedne Lpadrq Lpadn9 L-dng LAtdn9 L-I.Q Lpe319 Lmdng L."Tm Lnadt9 I. Lmdng Lixiftg Lwdng L-dag c w1 Alum Tubo r r Tr ,' r r r �' r F• •^ z r r t r T r r �• ,F r r �• r r r S r cz Mullion a m^ ao "^ '° o . a e ci u,_ iv v v v v v' v v0. ry 4`)e uff ` u v v v v ci v0. a o v v v ti �a =a ge a r of y . sm a a� �� 6e _� r� e - a -� �a L� a.€ r� t� as U s Q = s a € `� s _ =� €� s^ sz 3� �B $ �o- =a 6 g .a c 52 5i 0.1 51 sa 3� s zl`� a s � �H 9B -s 's 5g a « S s 3$ o y 2 a`¢ f a`rc 2e cx` 7- - I� 1`d d`¢ Z �¢ W LLI 42 ir. 170.0 820 170.0 435 170.01 744 1700 478 170.0 868 170X 5D6 170.0 982 170.0 519 17(10 1116 170.0 521 170.0 1240 17x0 521 17D.0 1488 170.0 521 170.0 1735 770.0 521 170.0 19&7 170.0 521 W O 48 in 1700 70a 177&0 524 170-D e50 170.0 584 170.0 992 170-0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 nag •70.0 B80 1170.0 1983 170.3 660 170.0 2257 170.0 660 J U) 50.625 in 170.0. 747 170.0 563 170.0 696 170.0 631 170.0 1046 110.0 684 1700 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 170.0 1793 770.0 756 170.0 2032 17C.0 75fi 170.0 2391 1XII 756 541. 170.0 7.17 170.0 64 Val 956 170.0 691 170.0 1116 170.0 754 170.0 1275 77&0 am 170.0 14U 170,0 &17 1 170.0 1594 170.0 656 17x0 1913 Vail BEI 170.0 2231 1711.0 E61 1700 25W nae 861 (0 W o Lo O 60 in 170.0 865 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.8 14.7 170.0 044 17&0 1564 170.0 986 170.0 1771 170.0 1033 170.0 2125 iT6.0 10M IM.0 2479 170.0 1D63 170.0 2833 170.0 IW3H 1.p (LLI LI 63 in 170.0 930 770.0 745 1700 1116 170.0 850 170.0 1302 1700 943 170.0 1486 17&0 1015 IMD 1673 170.0 1078 170.0 1859 17D.0 1122 17&0 2231 770.0 1169 170.0 2603 170.0 1171 170.0 2275 170.0 1171 R Z U _66 In 770.0 87;1 170.0 789 170.0 1169 170.0 903 170.0 1361 170.0 1002 170.0 7558 170.0 1088 /700 1751 170.4 1155 1 170.0 1948 170.0 1210 1700. 2338 170.0 7275 170.0 2727 770.0 1268 170.0 3717 770.0 nes C 72 in 170.0 1063 17D.0 978 170.0 1275 170.0 1009 170.0 1488 1700 1126 170.0 1798 17&0 1228 17(10 1913 170.0 1315 170.0 2125 170.0 1387 77(10 25W 170.0 1498 170.0 2975 170.0 1529 170.0 3400 170.0 1530 W J 76 in 170.3 1122 170.0 937 1700 1346 170.0 7083 170.0 1570 170.0 1209 170.0 1796 17aD 1322 170.0 7019 170.0 142+ 170.0 2243 170,0. 1505 1TO.0 21.12 170.0 16N 170;0 1140 17D.0 1694 170.0 35M 170.0 1705 r J d pF' ZO E 7810 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 17&C 1842 1700 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 770.0 2763 170.0 11700 17&0 3223 170.0 7717 170.0 3683 170.0 1796 Z) F- 90 J ,Win 17rD 1320 170.0 1144 170.0 1594 170.0 1320 1700 1859 170.0 1498 170.0 2125 170.0 16W 170.0 2391 1740 1793 170.0 2656 170.0 1918 170.0 3188 170.0 218 156013413 170.0 2273 1365 3413 170.0 2361 Z 'Z J _Q 0 � N 96n 170.0 1417 V 11 1232 170.0 1700 170.0 1434 170.0 19M 170.0 IBM 170.0 2267 17x0 1784 170.3 2550 170,0 1952 170,0 2833 170.0 20x5 1Ea0 3199 170.0 2338 137.1 3199 166.6 2470 120A 3199 1561 2420 a ~ �fypG 9O mp 10817 170.0 15% 1700 409 170.0 1913 170.0 1647 170.0 2231 170.0 1879 170.0 2550 170.0 2070 164.8 2781 170.0 2171 148.3 2781 1619 2333 121.6 2781 140.4 2281 805.9 2781 125.9 2214 927 2781 116.0 2190 N 0+ 0 0 111117 170.0 1838 17(10 7451 170.0 1986 170.0 1700 770.0 7193 770.0 19]2 1T(10 2821 170.0 2149 15t.8 2632 782.8 2245 138.8 2632 144.4 2218 1138 28.72 120.4 2188 97.6 2632 115.1 2126 85.4 292 708.3 2986 � LU X N /20 in 170.0 1771 170.0 1586 170.0 2725 779.0 7859 1544 2252 15a9 7981 135.1 2252 141.1 1986 120.1 2252 1272 1938 109.1 220. 1161 1915 90.1 7152 98.8 7872 772 2252 88.9 1616 67.11 2152 810. 1008 1441n 125.7 1564 126.6 1445 104.3 1564 10&1 1425 e&4 1564 915 1407 79,2 1561 80.7 7380 6115 7660 723 1771 626 1584 657 1358 521 1564 56.0 11330 44.7 1564 492 1305 39.1 1564 44.4 12113 O Q 004 Z In co TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA 9 ��s0 An chor Ca - Table Ibs 0.0 Df m� ANCHOR CAP.-.-% O SUMire1e: 2.7R COrer74e _.5t Corn. 11x60.CMU PIkd CMJ PT YJ.ad Metal (DP)XI J=ANCHOR CAP.. 6716•Elco 114.56 Ek,5116'IF]- 1K•Sa Ek 0 Ino Steil 7N25teel 812 S1ref MULLION CAP._.. , AWtwrrype: 3rt6•Eic.unracm 114•Elco t9o-am ulrxul S'16•Elco Ultrec.n v4•Ele.1060.070 AporeWmr 1170.70. Aap.., a.-(G5)Screw(E,5) 5uerv(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Md1o7 Clip PaCams as complying with the Florida Ea9a 0,510.17.0 MC t" 2-171' 1• z-t2• :-ve• 7• 2a/r +• z-trr 2• sve' z 0.4e• 0.54• p.3zt• CAPACITY REQUIRED'CORRESPONDING TO AN Buildng Code E.W .ntCp 1314• 1.3hr 1-314• 1-3W 7 t-774• 1-114• 1-04• 1-1/4• 71./4• 1.114• 7 1319• tare• wd.e ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Arsh..s@ 4.74 Mb:.O.C.I S1Wd dW Olhel Clip F0.182p 390017 380 Ors 4M Da WO Its 1644 bs 270 me 290170 364 IM 740165 374 IDs 6601bs 948@5 341 Lbs 442 Im 5001i7 OPENING,WHE N R IS LOWER THAN THE M ULLION Expiration Date 05/26/2021 - 4AnchWs P 4.68-MIM O.C./Standard IW O%e0 Cep(FI9 3} 760 @s 78o m 9C:11bs 17eo IDs 32321M 540 bs 56a Ids 708 bs 1490 M 748 W0. 1272 P. 7892105 W2 11s EBS lbs 712E bs CAPACITY(FROM.THE TABLE)OF THE SELECTED BArohm 1.71•MIM O.C/Standard(WOMM)Cy F9.4), 1780lbs 4981bs 1010165 2595 Iris WA WA 94G lbs NIA toss ids WA WA WA 1363165 1770 V. 2140165 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4 Arxhae @ 3'NIM O.C./(2)215 Mp1a Cr,./(F9.$ 78065 700 be 680 lbs 1560165 1896165 540 bs 560 Its NIA 760017 748165 860 Ra 78929 6821bs 685105 1170105 CAPACITY WHICH MAY BE USED TO QUALIFY Miam, ade P duct Con1101 B Anchun @ T MIM O.C.1(2)215 Angla CSps I(Fig.lir 15601" 1560th, 13110105 31201M 3792 60 7CE0Its 112D Lbs WA 15M I1 1496 lis 1760 98 3784105 13M U 1170 017 2X0164 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Andlws 4T i5'Min 0-C.1(2)215 AM`e Cabe/Fu T7 1660 th, 2100105 Ima IDs 3760115 WA WA 7320 lbs WA 1500198 WA WA WA 2045 bs 2656105 3360Ibs ANCHOR CAPACITY TABLE. 4Arohas 1.34.'Mm.O.0/04}Ip,iota.125•AOun.F9 B). WA WA WA WA WA WA WA WA NA WA WA WA WA WA t4301M BArnhde @ 0.64'Mn.O.C/LiQip.nW.125'At9n.(Flp,9) WA NIA WA W'A WA WA WA WA t0A WA WA WA WA WA 2867 lbs 2 Anchm 0 4.60'Mn.O.CJ F4]e 010.+4)� 390 Ors 390 W 450 Ilia 890 r. 1616 lis D.b5 280 It, 354 bs 740198 37<Id 636105 946 IM 341 Ids 442100 560 bs 4A.b-a 1,716 Mn.O.CJ F-CJip 0k.117 59065 700 b5 505;b5 1298 Its WA WA 47005 WA 533155 WA NIA WA 682105 5851 1120165 2• NOTE,FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE 1: FIGURE 2 FIGURE 3: • FIGURE 4: • FIGURE B: FIGURE 9:FIGURE 10: FIG 71: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • LOADING.SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. "\\�ONS(LYNN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �.•'t10ENS ��4' • e 6.000" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Q.•• •:� ° ° • ° 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 1}: NO.58705 FIGURE 5: FIGURE 6:- FIGURE 7: [URE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ //,s� ANGLE --O:�j _ • • • • • • • ° CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED j�- (FIGURES CONCRETE BLCCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED :��-•- ATE F :•lL�� • • • • ° • • 5-7) YELLOW SOUTHERNPINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF.125• (C ':,ZORIOP•.•'• MUST BE THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO ' isS' •- G��� • • • o • • • • USED IN JJ /���rN,� gN PAIS BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW7 X 6'X.25' A.L"IQI AQ�111�1P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 41C S.S. MULLION FL P.E.#58705 TABLE 14A h MUIIIOD Ca ac' Tablc glslltz °": $ _ Opening Width for in wrt102 s rr ( 0!'-parvdrg mW!ions)or Opening Heigh(for ryorl2UNa3y-spamirtg mtdfiors) S�o 501. Son, 70 in 901, 90x1 1001n 120 a. 1401n 168 m Recrarqumr, TrapT&-a Rect3rt" TraYTnary RWangolm Trapnt%. Rnpagi Tmp?rtalg Rec7an9War Tr4WT4oq. R vta Wer T k LLD 1.2t"i"i 217" La�&tq Laadtg LvaQeg tu#ing LOEdUg Waduq tAaQinO Lseln9 Lpaiirry•, L2 �� `_dins Recta�Na 7mpTAanp RettacOWCr 71gp'7riaryg RectargWar 7nprhiang . ro dk9 1oa44p Loading Lvod g L*adrkg Law gT taal3g ndng ox In x.126"Alum r :� '_ r r .m L r �• ,.- '.. ,. r u t a .. a TUDa a s UJ W --i2-W ,ta42 526 16.0 428 120.2 526 1489 419 1030 S26 1389 414 90.1 S26 134.6 411 801 626 130.1 411 721 52S 1311 411 fiat 526 134.1 411 61A SM 134.1 Ali 4&1 S26 134.1 411 N Y 48 In 966 403 1080 333 8a5 _403 '947 325 Son 403 96A 320 6a4 403 81.4 317 537 403 7a1 $15 483 403 766 314 402 4,5 4® 76.6 314 3 403 78,6 314 30.2 4D3 78.6 314 � -1 U) 50426 In 82.3 362 91.0 301 69.8 362 79.3 294 Ma W2 71.9 289 51.5 362 622 286 457 362 64.6 284 41.2 352 636 2W 343 M 63.5 283 294 362 835 283 25.7 3S2 615 283 S4 67.8 318 74.1 267 56.5 318 642 287 485 318 577 256 424 318 635 253 37.7 318 50.8 250 339 318 495 249 283 318 ASA 248 24.2 318 49.1 248 21.2 318 49.1 248xU�` W O� F O 60tH 49.6 238 631 216 41.2 758 45.7 214 35.3 259 401 210 30.9 258 37.2 207 27.3 269 348 204 247 259 334 Zai 20.6 258 32.2 201 17.7 256 322 201 15.5 258 322 2.71 ll) w J 63 tt 427 234 456 20D 35.6 234 341 194 3a5 234 34,7 132 267 234 3t6 164 237 234 29,4 188 214 7s4 260 184 ITS 234 26.6 183 15.3 234 26.5 183 13.4 234 MS 103 � IZI Z 3 _ <` 66tH 372 213 39.4 163 31.0 213 33.i 179 26.5 713 29.8 tib 73.2 213 27.0 173 206 213 'ffi.1 170 1fl8 213 237 169 165 213 ??.2 167 133 Z73 220 166 11.6 213 720 166 Z �' _ 72 in 286 179 30.1 155 a9 179 25.9 152 2p4 179 225 149 ITS 179 203 147 159 179 16.7 145 N z J� U ` TB in 243 161 25.4 140 24.3 181 71.6 137 17-4 161 19.0 135 152 161 170 533 ( D 4 78tH 225 152 L5 133 18.6 152 149 131 lei 153 17,5 128 tli J J v4Z TABLE 14Bz N 2 a7 a Anchor Capacity Table Qba ANCHOR CAPACITY ADJUSTMENT FORMULA: h Q z 3 ANCHOR CAP.,o,,.,,,, G9 }- X< CO m 8rDltmfe' 27R Coracle 3.3 Car. FtO8a4 CMV Fmea 1240 PT wad t4aa {DP,)Xt )=ANCHOR CAP."> a Uj Tm r$O o0 5176'Ek0 "A'SS E!tv 51t6'Eko 16'SS Eko afO SIPd 612 SIa4 sn25te� MULLION CAP.,,a,,,,, r,., ! RrrkOr Typ2 3'16•Eko teaacm 1J6 EttvV¢tacm 3215 Ek0Urtratvn i:4'Eicp Ulaecm nj ' AnthorCRp Patterns tmr4cm AgI recssta U7Csm A;gMaator strew tG3}Screw{^.,5} scmw{mss} USE THIS FORMULA TO OBTAIN THE"ANCHOR o W EaJe!]Uf,:rce(m}. r a:rr r a17r 3-1m• r 2.12' r } 2-vr 2• 3•va• a48• 0 S 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN a X � fY Etntffv89rd link 1.3x4' 1ar4' 154• tars z >•str 1.14• t-tt4'- 1-vs wrs 1414• 2^ 1-sr6• i air .arcs ACTUAL PRESSURE REQUIREMENT FOR THE IS 4AMIWM843'WICaC.r(42t6AW*CHps4(F5:1),j 780 r6t 780 urs WA 760!m 749!M 960!Ds 1892 U30 ms OPENING,WHEN IT IS LOWER THAN THE MULLION O ` CAPACITY{FROM THE TABLE)OF THE SELECTED O-s x� MULLION.ITWILL YIELD A MINIMUM ANCHOR +� O"'U CAPACITY WHICH MAY BE USED TO QUALIFY U "E � J ADDITIONAL ANCHOR OPTIONS FROM THE Q1 i ANCHOR CAPACITY TABLE. PRODUCT REVISED as eomplppingg vlrith the Florida Building Code HOA-No. 17-0630.01 Expirati..DDat` ct Conte 05/26/2021 TABLE NOTES BY�_ ^' -"> MIamF-Do Produrol 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. }-1 266• Y SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDiH51S ALLOWABLE T FIGURE t } 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. 2116• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. _TES:CCNQRETE SHALL CONFORM TO ACI 301 CONCRETE BLOCK UNIT(CMU)HALL CONFORM TO ASTM G90,iW OD$HALL BELPRESSURE-TREATED GROUT-PILLEDOW AND .125" \,��O.Y L..N/)7�7�•,/ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125 ......... fly E THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X2.11^X.t25 MULLION �:• :� 'i }� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) �* No.58705 THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.&OR 410 S.S. jr= i�0� ATE���:•(�`� i �OINAL A.LYNS�fs�1�1ER•P.E. y FL E. 58705 1 i t TABLE15A Mullion Capacity Table(IbsOt) Opening Width(far wrtically-spariinlg mUGons)or Opening Height(tor t&montally-sparring mUGas) s� 50 in 60:, Tom M-in Sol. loan 120 in 140 in 1601+ ,zY o b Racno. Tr47rcaig. R. guW T.L*Tda.. ReclangWa TMPITrianB. R. gdar TraprAtag, PttongWa Trbp'idang. Reaargular TmpfTnang. Reciaggar TraWiilarg. Re .jdar T2p+Tdag RmInong0a 7IapJTde. 5 q w 325'30 +m�.g Lmd. Lmdng �4na Lcadng Loading Load. LOadng Loed'o+9 Lowing Load. Loafing load. Loadrg Loadn9 Loading Load. Iwdng o=y Ly DEG.AL r r r r^ r ,;:• r r r �• r_ r r r ,�• Z: ,� r r 2 r r r_ r r r r r r g r 2 r BAY MULL c'S oa uY+� o`$ CS_ U`o r'1_ v 3 u$ - U o0 �� �CCa =p�p $�$1 g� zi¢@ _� �g1ii. s_�@@ €g �o €figg tG� �Egg �. s _� sg Co w zm F 4 E� <K 'Fc QK c QfY �c ¢Y 2E dK Zc Q6y iC QK �E Q�G fc Qom' aK �H <C S� 6fY f8 ¢� gE Q¢ Sc 6 E ¢ W W Q 4211 170.0 620 170.0 435 170.3 744 1R0 478 170.0 868 •70.0 506 170.0 992 M. 519 170.0 1115 170.0 521 170.0 1240 7740 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.01 521 w _J (n 48N 170.0 708 Me 524 170.0 850 170.0 584 '170.0 992 1 170.0 630 170.0 1133 170.0 661 1710 1275 170.0 677 170,0 1417 7740 680 1522 1522 170.0 690 130.51622 170.0 680 114.2 ISM Me 680 0 .. UJ Q.m 50 E26 In 170.0 747 170.0 583 170.0 096 170.0 631 170e INS 1 170.0 684 170.0 1155 170.0 1 723 110.0 1345 Vail 747 1642 1443 170.0 756 1369 1443 7740 756 117.3 1443 1 170.0 756 I 1026 1443 170.0!756 x W O m 54 in 1740 79T 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 12751 170.0 80 1644 1353 170.0 037 144.3 1353 170.0555 1203 1353 170.0 861 103.1 1353 1 170.0 BE7 I 90.2 1753 170.0 S61 0: m c�7 U) BO In 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 Mc 878 146.1 12•.8 170.0 1 944 128.9 1218 159.6 936 116.8 t2la 19.1 024 97.4 1218 146.1 913 B3.5 1216 146.1 913 73.1 1218 116.1 913 Q F U cG LLI Z 63 in 1740 930 170.0 74' 170.0 1176 1740 650 1602 1160 168.8 833 /SIA 7150 1510 974 ItfiB 1150 1419 898 145.1 1150 1342 885 879 1150 125.7 871 75.1 I/50 126.2 670 65.7 1tSO 1262 070 Z = d c = 63 in 170.0 974 17aC 708 19.4 1008 1659 861 130E 1048 146.6 864 114.3 1049 133.1 850 101.6 1015 123.4 839 91.4 1046 114E 830 762 1048 109.4 421 652 1048 108.2 618 57.1 1048 106.2 818 Z Cl) m m W ..3 a " to c 72m 140.6 880 1479 704 117.4 881+ 126.0 7411 104E 887 110.8 734 61e 880 1 .0 722 782 880 920 712 70.4 800 662 704 58.7 BW 792 693 50.3 I 880- 745 686 44.0 880 764' 688 � =o _ >o J 78 jr. I79.T 790 125.7 E99 99.8 790 106.4 676 65.5 T90 ®.3 663 74.8 790 83.5 fi52 66.5 790 76.9 643 59.9 7% 7f.7 835 49.9 790 611 624 42.6 790 627 619 37.4 790 61.5(617 N Q U KZ r r r .f 78M 110.8 750 115.3 657 92.3 750 98.1 6N 70.7 760 08.9 632 69.2 750 �700 7.1 621 e1.fi 75A 70.6 612 55.4 750 657 605 462 760 59.4 599 39.6 750 562 Se8 34.6 750 65.5 586 Z I-'• Q Z C4 r 90N 721 567 74.1 500 60.1 663 629 491 51.5 567 54.11 483 45I 563 489 475 90.7 SW 44.4 168 36.1 561 449 462 30.0 563 36.2 452 25.8 563 33.3 445 22.5 04.1 31.6 442 F Q LU Z p F- W s `m 95 in 69.4 495 61.1 443 49.5 495 J..9 424 495 41.6 927 37.1 496 39.9 421 330 495 38.1 415 29.7 495 332 409 24.0 496 29.7 400 212 /95 28.6 354 16.8 495 25.0 390 a N W B O O S 1081n 41.7 '391 42.6 353 34.8 381 28.8 *31.1 7Et 391 27.6 317 232 39•, 24.9 333 249 391 226 328 TTA 391 19.7 321 14.9 381 17.6 315 o W m L11111 361 370 392 335 32.0 370 17.5 24.0 370 25.3 320 21A 370 22.8 316 181 370 20.9 312 16.0 370 18.7 305 © U) 1n30.4 317 30.9 289 25.3 317 21.7 19.0 317 199 2276 16.9 317 17.8 274 I ` () C) Q O O 1N k 17.6 220 17.8 203 d s Z 40 9-.5 TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: N Anchor Ca el Table Ob.) ANCHOR CAP., , O c sobsmne 2.7kConcrete 3.SkCalc. Hon-CMU FilodCMU PT Wood Mar41 (DP)X( "'�=ANCHORCAP.,,, PRODUCT REVISED 5116'Eko 1/4.55 Eko 5116•SO 1/4•SS Eke 'J70 Sleet 712 61ee1 042 Steet MULLION CAP.-- A J"o Type Y76 Elco Ultr w 174•EIoO Unmcan 3116•floc Ut- 1/4•Elco UNa- as complying with the Florida Anchor Clip Pattem5 Ln 3116. AQ0.1-la Ut- AgOreGafa Scnr(G5)Serer(G5) Sorer LG5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Building Code Edge M041 (In): I. 2-Vr I 1' 2-tri' 3-118' 1' 2-1/2' 1• 2-17 r 3-176• 2 0.48• 0.54^ 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 Em6ednerd(in} 1314• 1-314• 5314^ 1'J4' z 1-714' 1-1/4' 1-114' 1-1/4' ht/4' t-1/P r t-32' 132• farces ACTUAL PRESSURE REQUIREMENT FOR THE , 2kiGhm @ S ML O.C.t(2)2x5 Arple UPS 1(Flo.tT 3909* 390 i s5o ks 993 res 1700 th. 270 ms 260162 3541.2 740 to 374112 Teo ks 946 ms 741 I.s 442 fee 560 ms OPENING,WHEN R IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Archas®3.5'ML4 O.C.f(2)2x5 Arcic Clips/(Fig.2)' 760 02 7801. 790 ma 16701.. 2525 los 540 8. 560I WA 1120 R. 748144 880 0* 189211* 682 Its 885162 1+20 ms CAPACITY(FROM THE TABLE)OF THE SO PC,m B 6AnNm @2.71•Min O.C.7(2)2x5 Ancle Clips:(Fi9.4 1120ns 11291t* 1 956 It. M4611e 22549* WA 040It WA 1059 @s NIA fl201bs WA 10221 132792 118(7164 MULLION.R WILL YIELD A MINIMUM ANCHOR Y CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0 de Product Control- - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: 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. /J FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125' / `�� Q`yLYNN41 • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 4,SUBSTRATES:CCNCREf E SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3.250' `1¢ No.50705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60613-T5 AND BEA MINIMUM OF.125 U 1 THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY / pO S ATE CF '.• LEAST.125'THICK AND A36.ALL ANCHORS IMO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION r - p � e • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. i FS •.�OR1DP•.-•'G��� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. /ONAL A.LWN AL R,P.E. FL P.E.#58705 TABLE 16A Mullion Capacly Table bs/R1 u cr o a Opening Width(1a veNcaN aparrirg rnullions)or Opening Height(for lnri2oriaPysparrirg w.tfKxs) C 1 So in 60 in 70 In go 1. BOM 100 in 12C in 140 In 180h 8411 LL Rectmgala 71ap'T6a19. Reclargrdar TroyTdang. Raotmg'Jla! TreprTdanp. Rocflngda TnprTdarig. RacEsnafx Trop7Tda181. Rectanpim Tra<dirrmg. Ratangtla Trop7Tdam} Rectangular Tropr7dang. Redangdar Tr71ien0 u 3.26'45 Lcadng Lnadrg Lmdng Lmdng Loadm Loadrg Loadm9 L®dng Leading L-Emi; Loadn9 Loadng Loadng Laadug Loafing Lladng Loading lwdng u DEC,AL T11-1 r r r r r r r r r ,� r r r _r r r i r r BAYMU LL ° s_ a a.. a o m o m a `o a a 8 ° 8 a o S c�g a� �€ a o� m g o � >a� ��u L v v 45 v u v v .4119 3 (�40 o L`se v 3` v u° v u v ci v v v v v va v �` v ..t U g ts`e 6� Ss -`e �¢ r'e °a 6e g__g'�e s2� ae €� >;° _8a 13� 8c �� S� ae ga ,� a� rp �_$ �$ Sc to _f •-`e r:H 'e F:q e °¢ a '£ =a - a sa sa a a 5a i sa a sa z W04�$ a$ �a°t g �� qS $ $ $ 'Sg rc �8 -$ �a $ _'� L� ��. $ �-'� r W s� rc fo a �_. ¢ d`¢ �_, du`rc fe ¢`c �_. a`a �e ¢`¢ so 350 d`a° f=. cz` f� a Ee dna fc d`a a`¢ ��, 116 a°rc O 42h 1700 620 170.0 435 170.0 744 178.0 478 170.0 858 170.0 506 170.0 992 170.0 519 1700 1116 1700 521 170.0 I24o 1700 527 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 1700 521 to J 4861 170.0 708 17D.0 524 1700 85D 170.0 584 1700 W 170-D 630 170.0 1133 1700 681 1700 1275 1700 677 170.0 1417 1730 680 161.7 1637 170.8 680 140.3 1637 17110 680 122.8 1637 1700 Sea 5 C0 WMS in 170.0 747 170.0 563 170.0 8% 17MO 631 170D 1046 1700 654 170.8 1195 1700 723 Vito 1345 1700 747 170.0 1494 1700 756 147.1 1552 110.0 755 128.1 1552 170.0 756 110.4 1552 170.0 756 Lr W 54 in 170.0 787 170.0 612 170.8 856 170.0 691 170.0 111E 170.0 754 170.0 1275 170.0 803 170.0 1434 170.8 837 1552 1455 1700 856 1203 145.5 170.0 861 110.8 1455 170,0 867 97.0 1455 170.0 861 j to w 60 In 170.0 885 170.0 701 170.8 1063 170.0 797 170.0 1243 170.0 1176 157.1 1309 170.0 844 139.7 1309 170.0 ON 125,7 1309 183.5 994 104.8 1308 157.1 882 69.8 1309 157.1 882 78.6 1309 167.1 982 G F U to (7 63in 170.0 933 178.8 745 170.0 1116 170.0 650 1625 1247 170.0 940 1425 12C 164.5 983 128.7 1247 1528 965 114.0 1247 144.3 952 95.0 1247 138.2 06 81.4 1247 135.7 935 713 1247 1357 835 W z L) Z) D-o a ¢ t 6681 170.0 974 170.0 789 170.0 1169 170.0 90.. 146.4 1190 183} 095 126.8 1193 147.9 845 115.4 1190 136.5 1128 103.9 1190 128.4 014 86.8 1180 119.5 888 742 1190 116.1 893 64.9 1190 118.1 B95 � Z (nz z J P $ qU r o 7Z in 167.6 1010 168.8 877 734.7 1010 744.6 858 115.4 1010 1272 B42 101.0 1010 114.7 828 88.8 1010 185.6 817 80.8 1010 96.9 537 672 ID1G 90.6 795 57.7 11110 87.6 790 50.5 1010 L7.7 789 � � j c �^ J 761. 197.4 806 1416 782 114.5 906 1220 775 98.1 906 107.1 767 8.5.9 900 98.2 749 76.3 908 882 7344 887 BOB 823 729 57.3 806 74.7 716 48.1 9Cfi 772 710 429 906 70.E .E 78 i1 127.1 MI 1325 754 1059 881 1125 738 90.8 861 73.6 725 79.4 851 85.5 713 70.6 861 81.0 70l 63.6 BEI 75.4 694 510 867 58.1 681 45.4 851 61.5 675 39.7 861 63.7 672 Z F� Q ¢ Z N Bo In 827 846 85.1 574 68.9 646 721 564 69.1 646 629 554 51.7 816 507 545 480 #2a.61 41.1 616 47.0 530 34.5 646 415 518 29.5 645 38.2 511 25.8 641E 7fi.5 507 ¢ m Z W 96b1 6B2 588 70.1 508 55.8 568 59.1 499 415.7 585 51.4 491 426 668 45.8 483 37.9 34.1 566 36.1 470 26.4 568 33.4 459 24,3 Sell 30,5 452 21.3 568 28.7 447 a (j W 3 113 oq 109111 d29 149 48.9 405 39.9 449 412 399 3421 449 35.7 :53 2B.9 44B 31.7 3W 26.6 238 N9 26,1 377 20.0 419 227 388 17.1 449 2A1 361 15.0 445 189 156 rWUr111 in 44.1 475 45.0 3e5 36.6 425 37.9 379 31.5 425 328 373 27.6 425 29.1 367 24.5 21 425 2l0 358 18.4 425 20.7 350 15.6 425 18.6 343 � W34.9 304 35.5 331 26.1 364 29.8 32fi 249 361 25.8 321 21.8 361 22B 317 19.4 7.5 364 187 309 = UI tn. Q 144 m 20.2 m 20.4 243 16.8 253 17.1 230 a (La Z m U) TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: O m-y SPD= Anchor Capacity Table(lbs O $ h o0 rc� 0101 ANCHOR CAP.,d,,,,, svnstole 27d Corer0lc 15d Cone: NODawwu Food Cuu PT wood Mew (DP-)X( )=ANCHOR CAP.,,, S'16'Eko 714'SSEk°5ei5Elco 1/4•SSEko 010 Steel 912 Steal 912 Steel MULUPRODUCT REVISED Antler type: 116'Eko UIn¢o� V4'Eko Ntrbcan 3115 Ek.Ultncon I -Eke LAxbttn as complying with the Florida Anchor Cep Patterns ubxm aeemwtu Meson Ag9reGaw Sono(4.5)Suer PS) Sane(es) USE THIS FORMULA TO OBTAIN THE'ANCHOR Building Coda E40e u1slance gni r 2-17 1• 2-1rr 3-+18' +• 2-vr r 2-1(!• 2' 1178• 2' 0.48- 0.54- 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN NOA-too. 17-0630.01 Embedment(h7 1311 ldib' 134' 138 7 1-Ire t-w• 1-v4• t-ve 1-1rs 1a7a• 7 ta78' tars +arie-+ ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anct-®s•dsa C.C.!(2)2,5 Angle laps/(Fp.17 390 as 390 be 45D lbs 690 ms 1700 ns uo les -ft 354 me 110- 374IDs 120Its940 lb, 341 ba 442 Ib4 56D lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 W.Q 35'den CC 1(2)245 Angle C€ps/(Fig.27 7802. 1 780 M 790 me 1070 ms 2526 h: 510 lb. 560 ftWA 1120 tba 7481os S.. 1092 Ib. 682 me 885 ft 1120 ws CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Arlcham @ 271'Milt C.C.1(2)215 Angle Crips/(F9.37 172010s 1120 be 958lix 2246 bs 2259 D6 NIA 84C Its WA 10591bs WA 1720 P. WA 1022 lb. 1327 b4 16W lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR By CAPACITY WHICH MAY BE USED TO QUALIFY Miar113-D3 Product Control ADDtTICNAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: El i 1)SEE SHEET 1 FOR GENERAL INS ON USING THE TABLES AND St1EET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. f 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT VIVENSIONS,SEE SHEETS 21-23, I77�r i • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125• 45` �� .34 . ••--.,ON`(LYA/Aj 4., ,, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L}CENSF ..Ke, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-F81ED 3-2 _* No.58705 - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.12,7 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45'BAY /� = LEAST.I2S7HICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TATE F i MULLION • . THE MATERIAL#10 82112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. o e .4ORIDT.•'' ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��irs/�Nqqt EN���� j A.L/'YNPJ x'/114 E13"P.E. FL P-E-#58705 1 >•--.Doa'-i r--1.250"--1 -j 1 goo r ,.goo f- oti 8 a -"i 1904" "'- -'j l.000` -^7,266'^- .r .125' .125• o .125' { D375' 125" 2,7''50' 2.750` -12 3.125 -125' 3.166' ox 2000' 2,000- z.11s i �{ 265 U .125' I L ,375• 650" .600. rT.125' f 2 C" ZL .L .EO0, f a U J 1'X006-TO ALU.ION !'X 763-T6 LULt.ION 1'X2Ta'X.37S MULLION t'X2.75'X.650'MULLION 1'X 3.12SX.S'MULLICN 125'X 3.1&6'X265 MULLION 1,26-X 21!'X.125'MULUON 1n 6063-T6 ALUM. 606376 ALUM, 606&T6 ALUN 6063-T6 ALUM. 6063T6 ALUM, 6063�T6 ALUM, 6063.76 ALUM. ¢ S XSECTION XSEC noN XSECTION XSECTiON X-SECTION X-SECTION XSECTION t2 to C F- CO z -I•�{)-^-.125 'j"�)-'-.125° --i t--.125' a }�- (0 Cw'J t m z I STANDARD CDP ' 2X5 ANGLE CUP TABLE Z 2 LU Fo = s063-T6 ALUM. I! Dimension Value n For Mullion; vi Ia U 2:004' XSECTtON i 2.725 6063-TE ALUM. � ) to D y O ilii U-CUP 2.000 XSECTION I I 8063-T6 ALUM. A 1,625 a, rcZ .125' X-SECTION I .125 B 2654 1`X7 X.m Q � � Y I L Aluminum z C3 Q N 77-- C 0.885 Tube Mullion h .125'J 1 D 0.740 c�. 1 j Q?°Z do ao -^-!-740 A 1.125 n t!? 2 B t'X2"X.3751 o LU O 5.500' B 2.404 Aluminum ry CUT HERE 70 375" 1. CREATE FLYIP,SEE MIN. t� 5.00g`� 0-635 Tube Mullion s U = Q ' •"yj MIN.'' I DETAIL F.SHEET L I .376'MIN. D 0.490 Ct? ¢ 2 Z O O .336'MIN. IL O a,0 E�fl A 1.675 _ 0 cn -----------'--------- 1'X275 X O 6wwI I A A t UCLIP A r _ _ _ y B 3.000 O L------- 606376 ALUM. - ---------------- 375 Aluminum a' TOPVIEW 2X5ANGLECLIP C 0.757 Tube Mullion L- 6063-T6 ALUM, D 1116 PRODUCT REVISED STANDARD CLIP TOPWEW as camp Ing wtth the Fiortda CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 Building Code sa63-T6 ALUM. 1'X2.75"X CENTER OF ANCHOR HOLE MUST UE TOPVIEW CENTER OF ANCHOR DASHED BOUNDARY.DISTANCE. CE.MAXIMUM AN FOR THE B 3.000 NOA-No- 17-0630.01 ANCHOR O.C.DISTANCE,MAXIMUM ANCHORExpiration Date 05126/2021 WREN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16'. C 0.476 Aluminum SHEETS 5.17 FOR THE ANCHOR D.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0_836 Tube Mullion gy _ DIAMETER ANCHOR DIAMETER+1116', SHEETS 5.17 FOR THE Mlamoduct Control -' ANCHOR O.C. TABLE B A 2009 DISTANCE.MAXIMUMPG7Part1J B 2837 1"X3.1251X ANCHOR HOLE ,500'Alum 5.500' 376' DIAMETER:ANCHOR MUII Dimension(sheet tlj C 0.863 ,375" _-•-.--_� IN. DIAMETER+1116'. Malllol/ Std.Clip Offset Clip UClip Angle Clip D 1.137 Tube MullMIN.. 1 1-X Z'X.125'(5) 66605 666113M 6661118M 666243M 666511M A 2,625 r---- -------t-------------, P'XZ'X.375"(6) 666006 666114M 6661119M 666244M 6SS512M 8 3.262 122 X3.188' I I X.265•All � I a 1"X 2.72 X,375"(7) 607 666115M 6661120M 666245M 666513M C 0.862 Tube Mull j I I ��g;�� 1"X2,72X.650'(8) 66608 666116M GW1121M 666246M 666514M D 1.762 1111 I L/ ti/ 7.26'X2.11° ���\ K LYNV I I 1"X3.122X.50t7(9) 66637M 686T116M 666i1i4M W6242M 666515M '\ ,i0 ...,...V A 1.813 ,121"Alum Z. ,Sy"��: LICENSE(_! I I - I t.22X3.788'X.265'(i2} 66641M 666111TH 6661113M 666241M 666516M 7ubeMu}I 4__-.---- �------ � 11.26'X2.11°X.122(18) 69370 WA NIA N!A666617M tJo.58705 = *= 0 OFFSE7CUP NOTES: .125 I 6083.76 ALUM. ^ _- 74g° 70PViEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. %•�� � (U�� i\'S'',FI � 2)SEE SHEETS 5-9.12$16 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS B ANCHOR O.C.DISThNCE. J�T sz 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i FL P. .8705 -{ 1.000 r- -I 1.000' r-. �1.062-1� 740^ (L aN$ .063' .385' 4 .0627 .125 067' .436"-- - I I -• o m 4.000" .125•STANDARD CLIP 2125° 6Y 4.000' 4.000° 2 625, 2.000° 6083.76 ALUM. I 41 2X6 ANGLE CLIP %-SECTION U-CLIp 6063-TB ALUM. n .125 I I 8063-T6-SECTION I X'S •125- N 126•- - 125' .126' X-SECTION L LNaI U .031 r NN¢ Z W .126"J O = CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W -.12V DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE 7 � .375' '155" 375' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR ED o F=-- _ HOLE DIAMETER:ANCHOR DIAMETER+1/16•. NCD 1'X 4'X.125" 1'X 4'X.375' JT 1'X 4'X.375' 5.600' 5.000' 03 Z (D W MULLION MULLION 'T'•MULUON CUT HERETO 375" iR O m W 6063�T6 ALUM. 6053-TB ALUM. 8063-T6 ALUM. 375• 3.125'-r----�-CREATE F-OUP,SEE '375• MIN. CD X-SECTION XSECTION %SECTION DETAIL F,SHEET to MIN. 5' Z W g m S zAcio 1.594' 1.250' ___ I ___ CENTER OF r_________ ___________i_._ .375 - p5 e0 1.594' wu �- j---- j j---- j ANCHOR HOLE MIN. I I I I I MUST LIE WITHIN nZ I I I I THE DASHED i I Q J I I I I BOUNDARY.SEE I F U `- I SHEETS 10.17 Z O Z N r' F__...a.__- FOR THE rt Z 2.875 I 1 I I F' Q ANCHOROR THE O.C. I I (q .100" I DISTANCE I I rq Z J' 8 3.250' 3.84' 1 I I I I MAXIMUM I I W O .100" 1 I I I ANCHOR HOLE 1 I - `1 `1 3.250' I I J I 1 1 I I DIAMETER: I I J 67 U .100• L ______J L_______J ANCHOR L_____________________ I DIAMETER 1116'. .100• .624° 2X5 ANGLE CLIP ash ZO s:U L 'L 824' rb STANDARD CLIP U4:LIP 6063-T6 ALUM. .820'I-I I -H .820" 6063-T6 ALUM. 6083.76 ALUM. TOPVIEW P �� 1.2W--I I-1 250• -�' CENTER OF ANCHOR HOLE MUST LIE , -i 920' F- WITHIN THE DASHED BOUNDARY.SEE To TOPVIEW PRODUCT REVISED 126•X LLL X'.100' 1Z6'X LLL X.824' 1.25'X 394'X.624" SHEETS 10.17 FOR THE ANCHOR O.C. TABLE C •FABLE C,CONT. as complying with the Florida MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Olmenalon Value(In)Fol Mullion: Dimenslen Value(in)For Mullion: Building Code 5005-TSALUM. 6005-T5ALUM. 600575 ALUM. DIAMETER:ANCHOR DIAMETER ME'. F 3.687 1"X4"X F 1.938 1.25'X3.5 NOA-No. 17-0630.01 X-SECTION X-SECTION X-SECTION G 7.000 .1Z5" G 0.500 X.824• O Eupiration Date 05126/2021 H 2680 Aluminum H 1.438 Aluminum yn B �a�y-� 5.500' I 3.180 To Mullion 1 3.250 Tube X 3.9Mullionr y 2661' �� 145• .375" .375' F 3.151 1°X4 X F 2.625 Tube X 3.94' w Miam ade �..l trol 1.377' 12 1.877' MIN. G 0.757 .375 G 1.125 X.824• 1 I H 2.430 Aluminum H 1.500 Aluminum I I 3.000 Tube 8"T 1 3250 Tube Mullion o I I I I F 2250 1.25•X3.26' F 2.813 30•B Mun i G 0.750 X.100" F 2.875 45•Ba Mull J .125' I 1 1 I I H 1.500 Aluminum a .125 45' 2250' I I I 1 1 I ( 3.250- Tube MuBbn d I / I 1 i 1 _ TABLED W `1(tUlinr// 3.250"45•BAY MUWON 3250' i i 1 1 i POT PaRp 30'BAY MULLION / 6083•THALUM. �_______J �_ __-_-.,, Mull Dimension ��N•••••••N�1/ '. 6093-T8 ALUM. I %•SECTION I I Isheet6) Mullion Sid.Clip Ogsel Clip U-0lip An Ole Cllp j PCEN@F •,!`� X-SECTION / I 1'X4X.125(10) 69364 666111M 6661122M 686241M 666518M z =� / OF3-70 AL IP _*: No.58705 = I ���LLL/// .125' 8083-TB ALUM. 7•X4'X.376'(11) 68810 686112M fi661123M 666242M 668519M �, _ •Z2S��'-�1°� TOPVIEW 1'X4'X.37S T(11) 66653 W6112M W61123M 686242M .M519M rl - /' - _ I NOTES: .740' 1,26•X3.26'X.100'(13) 20160120312 666112TH 6667124M 6662410M 6665115M •� p �- 1.25'%3.25'%.820(14) 20181120315 8661128M 8661125M 8682411M 8665116M p1 :O�-•• ST TE O � '•(`�` 1)HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•X3.94'X,644•(15) 20762 808111TH B6B1t28M 660241M 865517M ® F •'•F20RIOP,.•' \?� j 2)SEE SHEETS 10,11,13-15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30Oegree(79) e8849 WA WA WA 6885110M '!rS�ONAL�NG`� 48 Degme(20) 68850 WA WA WA 6665111M r/I I 1111 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - a A.LYNN MILLER,P.E. v FL P.E.ii 58705 TABLE E Mull Dimension PGT Part (sheet Mullion Sid.ClipClip .125' .11. 2-X 4'X.25"(IS) 66602 666261M 665271M 6685112M T_ 2'X.6'X.25-(17)1 68604 1 666262M L _166272M 6665113M STANDARD CLIP U-CL 2X5 ANGLE CUP 2. 6063�16ALUK 000, 6 ALUM. 8063-T6 ALUM. at u X.SIECTION 2.12.7 X-SECTION 2.00T X-SECTION NOTES: I LL C14 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' 125' 125" 6 C DIMENSIONAL RESTRICTIONS GINIEN ON THIS SHEET. c)k 2)SEE SHEETS 16­17 FOR SUGGESTED,APPROXIMATE z 04 LU 0 HOLE LOCATIONS. :r 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. In _j W _j cf) 5.500' 5 rn CUT HERE TO Of 2.000T CREATE F-CUP, .375, W U) C3 r- MIN. a: (0 z 0 En .375' SEE DETAIL K .375, w MIN. .375, 0 SHEET MIN. to U) z ------------------------ z < --------------------- 46 U L W "i.� 6 1 zo 4.000" < .250" 2'X Ir X 2T 3,438' IL—-—-—-— 5 L C4 z -I TO a I CLr'KRr__ Of �!C-7T=�FP' 1014 MULL 3.438' cco o 6053.Ts ALUM. z X-SECTION Q. < toZ g—r _______J L__.______. MIN. G ul o UL _j I _j STANDARDCUPCUP- 6063-TS ALUM. 2XSANGL;C_IP 0 Z) CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM OLE MUST LIE -Te ALUM, < 0 0 WITHIN THE DASHED BOUNDARY.SEE TOPMEW S /CENTER OF ANCHOR H .250*- ED FOR T X 4'MULLION.SHEET 16 6053 TOFVIEW -WITHIN THE DASHED BOUNDARY.SEE TOPIAEW u) SHEETS 16­17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR D.C. -C: DISTANCE.MAXIMUM ANCHOR HOLE ENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE. SED -) DIAMETER-,ANCHOR DIAMETER.1718'. WITHIN THE DASHED BOUNDARY.SEE 1 DIAMETER:ANCHOR DIAMETER,iilff'. SHEETS 16-17 FOR THE ANCHOR D.C. PRODUCT REVISED DISTANCE MAXIMUM ANC14OR HOLE 15— 1.9 with the Florida CUT HERE TO DIAMETER ANCHOR DIAMETER 1/16' .U.B"Zode NOA-Ne. 17-0630.01 .375' CREATE F-CUP, MIN.. EE MAIL F, .375 SHEET 4 375 M Fxpfratlon Date126f20�21 a -------------- Mn11a-__mI,"5d_ve Product con".1 \1);7EUrCHOR"0'1'A CUT HERE TO CLI -1 CREATE 'P, S TA .2601 6.000' 4.686* 5.438' t + 5.438' 6.438' 2*X 6*X.25" MULLION ON ALUM, X-SECTION NO.58705 Mx -v &1A --------------------- -;3 0 4�ff-- .250'j STANDARDCUP U-CUP M ANGLE CUP 8063-T15ALUM, 6063-TOALUM, 6063-TOALUM. TOP MEW USED FOR 2*X S'MULLION.SHEET 17 TOPMEW ONAL 1,,, TOPVIEW A.L'4w Mr.E12R,P-E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114•,THE OPENING REQUIRES A DESIGN PRESSURE OF.60.01.60.0 PSF. I 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 NO ANCHORS N HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WALL MEET OR EXCEED THE REQUIRED o^ DESIGN PRESSURE OF+800-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE �-SEE ��SEE FROM TABLE 3A SHEET 7,THE V X 2.75"X.375"MULLION(LENGTH-72',OPENING W DTH-70")MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD O m FENESTRATION DETALS, NOT BE SUITABLE FOR THIS APPLICATION. ' ` L) PROOUGTE SHEETS c2 APPROVAL 2.3 FROM TABLE 4A SHEET 8,THE 1"X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE . 72' OPENING AND MAY BE USED IN THIS AaPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LEOH2 USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS ANULLIND THE 2X5 U) Ag m U 4 4 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE'USED,THE STANDARD CLIP IS EASIER TO INSTALL. z �N¢ UJ SEE O w �, DEIALS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL •J U) / sIiEETs APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a s _ 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 LES.ALTERNATTVE7.Y, W o . 'NOANCHOF IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR-HE EXACT DESIGN PRESSURE OF 60 PSF: LU ' 32' 37 --{ 63E LBS Z -•I MULL w1D'TH (60 PSF)X( )=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) � Q OPENING WrDTH---i 72.7 PSF = m Z -- z g fib'O , THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A g Z ' DESIGN PRESSURE OF-50.0155.0 PSF. o u rc Q �I f` FOR THE VERTICAL MULLION: Q N' 1 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH 15 32'+72"+1'=10S'AND THE OPENING WIDTH IS 36'+36"+1'=73".REFERENCING SHEET 25. Q Z aD Ip I THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS X. THE WINDOW FRAME DEPTH OF 2-378"AND WILL U) w i s o Ilo MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Tn o EXAMPLE 2:MULTIPLE MULLIONS W a aY Y ! BEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375`MULLION(LENGTH=108-,OPENING WIDTH=801 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15+1-15.1 PSF 2 � 0) (7) MULL WIDTH-ir-- SHEETS 2-3 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250"MULLION(LENGTi=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+I-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a-E Z O O FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �_7@d b 31 SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2=74",NOT 73"AS PREVIOUSLY FENESTRATION SHEETS, - , PRODUCTS i SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATNELY,THE WINDCW WIDTHS MAY BE REDUCED-O MAINTAIN PRODUCT REVISED APPROVAL , 24 THE 73-DIMENSION(35-12+35-1/2'+2'=73'. as eom Ing with the Florida �, Building ode ' 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY ANO CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NOA-No. 17-0630.01 vER!Icx CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE V.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2'GIVES N ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05/26/2021 LENGTH SEE 2-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8 DETAILS, DETALE, By INS OPENING SHEETS 2a SHEET FOR THE HORIZONTAL MULLIONS: w Miaml de Product t:ontrol HEIGHT BECAUSE THE VERTICAL MULL WILL BEA 2'X 4'X.250'MULLION,IN THIS EXAM PIF WE WALL MATCH THE HORIZONTAL AND VERTICIL MULLIONS,ALTERNATIVELY,ANOTHER K FOR HOR2 MULLION TYPE COULD BE CHOSEN N LIULLION rr 1 THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALrtRIANGULAR LOADING MAYBE O USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X,250"MULLION(@ LENGTH=42",OPENING HEIGHT=1201 HAS A DESIGN PRESSURE OF+;-170.0 PSF WHICH EXCEEDS THE K REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" Z I SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUS-BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH t 2J (4)3116'ULTRACON ANCHORS AT N EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w 11 1 1111 ANCHOR CAPACITY OF 521 LBS. a�N(LYNN�, I �I 36•,HDRIz �� 35•,HDaZ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,LIS-c THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE UCLIP SHOWS THE ANCHOR a�� LLCEN,SF••�(��i- ULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE i Q.= •, OPENING WIDTH FOR VERTICAL MULLANCHOR TYPE IS A#12 STEEL SCREW. *: No.58705' FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: n .4 /�A •• *_ +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; %pO S A7E / +/-170.0.PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ® T••.• R N THE LOWEST DESIGN PRESSURE 15+/-64.7 PSF D WOULD APPLY TO ALL OF THE MULLIONS. � ~ ri� 2�... . VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION rc SS,�`OIIJAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LY�IUhIJ11f.L�R,a,e. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPEC'IVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.#56705 E EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALTTRIANGULAR LOADING: Q o� P o PW ,I PW I �� I 1 I V/ N�/HINGE PW / PW. p InSH/DH SH1DH SHIDH SHIDH zWIx LOADING OF VERTICAL MULLION LOADING OF VERTICAL MUWON CDSILL OF WINDOWS NOT ANCHORED WITF.INTERSECTING HORIZONTAL MULLIONS LU U Q d 9 2 1 SGD ? m eU --- LOADING OF VERTICAL MULLION w j 1Z PW 1 ' f J W 9 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION j Q d rcn I / I z Z Q PWZ d�ISo I r In PW -- - p Y Y to W SH/DH SH8)H. - / c~=7 C) O Q O O SHIDH SHIDH i Fr 0- Zmy. 4 LJ // rc� u / PRODUCT REVISED _ I / as complying with the Florida I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION Building God. SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j NOA-No. 17-0630.01 PW PIN HR Expiration Date 0512612021 I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY MULLION Mia p e Product Contro i P HINGED I NOTES: DOOR PW PN i 1)DRAWINGS ARE I RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. j CONFIGURATIONS NOT SHOWN m I PW MAY BE EXTRAPOLATED FROM THOSE SHOWN. Ox No/ 2)IF THE LOADING TYPE CANNOT LYN/y�'''�,� j BE DETERMINED.USE ��.�`� '• 2!/ PW RECTANGULAR LOADING. ��;' LTCENgF •,C�� PW I - 3)SEE PRODUGTS-APPROVAL FOR Na.58705 ' I ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i I SGO ��T TAT (` '16ZONAL S I`' LOADING OF VERTICAL LOADING OF HORIZONTAL A.LhNNIhIIILdEA P.E. MULLION MULLION FL P.E.#58705 I