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HomeMy WebLinkAboutProduct Approval (2) 7/1/1015 Florida Building Code Online 74t �st F'0"da Dr= rll<q BCIS Home j Log In p User Registration Hot Topics Submit Surcharge Stats&Facts € Publications FBC Staff BCIS Site Map Links Search j Busines��) Praf- .6i al �'� Pro duct Approval USER: Public User Regulation Product Aonroval Menu>Product or Application Search>Aoolicatinn List>Application Detail � ;; FL# FL1844-R19 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified ' by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By htfps:i/llafidahti4lding.orglpripr_app_dti.aspx?param=wGEVXQwt©gsGsvRHsb6W7Cihk13RFyPwC4°t°2fEUcadW9f IWgO?CU 10DIbg%3ti% 1/3 711/2015 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/19/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products FL# Model,Number or Name Description ` 1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fn Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC Certification HR-210.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/10/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-210.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-210 Evaluation.pdf Created by Independent Third Parry: No 1844.2 HR-410 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC HR-410 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/29/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-410,pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FlA844 R19 AE HR-410 Evaluation.pdf Created by Independent Third Party: No 1844. HR-510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC HR-510 Certification.pdf A r s outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2015 Design ressure: N/A Installation Instructions Other: Please see the Installation Instructions for design F11844 R1.9 II HR-51.0.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-510 Evaluation.pdf Created by Independent Third Party: No 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1844 R19 C CAC Certification HR-2110.)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/21/2016 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-2110.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2110 Evaluation.pdf Created by Independent Third Party: No 1844.5 HR-2210 Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FIA844 R19 C CAC Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2015 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1844 R19 II HR-2210.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-22.10 Evaluation.odf Created by Independent Third Party: No https:/InoridabLiicing.org/prlpr_app dtimpx?param=wGEVXQwtDqsGsvRHsb6VV7CihkBPFyPwC4'/o2fE-Uoadw9fJVV90XUIGDlbg%3d%3d 2/3 GENERAL NOTES: ANCHOR LOCATIONS IMPACT RESISTANT 1)THE ANCHORAGE METHODS SHOWN &SPACING HAVE BEEN DESIGNED TO COMPLY WITH 73"MAX.BUCK(XO/OX) I THE FLORIDA BUILDING CODE FOR THE .._..__-_.-_ 73"MAX.BUCK(XO/OX) DESIGN PRESSURES LISTED. 111"MAX.BUCK(XOX) --- 111"MAX.BUCK(XOX) �I 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112'THICK.1X WOOD BUCKS 6-1/4" ARE OPTIONAL IF UNIT IS INSTALLED MAX. DIRECTLY TO SOLID CONCRETE.WOOD O.C. BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY i OTHERS. 12-1/4" ' MAX. 3)SEE TABLES FOR MINIMUM EDGEO ` DISTANCE FROM CENTER OF ANCHOR TO 62"MAX // / .C. 62"MAX , SUBSTRATE EDGE(EXCLUDING FINISH OR BUCK / / BUCK STUCCO). 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT ASAPPROPRIATE —� FOR SUBSTRATE MATERIAL.DISSIMILAR 1} --j— MATERIALS SHALL BE PROTECTED AS 6-1I2" I 2-1/4" — 6-1/8"MAX.O.C. J REQUIRED TO PREVENT REACTIONS. 12-1/4"MAX. -1/2"MAX.J MAX. I 2-5/8"MAX. ALUMINUM SHALL BE PROTECTED FROM MAX. DISSIMILAR MATERIALS AS SPECIFIED IN FLANGE FRAME,XO INTEGRAL FIN FRAME,XO THE FLORIDA BUILDING CODE TABLE 2:ANCHORS FOR FLANG TABLE 3:ANCHORS FOR FIN WINDOWS 6)ADHESIVE SEALANT SHALL BE USED Min.Edge Min. Min.Edge Min. BETWEEN SUBSTRATE AND FLANGE OR Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF P.T.Southern Pine(SG=.55) 1/7' 1S/8" 2-112"x.1 13"Box Neil P.T.Southern Pine(SG=.55) 5116" 2-7/16" INSTALLATION SHALL BE DONE BY #10 Sheet Metal Screw, Aluminum,6063-T5 min. 30 1/8" 2-1/2"x.131'Common Nail P.T.Southern Pine(SG=.5j) 318" 2-7/16' j OTHERS. GS Steel or 410 Steel Stud,Gr.33 min. 318" 0,0346(20 ga) 2-1/7 x.145"Roofing Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" Stainless Steel 7)MATERIALS USED FOR ANCHOR A36 Steel 3/8' 118" P.T.Southern Pine(SG-.55) 1/2" 1-318' EVALUATIONS WERE SOUTHERN PINE,2.7 P.T.Southern Pine(SG=.55) 112" 1-318" Aluminum,6063•T5 min. 318' 1/8" KSI CONCRETE AND CONCRETE MASONRY 3/16"Steel Ultracon Concrete(min.2.7 ksi) 1• 1" #10 Steel SMS Steel Stud,Gr.33 min. 3/8" 0.0348(20 ga) UNITS COMPLYING WITH ASTM C-90. Ungraded CMU,(ASTM C-80) 1" 1-1/4' A36 Steel war 118' GLAZING COMPLIES WITH ASTM El 300. NOTE FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.]THREADS BEYOND INSIDE FACE OF NOTE:FORALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.STHREADS BEYOND INSIDE FACE OF MATERIAL. 1 MATERIAL 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. XO SHOWN,SPACING , 9)IF THE EXACT PRODUCT SIZE IS NOT _ $ ALSO APPLIES TO LISTED IN THE TABLES,ALWAYS ROUND OX AND XOX UP TO THE NEXT LARGER VALUE. TABLE 1:DESIGN PRESSURE ,,` "'. Taw- By. D°. MebhF, ranBaunw,aezarmarA OWLI°¢D •.';�l,•� 'i� Npa:Np rxeaaI=rpRalrmrorFBr Window Buck Size Frame Design Pressure Certification :.'�;`r:s,g J.ROSOWSKI 06/22/11 VINYL aernmuumaAsaaYrOFnuL Width Height TYPE Conflg. (+)P� (-)P Numbers °• m�aA®�PvrM' '+ra�EusNOmac M k ' ��.70; '•. � AwFDaumlaanrtmTassmHameT 54" FiNF ange 8 440 73" 62" FINFlange XO/OX 60 85 4,5 702 """(���11' t ;i/1„ 1070 TECHNOLOGY DRIVE N.111" sa• Fin/Flange xox so 85 190262,769 `• ;1� c f•74,.•' i FLCERTNOFAUTH.ICE.FL ?2975 296 HORIZONTAL ROLLER INSTALLATION cos: U � •�.� •••••••• �(,��•:` dmkvM1bd,G Sv4' 6A»C D,s+iYNw 0.Lynn Miller,P.E. ; SEE GLAZING DETAILS,SHEET 3 '"�;;,'I,I I,•. `' P.E.#58705 HR-510 NTS 1 01 3 2062211JR EDGE DISTANCE -----I INSTALLATION WITH FLANGE FRAME — SUBSTRATE, EDGE DISTANCE— --- EMBEDMENT _1_-- 1XWOOD EMBEDMENT SHIMIII SHIM t C E> ANGE FRAM EXTERIOR �I JAMB INSTALLATION STRATE EXTERIOR (USING 1X BUCKSTRIP) FLANGE FRAME, FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) IRECTLY TO SUBSTRATE) EXTERIOR i EXTERIOR EXTERIORIF f ------; FLANGE FRAME, JAMB INSTALLATION SUBS TE U - �❑ (DIRECTLY TO SUBSTRATE) `• :`' SHIM r SHIM /'1X WOOD / %r SUBST I SUBSTRATE FLANGE FRAME, SILL INSTALLATION FLANGE FRAME, (DIRECTLY TO SUBSTRATE) J.ROSOWSKI 06/22/11 VINYL o-zmvsnaama axnenn Fror e.nvnn�s,�w aaumsn m/o-mrxnu SILL INSTALLATION °'� "0N°'01b1 ro�aaaxriwrseusmaaa ( INSTALLATION NOTESUSING 1X BUCKSTRIP): 1)SEE SHEET 1 FOR SPACING R S. 1070 TECHNOLOGY DRIVE 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. N.VENICE,FL 34275 3)MAX.SHIM THICKNESS TO BE 1/4'. FL CERT.OFAUTH.:29296 HORIZONTAL ROLLER INSTALLATION 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. P. ew; sw. 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. A p E.#58705 E I HR-510 NTS 2 of 3 2082271JR INSTALLATION WITH FIN FRAME -� EMBEDMENT 7/8" EDGE SU STRA`fE 4 5/16"LAMI GLASS NOMINAL I DISTANCE EXTERIOR EXTERIOR I 1/8'ANNEALED I - / - 1 � .090"DUPONT PV8 �GLASS OR SGP INTERLAYER 7116"AIRSPACE SHIM r—i 1/8"ANNEALED_ 118"ANNEALED OR EDGE jn GLASS - �--- DISTANCE I I TEMPERED GLASS 1/2"NOM.1199 EXTERIOR FIN FRAME, SHIM SOIL CONE JAMB INSTALLATION SUBSTRATE GLAZING DETAIL, ALL FRAME TYPES FIN FRAME, HEAD INSTALLATION 7/8" 5/16"LAM] I -7/8" GLASS NOMINAL 1/8"HEAT 5116"LAMI .090"DUPONT SG I STRENGTHENED GLASS NOMINAL _ 1/8"ANNEALED OR SGP INTERLAYER GLASS .090"DUPONT PVB GLASS 7/16"AIRSPACE INTERLAYER 1/8"HEAT 318"AIRSPACE STRENGTHENED GLASS 1/8"ANNEALED OR 1/8'ANNEALED i I I TEMPERED GLASS GLASS -- -3116"TEMPERED GLASS 112"NOM. j� EXTERIOR 1/2"NOM. EXTERIOR I DOW .i`�....:...^. 1199 C;• - 1199 SILICONE SIOL CONE �� ;. `.' •:`:...:t 7 GLAZING DETAIL, ilio GLAZING DETAIL, SHIM h ALL FRAME TYPES ALL FRAME TYPES .N IS to 8 TftAT EXTERIOR i a..,,,ey: o� rnmwc• rxenw.wwnxn�xmn+rn awrnxm FIN FRAME, J.ROSOWSKI 06122/11 VINYL , SILL INSTALLATION 1°iORt'14 "DP0R1O'4Of11RS cawarrwree uaa azmsaoaav w tivrw/mnmunrneoo-ntsssi nwrnv roancs2rrrsx+rwuusrm. ® a.oyem: INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE N.VENICE.IL 34275 teN: 1 1)SEE SHEET FOR SPACING REQUIREMENTS. FL CERT.OF Al1TH.:20296 HORIZONTAL ROLLER INSTALLATION 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3 MAX.SHIM THICKNESS TO BE 114'. A.Lynn Miller,P.E. 1 P.E.#58705 HR-510 NTS 3 of 3 2062211JR 7/1/2015 Florida Building Code Online R My== �OfK�d �ksijiTiGrit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts [ Publications FBC Staff BUS Site Map { Links j Search Bus ines".� ) Pro eN Product Approval ssi I ���}}j USER:Public User Regulation ProduR Approval Menu>Product or Application Search>Aoolication List>Application Detail R FL# FL1435-R16 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE ✓i Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By httpsJ/www.floridabuilding.org/pr/pf_app dtl.aspx 113 7/1/2015 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/25/2015 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window (Std. Meeting Rail, Inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification SH2O0.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200.1)df pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200 Evaluation.Ddf Created by Independent Third Party: No 1435.2 SH -200 HD Aluminum Single Hung Window (with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200HD.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FLi435 R16 AE SH-20OHD Evaluation.Ddf Created by Independent Third Party: No 1435.3 SH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-400 Certifications,Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-400.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-400 Evaluation.Ddf Created by Independent Third Party: No 1435.4 SH - 500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-500 Certification R14.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-500.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-500 Evaluation.Ddf Created by Independent Third Party: No 1435.5 SH -800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-800 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/07/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-800.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports https:/twww.ficridatwilding.orgtprlpr app dtl.aspx 213 ..-... _ :.. 1MPACT RESISTANT . GENERAL NOTES: -- � - ANCHOR�LOCATIONS 881?6 GING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING,CODE FOR.THE DESIGN PRESSURESLISTED; 2)WOOD SUCKS DEPICTED AS'7XARELESSTHAN1-10THICK.:1X.WOOD AODIANCNOR , 52-118"MAX.BUCK + BUCKS ARE OPTIONAL.IF UNIT IS INSTALLED DIRECTLYTO,SOLID: AT MID-SPAN 52<118"MAX.BUCK CONCRETE.'WOOD BUCKS DEPICTED AS 2X ARE 1.112^THICK OR FOR Ww>32" _ 6"MAX. GREATER;ATTACHMENT METHOD QF WOOD BUCKS SHALL BE DONE BY MAX. I 4-118"MAX. OTHERS: 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR j 10"MAX. 1 TO:SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO), j 1� 4)SHIM EACH ANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSH TO (ren THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED b4-11T LOADS. 11-112" I / i MAX, 1f� MAX:- & !f MAX 5)'ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS ' j— Iv a APPROPRIATE FOR SUBSTRATE MATERIAL,DISSIMILAR MATERIALS SHALL i I BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL. 12 BE PROTECTEDFROM DISSIMILAR MATERIALS AS SPECIFIED IN THE MAX FLORIDABUILOINGCODE:' MAX. " � jj UC i 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.OVERALL SEALINGIF[ASHiNG STRATEGY FOR WATER 13-518" E RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 75" /J I IJ MAX, 7)MATERIALS USED FOR ANCHOR EVALUATIONS.WERE SOUTHERN PINE, MAX. 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH BUCK ` I ASTM:G90.GLAZING COMPLIES WITH ASTM E`13W. -6"MA)- 4)THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR .EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED.FOR THE •- + - �-- EVALUATION OF WOOD SCREWS. # - 4-118"MAX. ,9)IF-'THE EXACT PRODUCT SIZE ISNOT LISTED IWTHETABLES,ALWAYS -FLANGE 8 EQUAL LEG FRAME FRAME ME ROUND UP TO THE'NEXT LARGER VALUE _._ - ___ _.............._._._.... TABLE I:FIN&FLANGE WINDOWS TABLE 2:FLANGE WINDOWS. 'TABLE 3:FIN WINDOWS Buck.Site DhSi nPressure Certltialt,on AnchaType Vvoad( Min Edge Mini. �.-- MRI:Edge; min, ::.`TesCRo'o `ub8irate- _.- I AnchcrType SubsU�e Dist Embedment .. Dal. Embedmeo 52-1/8" 75" 60 . 70 190-231,477 M-5711,572 5 1-112'1c.135' Woad(Soumam P(m) 3/6' 1.7116" Soutnem Pine) 7110" 13(8" Roofing Nal ?SledSludGr33 3191• ;W(18GA) 2412"x.131" 1110 Steel Ems - Wood(Southem Phw) ?!B° 2711 G• AhimImun4D33-'f5 .318'• Ile Common Nal •718'.+-1 012 Panhoad .. Steel,A38 '376" 1lfi Wood(Soultmm Pipe) 9118' 1.3iB' 5116"LAM!__ i .; _, � SMS GLASS NOMINAL E 3116'Masonry Concmte 7' 13 6 . #;DTrimshead" 1B"ANNEALED WOW(S,ouV em PI u3): T116 1 vB' .090'DUPONT _ GLASS'. MchorFb6owCMU 2=112" 1.1/4` Screw PVB INTERLAYER NOTE:FOR ALL)AE[ALSJOSIRATES,SCREWEMaMM2147 SHALL BE MP43 TK15ADS I � ,AIRSPACE BErorvPasFACE ocunrewAL;. 1/@"ANNEALED I+ �- 118"ANNEALED ,GLASS I _�I -- GLASS {{ am."9)1 o-wperaaerrtrturvr+mauo>+xavn F� J.ROSOWSKI :03125111. .RIGIDVINYL ,� 112" AWuw Axnra�nw aT re. nBa' ,� ,.EXT£RiOFt �.� nrxrra=rarrmusrreLx.. NOM. .. ... y 1✓'L, (, ��? ',1a7NOKOA1S;l,Fl,31215 1 .. Dow`ilso "<1 FL CERT,OFAIIrH?zne6 SINGLE HUNG INSTALLATION .SILICONE s. i i 'P.E.R5876S- SH-50 0 .NTS 'I.;Ot.+i _ 2032511JR ' INSTALLATIONWIFH FtANGEFRAt+dE..... t81N REMOVED) EDGE -� DISTANCE DISTANCE SUBST A7Ef t � 5lji7sT/' �h16ELTMENT —r _. t+t+ EMBEDMENT + J._._..IL / ,. . °� IX WOAD 0L �� -SHIM��+���LI�•i'.ti t •`° N •..;�a„a ~•.'"��'y �, ^,, .,. jl 111':EXTERIOR L- RUBS:RATE I _._....__.__.E EXTERIOR - SHIM -� - � FEANGEFRAMEs YVVµ.VV ., JAMBIN57"ALLATIOt{ 3-1(" ,�l-+— �........ _ ►„ (DIRECTLYTOSUBSTRATE) FLANGE FRAME, FLAHGE FRAME: HEAD INSTALLATION HEA41NS7Al.U1TION (DIRECTLY TO SUBSTRATE) (USING 1X BUCKSTRIP) EBLO l EXTERIOR � EXTRERIOR. f•. �, '�,��'`v ( NO NO r ANCHORS ANCHORS REQUIRED / l ti nII n REQUIRED 1.. . S(S RAT , IX SHIM D - p c f LANGE'FRAM1i SHIM E, SHIM�) /' r ! "'. �..�„... 1,.� :i 'JMAB IN T LAT14tJ -� i'' � � �,��•» � �� ��a`' � USING 1X EUCK57RIP) W00DI ..._.. Vus�^TRA'1'� '. ,''� l� 6L-76T .� ... FLAHGEFRAME I SUBSTTfATE J i 3a SILL INSTALLAjIOjJ _W (DIRECTLY 70 SUBSTRATE} FLANGE FRAME `"" . SIU.INSTALLATION .. .. .a,..�yc .: om.-- >W,r.t rxtxawrtMtm�wa�atAtaaum" ;(USINNG-7XBUCKSTRIP), J.ROSOWSKI 03125111 RIGID VINYL ,. �!��' �SJ&1Rk114tr£DOPJM. . XP/2Yt11y�<OU/7YiC4�sssdDfl�+7tP!. INSTALLATION NOTES!, er i}SEESHEETA.FORSPACING.REOUIREMENTS. 1o7a7EOMIS,FL34275 & irc 21 SEE TAKS 2 FOR ANCHORAGE AND SUBSTRATE REO0fREMENTS:. - F NOKOMIs,VTIIJ 20 3),MAX::SHIM THIC,KNES57O BE 7J4^:' . 'FLCERT,.ornutH:z�zsa:,„SINGLE HUNG INSTALLATION .. � � ..s.�w��:- .... cew�' sera' .. PMa+� .. rant A);ANCHORS HEAD TYPEVAY OIFFER-FROM SHOWN.,.. A.Lynn Mllwi,4.E. P.E.3t58705 SH-500' :NTS 2 Of,!i' 203257:1JR-_ INSTALLATION WITH EQUAL LEG FRAME (FIN AND FLANGE_REMOVE� EDGE_� I DISTANCE EDGE I ; 7 w —x UBSjAATF DISTANCE r I i S}1�STP,<TE EMBEDMENT ✓� � � �~ 1i .EXTERIOR EMBEDMENT./,; RN 7%WOOD / SHIM SHIM `\ ' ... r F/ I �I SHIM. EXTERIOR, EXTERIOR RAM_E,EQUAL LEG F ,, - ' JAM9INSTAILATION (DIRECTLY TO SUBSTRATE ) ,EQUAL LEG FRAME; MEADiNSTAL,kA710N EQUAL LEG_FWNtE,: (DIRECTLYTO SUBSTRATE) BEAD INSTtW11TiON (USING 7X BUCKSTRIP). 7— pp 4 NO FF . NO ANCHORS • < ANCHORS 5 REQUIRED •/ f. ,{•}, _ L REQUIRED SUB�RAT IX: SHIM WOOD EQUAL LEG FRAME' o JAId61NSTALLATION SHIM fl"" 7r, {USING 1X BUKSTRIP) r'X WOOD; �\ t�1 SUBSf EQUAL lEG FRAKIE; SU$S7Fj1CTE SILL INSTALLATION _ .1.:._....F__.._.'....... _ (DIRECTLY TO SU8S7RATE). EQUAL LEG FRAk%s. SILL INSTALLATION ..,, '"°" na,mauraamacaaaoaruav (USIF70 1X BUCKSTRIP.) J.,ROSOWSKI 93t25iI I RIGto VINYL ga °f raw OR7P2N74kY9FZtCQ9RiN. �h1"M2Y 141 f+AN7� ' ftArb`�P'tap?1D0461Rf3 INSTALLATION NOTES m: owgn j}SEE SHEET 1 FOR SPACING REQUIREMENTS.. 7070 TECHNOLOGY DRIVENOKOMIS.FL 94275 " 2)SEE TABLE2FOR ANCHORAGE AND SUMTRATEREQUIREMENTS. FL ceRT.or•AurN.;zOz08 SINGLE HUNG INSTALLATION 3)MAX,:SHIM THICKNESS,TOBE 1W. '4 ANCHORS HEAD:TYPE MAY DIFFERFROM SHOW(,'.: A.Lynn Miller,P.E: " ); SHzoo HTS 3 oT 4 2032&1]JR P.Ei s3si9s INSTALLATION WITFI FIN FRAME. EDGE ^�� f sUs TRACE T DISTANCEE�f ✓ y� rf >' EXTERfOR. SHIM ; O OPTIONAL EDGE T FLANGE DISTANCE OPTIONAL—.. D FLANGE EXT_EER16R HEADINSI'AILATlO J .� - I •� 3 � o SHIM 3 FiN FRAME, yy `. JAMB INSTALLATION. F r t SUBSTRATE OPTIONAL FLANGE fINFRAME� , SILLINSTALLATION " VM181= Qler: I.a'+MC M R/i14W.i11N 1lTIOIQ4�fULgVlM£D J.ROSOWSKI 0=5111 RIGID YANYL "9P1"9/��`E"EP��JYpfO7 ,��mn.un cwccvva'n arrstn'reu. . (iMi X Wb. (bNNYr'. N�dA{3a'fYA!.1�ACNAHfXtk!}P ' AWFlk`J�NnFr?Rfitlxaw:Sa'AMaTAN . IGOIJiYw a''RIPSKfdA:b: INSTALLATION NOTES: .' . 1)SEE SHEET I FOR SPACINQ REQUIREMENTS.. 1010 TECHNOL00YORNE' ,sK ,2)';SEE TABLE3 FOR ANQHORAGE ANO.SUBSTRATE REQUIREMENTS. NOROOF FL 34275 FLCERr�oa nUTH.'2$296. SINGLE:HUNG INSTALLATION '3)hM..SHIMTHICKNE.SSTO,BE1t4". �; yy� F A.Lynn""0',P.E: P.E.psa7C5. .. SH�Sao NTS '4 014 203251fJR. 6/30!2015 Florida Building Code Online n 'jWj _ flon'da Department) BCIS Home i Log In User Registration f Hot Topic Submit Surcharge } Stats&Facts Publications ,`PBC Staff i BCIS Site Map Links i Search j Busines 01 USER: Approval Professi na I d USER: Public User Regulation Product Approval Menu>Product or Anollcation Search>Aoolicatinn List>Application Detail N.+` FL# FL8208-R9 NE Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE f' Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E-1886 2005 ASTM E-1996 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https:/Iforidabuildng.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgf shZwcYZU2l H cyso%2fG8lb7iiww5l4CJF8%yd 112 6/30/2015 Florida Building Code Online Date Submitted 06/11/2015 Date Validated 06/17/2015 Date Pending FBC Approval Date Approved 06/25/2015 Summary of Products FL# Model,Number or Name Description 8208.1 SGD-470(Non-Impact) PGT Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8208 R9 C CAC Certification-470.gdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL8208 R9 II SGD-470.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL8208 R9 AE SGD-470 Evaluation,r)df Created by Independent Third Party: No 8208.2 SGD-570/2770/2870(Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8208 R9 C CAC Certification-570-2770.Ddf A MXiad for ase o�# ire_HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes � 11/11/2016 Design ressure`: Installation Instructions Other: Please see the Installation Instructions for design FL8208 R9 II SGD-570-2770-2870.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL8208 R9 AE SGD-570-2770-2870 Evaluation.Ddf Created by Independent Third Party: No k3acfz Nzixt Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: noW eQheyk ,..,,g sccuritvxr:rattts' y � https:/tforidabuildng.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtishZwcYZU21Hcyso°/p2fG8lb7Hww.94CJF8%3d 2/2 GENERAL NOTES'SERIES 570&2770 LARGE MISSILE IMPACT-RESISTANT VINYL REINFORCED SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. VARIES, LARGE 8 SMALL THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING SEE SHEETS 8&9 MISSILE IMPACT CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090 DUPONT SENTRYGLAS 1.1116°NOM. -t-1/16'NOM. (FORMERLY KNOWN AS SENTRYGLAS®PLUS), PVB=.090-DUPONT BUTACITE PVB: - - 7116'AIRSPACE - 111-IRSPACE GLASS TYPE A:3116'HS GLASS+.090"SG INTERLAYER+3/16"HS GLASS+7/16"AIR SPACE+3116"T CAP GLASS TYPE B:3116"HS GLASS+.090"PVB INTERLAYER+3116"AN GLASS+7116"AIR SPACE+ 3116"T CAP 3/16'HS GLASS - 3116'AN GLASS GLASS TYPE C:3116"HS GLASS+.090"PVB INTERLAYER+3116"AN GLASS+9116"AIR SPACE WITH HEAT-MIRROR FILM+ 3/16" T CAP 3/16'HS GLASS 3116'11S GLASS APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. (EXT. INr.► AEXT.`- urr.► 3)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED DUPONT.090' DUPONT 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" SENTRYGLASO 090'PVB 3116"1 GLASS THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK 7/10 3116 r cuss NOM DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. NOM 4)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX. 7/a a 78 79,1 716' 79 ' 1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER euirES 3 euEs i ? I� 3�7 SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR FPA DRAWING MAP AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. 7172 7 71 2 Q SHEET 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 3 h3 GENERAL NOTES..........1 THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THEGLASS TYPE"A" GLASS TYPETB" GLAZING DETAILS.........1 ELEVATIONS.................2-0 SCOPE OF THESE INSTRUCTIONS. SG LAMINATE, PVB LAMINATE, I INSULATED GLASS INSULATED GLASS HORIZ.SECTIONS.........5 j 6)DESIGN PRESSURES: VERT.SECTIONS...........6 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. NOM' ACCESSORIES...............7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 9/16'AIRSPACE DESIGN PRESSURES....8-9 3716'Ml GLASS EXTRUSIONS..................10 7)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. PARTS LIST....................?1 THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE 3116'RS Goss CONFIGURATIONS 12 EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTSI I PANEL TYPES................13 OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. HEAT-MIRROR FILM ♦EXT INT.)- 8) NT.►8)SHUTTERS ARE NOT REQUIRED. _ -3116.7 GLASS ��9n Certification DUPONT.090'PVB- Door Size Conflguratlon 7116" _�1 9)ALL DOOR CONFIGURATIONS,UP TO 8 PANELS AND/OR 4 TRACKS,ARE QUALIFIED, Width Height Tested (+)psf (-)psf Numbers NOM i v SEE SAMPLE CONFIGURATIONS ON SHEET 12.DOOR SIZES MUST BE VERIFIED FOR _ __ COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 241" 96" X1000 60 60 190-265,771 71a Q f 801 203" 12(1' )Q=w/astragal 6D 65 190-257,774 LASS BITE , 10)REFERENCES:TEST REPORTS FTL-6337&6338 arTE 203" 96" )OMw/astragal 60 60 1g0 263,770 11)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS 241" 96" X)VX 80 80 19D-265,787 71 2 6 t GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY KNOWN AS203" 96" )00(0 w/astragal SD 80 19D-264,7I2 3 j THE 2870 SERIES. 203" 96" V=w/astragal 90 90 19D-266,773 GLASS TYPE°C" PVB LAMINATE,INSULATED WITH HEAT-MIRROR FILM GLASS 1!111;1, INSTRUCTIONS: Rewaasr oa.: xe.aa. 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ,•'�' '//_/.; SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR GLASS TYPES BG``�•'r-45 ' J.R. 11/17/14 SERIES NAME CHANGE OR C,USE TABLE 4,SHEET 9.FOR GLASS TYPE A,USE TABLE 3,SHEET 9 IF THE REQUIRED DESIGN R"wmasy oem: ReNzhn: PRESSURE IS ABOVE 80 PSF,OTHERWISE USE TABLE 2,SHEET 8, 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL vT PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. :r( 6 �5 : r GENERAL NOTES&GLASS TYPES J ROSOWSKI 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE,ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, V, I ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ".c..••u�' 1070TECHNOLOCYDRAOE rust D" 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-4,SHEETS 8 89),VERIFY THAT THE REQUIRED DESIGN %C?;'••..!;LO;;,1'' `;' N vEN1C&Fr 34275 VINYL SGD INSTALLATION GUIDEtFPA-SGD570-01 ES 11/18/10 I PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. ;� ,1;:„�\� P.O.BOX 1529 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. •,1• �•;!'l,•,�� NOKOAl1S,FL 3(274 s„byu, may; snnoe mxing W. Rer. 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7, a.LYP.E.05 705 P.E. OERT.OFAunt#79296 570/2770 NTS 1 OF 13 A P.Ep 50705 2-TRACK CONFIGURATIONS _ -- 'D-ETA--- 6• DETAIL C� THIS SHEE r 6'MAX. MAX.. PSI- -- \ - DAYLIGHT OPENING(DLOI FORMULAS t APPROX.B', I ___ WIDTH:PANEL WIDTH-8.9116• DETAIL E ANCHOR DETAIL A .DETAIL B1 DETAIL 82 DETAIL D HEIGHT:PANEL HEIGHT=8.9/16• T ANCHOR LOCATIONS FO NONSTRUCTURAL•� �- HIS SHE HIS SHE \ THI58HEE THIS SHEET , L A ' - LOCATIONS FOR 4EXT. I BYPASS (HEAD 8 SILL) I .----� 111��t PANEL HEIGHT-FRAME HEIGHT-2.5' AEXT.�- POCKET CONDITIONS. CONDITIONS. ANCHORS INTO MAX. ' _ - -___--.-1___--- 1- • --1 r-L PANEL WIDTH--� 12'MAX.O.C. P-HOOK vim%J�._____ _I _, DLO----i DAYLIGHT �- I-- } I OPENING WIDTH I I / DETaIL 41 DAYLIGHT; ANCHOR®CENTER OF 1 ANCHOR @ CENTER OF I / SHEET ~ PENN 1 I DETALEM.v - ON SHPA EL.SE HEETS 8 8 9E TABLES DETa1EX�. __ ON SHEETS 8&BEACH PANEL. E TABLES / • ( ( I DEi SL E ! % � • ?HIS HEET,� _ I •x oR•o• x -3.219•MIN.O.C. PANEL TYPE PANEL TYPE' 2 ANCHORS®CENTER OF 2 ANCHORS @ CENTER OF POCKET • - �- DETAIL 82 i EACH PANEL SEE TABLES ON EACH PANEL SEE TABLES BY DETAIL 1 E7AIL 2 i I - JI DETAIL G2 SHEET SHEET 1 SHEETS889. VON SHEETS OTHERS PANEL EXT. / (UNDER /////,, DETaIL 3 HEIGHT DLO ' 4'MIN.O.C. 4•MIN.O.C. Y SEPARATE/ / ; • �- SHEET 5 APPROVAL)�� /; / I I 3219 MIN.O.C. - CLUSTER OF 3 CLUSTER OF 3 I SHEET ANCHORS @ STILE ANCHORS @ STILE 1 / ( I NTERL DETAIL C1 ' INTERSECTIONS. DETAIL FI1 INTERSECTIONS.SEE SOF I CLOF 6"M AX. TABLES ON TABLES ON SHEETS 8 8 9. EXT. • SHEETS 889. EXT.v •. , / PANEL ! Imo' _____ 1 PANEL (8•HEAD @B SILL) •�4•MIN.O.C. ------------------- - ___ __�_ —4•MIN.O.C. 8'MAX.. I i 1\- ` L-- V MAX., (HEAD&SILL) --------(((( 4•MIN.O.C. --"T \ (HEAD 8 SILL) DETAL C2 - " CLUSTER OF 5 I DE7NL F DETAIL G2 .. .. CLUSTER T s ANCHORS DETAIL G1 DETAILHE THIS SHEET - ANCHORS @STILE -- @STILE INTERSECTIONS. _ ___.. INTERSECTIONS. THIS SHEE TH135HE ......... 2.375'NP. DETAIL H2 • SEE TABLES ON SHEETS �� DETAIL ] SEE TABLES ON g&9. �V-�� "I THIS SNEETJ + I EXT. SHEETS 8&9. EXT. •--I- C5 2 AN.... C3+I ANCHOR I CONFIGURATION SHOWN; 3.219'MIN.O.C. --� �-- 4-MIN.O.C. CONFIGURATION SHOWN; I__-- �J (SEE APPLICABLE DP (SEE APPLICABLE DP TABLES 2,3 OR 4) 6.MAX 6'1,UUC. TABLES 2,3 OR 4) 91-EAD (TO END OF -'-I (TO END OF ATTACHED JAMB ATTACHED JAMB NOTES: DETAIL D DETAIL F� 1 ANCHOR @ 1)FOR CONFIGURATIONS,SEE SHEET 12. ANCHOR @ SILL ENDS. 2)FOR ANCHOR EDGE DISTANCE AND E%T.V ENDS. EXT. EMBEDMENT.SEE TABLE I SHEET 6. 3)DAYLIGHT OPEN NG(DLO)FORMULAS: WIDTH:PANEL NlIDTH-8-9116' NOTE:SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-8-9/16' 4)PANEL HEIGHT=FRAME HEIGHT-2.5• .,t ••,:(U'i.j.ii;f,;'••�i, Rowed OT. Dam: R"Wml ..........`i.r.��. 1.126 JAMB •,..}�.,-l,;r.. •,•.�. J.R. 11/17/14 SERIES NAME CHANGE I I �1.W0• -IC Rewod8Y• Dam; Role= ® Desed7tien: Drown BY• 1.375— ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI I .190' .500• .., S-IAl a i;F .,� , EXT. `•'i�'•. .. 1070 TECHNOLOGYDRNE T11.: Dam: I EXT. 1.090 %.,�`a''=•0 1° '-•�' kvE'ncEFz3'z'6 VINYL 5GD INSTALLATION GUIDELINES 11!18/10 ! ..•... .� P.O.BOX 1529 rJPIr1L NOKOMiS%FL 34274 � yMo,pN; Solve: SfreeC Dff4V No. Ror. WEEPHOLE PATTERN @ 24'O.C. WEEPHOLE PATTERN @ SILL ENDS A.LY/Tf MILLER,P.E. PE958705 CERT.OFAUTH.A=96 570/2770 NTS 2 OF 13 FPA-SGD570-01 A 3-TRACK CONFIGURATIONS APPROX.6', 1g—6lQA DETAIL I FLDETAIL 1 -_Tffl C2� DETAIL NON-STRUCTURAL� '.IS. 0 I SHEE �.tET ITS HEqlj (HEAD&SILL) l 6" I-j __....____..J._____ MAX. ...... ------- WMAX. [D—�A:L—L I i DAYLIGHT� _�j ANCHOR Ep,Ll_-=LA T ANCHOR -4EXT. LOCATIONS FOR OPENING NEXT. LOCATIONS FOR BYPASS WIDTH POCKET CONDITIONS. 44--L i4l CONDITIONS. 21.6' HT NCHORS INTO MAX. 00 W " 12'MAX.O.C. OK. F OR'Ov T_- O.C. / I PANELTYPE PANELTYPE PANELTYPE POCKET 1 ANCHOR Q i ANCHOR BY 'q DETAIL 1 PF CENTER OF EACH =ETA CENTER OF EACH L.SEE TABLES OTHERS PANE E PANE "IF_ETAlL 2Ar SHEETS ---'Rl—E—llL 2W L.5 E TABLES I'Bl ON SHEETS 889. EXT.V ON SHEETS 889. (UNDER 0F_TA_lL Tr E. 4'MIN.D.C. SEPARATE Ev /APPROVAL) INTERLOCK E�E SHOWN SHOWN 1 2 ANCHORS @ O.C. ENTER OF DETAIL$. DAYLIGHT DETAIL B2 .75,CENTER OF EACHcETTABLES SHEET 11 EACH PANEACEE OPENING O.C.PANEL.SEE TABLES C HEIGHT ON SHEETS 889. EXTV ON SHEETS 8&9. EXT.v (jOF CtOF PANEL WMAX. PANEL HEAD 3219'MIN.O.C... O.C. &SILL) CLUSTER OF 3 _T ANCHORS @ STILE M�N�' �,CLUSTEIR OF 3 6'MAX.. ANCHORS @STILE (HEAD&SILL) MAX., 'DETAIL 11 INTERSECTIONS. =D .L—H1; L SEE TABLES ON INTERSECTIONS.SEE DETAIL EXT.V I DETAIL Gl FoEpilL H2 DETAI (HEAD&SILL) .T. ' m SHEETS 8&9. TABLES ONSHEETS8 9. THIS SHEE IS SHE �ItS.H.q� THIS SHEET SHEET A�— 4'MIN.O.C. 9�-3.219'MIN.O.C. C5.1 ANCHOR CONFIGURATION C3-2 ANCHOR CONFIGURATION SH.;(SEE APPLICABLE DIP SHOWN:(SEE APPLICABLE DP 4'MIN.D.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4"MIN.O.C. — CLUSTER OF5 DETAIL=2 JAMS ANCHORS@ CLUSTER OF 5 ANCHORS 1.125' I 4.75 STILE @ STILE INTERSECTIONS. INTERSECTIONS. 2.37 SEE TABLES ON SHEETS O.C. I - TT �E SEE LES ON 889. ETS FXT.T SHE TABLES a 9. Exr.y DETaI -*1121 T MIN.O.C. I '-2J N.O.C. 6'MAX. 6'MAX. 1.375 (TO END OF ATTACHED JAMS eXT.V(S(TO END OF ATTACHED JAMB EXT.V EXT-T �'--lxoo. I ANCHOR@ SILL ENDS. ANCHOR @ WEEPHOLE PATTERN @ 24-O.C. WEEPHOLE PATTERN SILL ENDS HEADIENDS. EXT.V ReiWBr. DaW' RMebrt ........ J.R. 11/17/ SERIES NAME CHANGE • R-WdSr. DW. NOTES: m: �OSOWSKI ANCHOR LOCATIONS(3 TRACKS),)FGR CONFIGURATIONS,SEE SHEET 12. MO: 2)FOR ANCHOR EDGE DISTANCE AND 1070TECHNOLOGYDRfVE TM: EMBEDMENT,SEE TABLE 1 SHEET O. N.VENICE,FL 34215 VINYL SGD INSTALLATION GUIDELINES 11/18110 M 3)DAYLIGHT OPENING(DLO)FORMULAS: BOX 1529 WIDTH:PANEL WIDTH-8-9116' P.O.NOKOMIS.FL 34274 S"b.11bd.L HEIGHT:PANEL HEIGHT-8-9116' 57 PANEL HEIGHT-FRAME HEIGHT.2,5' L 570/2770 NTS 3 OF 13 4) CERT.OFAUTH.#29296 0 OTF� 4-TRACK CONFIGURATIONS APPROX.6'. IL 132i[6 ETAIL-FQ 1 "T c2 mu"-.p al THIS GHEE D ET E NON-STRUCTURAL fmwIlT Er SILL) ------ L (HEAD& ------------------- a,MAX. MAX. -------------- DETAIL ---- L-- - ANCHOR DAYLIGHT DETAIL A ANCHOR- LOOPENING WIDTH 1 CATIONS FOR 1 . LOCATIONS FOR EXT. BYPASS NEXT. 4 r.TA POCKET CONDITIONS. I CONDITIONS. 21.6' ANCHORS INTO MAX. I 12"MAX. P-HOOK D.C. W D.C. lu OR'O' x I 'X-OR-0' PANEL TYPE PANEL TYPE PANEL TYPE PANEL TYPE POCDETAIL G1 KET �FTAILWF ETAIL DETAIL IANCHOR@ - BY I ANCHOR@ CENTER OF ........ iSHEET J SHEET LSHEET . EACH PANEL SEE PANEL.SEETABLES EXT.V CENTER OF EAC14 OTHERS DETAL 81TABLES ON SHEETS 8&9. ON SHEETS 8&9. (UNDER EXT.V SEPARATE (oL2*-- /APPROVAQ INTERLOCK ASTRAGAL I INTERLOCK SHOWN SHOWN SHOWN DAYLIGHT 2 ANCHORS 0OPENING HEIGHT CENTER OF 4'MIN.O.C. 2 ANCHORS @ CENTER OF 4.75-EACH PANEL DETAILB2O.0 SEE TATTLES -2] EACH PANEL.SEE TABLES / I " I �� I _L -T ON SHEETS ON SHEETS 8&9. OF 6.MAX, EXT.V &9. EXT.T PANEL HEAD 8.S 3.219'MIN,O.C. ILL) 3.21frMIN.O.C... 6'MAX.. MAX (HEAD&SILL) r CLUSTER OF 3 DETAIL DETAIL li ,DETAIL (HEAD SILL) DEraL C7 ANCHORS @ STILE CLUSTER OF 3 THIS SH His SH THIS SHEET EXT.V INTERSECTIONS. ANCHORS @ STILE mi F�F SEE TABLES ON INTERSECTIONS.SEE SHEETS 8&9. DETAILH1) TABLES ON SHEETS 8 Fl 9. C5.1 ANCHOR CONFIGURATION C3-2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP T TABLES 2,3 OR 4) ABLES 2,3 OR 4) 3.219*MIN.O.C. 4'MIN.O.C.-ti 'MIN O.C. 4'MIN O.C. 1.125" JAMB ` it CLUSTER OF 5 DETAIL Z 0- 3119'11 IN.D.C. SOT ANC ORS @ STILE CLUSTER OF 5 EXT. 5 INTERSECTIONS.. 4,75-4 ANCHORS @ STILE D.C. SEE TABLES ON 2.375TYP. INTERSECTIONS. SHEETS 8&9. SEE TABLES ON SHEETS 8&9. DETAIL EXT.T 1.37 EXT.T 3219'MIN.D.C. 6*MAX. Arfol 6'MAX EXT.V (TO END OF EXT.T (TO END OF 11.0001 ATTACHED JAMS [D-AJL F ATTACHED JAMB L E�EPI�p,�E PATTERN rXT.v I ANCHOR@ ERN @ 24-O.C. WEEPHOLE PATTERN @ SILL ENDS .\'Vj DETAIL ANCHOR @ SILL ENDS. By mw R.W... EXT.T HEAD ENDS. J.R. 11/17/14 SERIES NAME CHANGE ReWdSY. 13.16: ftli.A= NOTES: ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI 1)FOR CONFIGURATIONS,SEE SHEET 12. 2)FOR ANCHOR EDGE DISTANCE AND P.W., 1070 TECHNOLOGY DRIVE Tiv. EMBEDMENT.SEE TABLE I SHEET 6. N VENICE,FL S4275 1/18/10 VINYL SGID INSTALLATION GUIDELINES 1 3)DAYLIGHT OPENING(OLD)FORMULAS: P.O.BOX 1529 p- 1 WIDTH:PANEL WIDTH-8.9118' NOKOMIP,FIL 34ZZ4 sww ISh" HEIGHT:PANEL HEIGHT-8-9/16' 4)PANEL HEIGHT-FRAME HEIGHT-2.5" A.LYNN�L'ER I- CERT.OF 57012770 NTS 1 4 OF 13 FPA-S D570-01 A P.E.#587nq,p AUni.929M } DETAIL 1 DETAIL 2 I C� DETAIL 26 DETAIL 3 I OR 2X WOOD (INTO MASONRY �ASTRAOAL INTERLOCK INTO MASONRY -BUCKSTRIP,SEE I TYP.AN RTYPE.EMBEDMENT AND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEET 1 CONCRETE DI E PER SUBSTRATE,SEE TABLE 1,SHEET 6 4 HEIGHT IS OVER 96' ° PER ANCHOR CONCRETE/CMU REQUIREMENT DISEDGE TANCE 36 ASTRAGALADD-ON 8 9 _ PERANCHOR / NONSTRUCTURAL 30 ASTRAGAL AD&ON REINF. _ _ 9 - —J�' REQUIREMENT 1__° II,' ANCHOR !-1-'-"ice• ",d• yPH'° �L n -^ - EMBEDMENT 1 Sms EMBE0. REINFORCEMENT SCREWS r� ' LMENT•°• G0 OPTIONAL PER ASTRAGAL, 69 EQUALLY-SPACED AND T ppp `y -_- II { _• ° FROM ENDS(FACTORY (5 I ,}�I TYP.ANCHOR TYPE EMBEDMENT 1/4 6 INSTALLED). S 1 ` -AND EDGE DISTANCE PER MAX • SUBSTRATE,SEE TABLE 1,SHEET 6 ,D4 •�- 3 — '��d� Iy y� INTERLOCK � •' EDGE i 70 `: 6j EXTERIOR 6 4 °• DISTANCE 6J ASTRAGAL b BOX SCREEN I cIIII POCKET R �� � ..-'f ;L. ` '• ' LOCKSTUI gq 105 0:6) I I ---- PANEL WIDTH - I .._.._•.............. I---- PAN[L WIDTH 100 1/4•MAX. FOR 12=1 DOOR FRAME WIDTH -- -- LOCKSTILES, TYP.ANCHOR TYPE,EMBEDMENT , ASTRAGALS, DOOR FRAME WIDTH -� AND EDGE DISTANCE PER FIXED 68 � �SUBSTRATE,SEE TABLE 1,SHEET 6 JJ/ STILES AND 114'MAX.'I /-7 GE HORIZONTAL // 'i RAILS �J T \C�_ . l ED SEE NOTES —J EDGE @ .."/ DISTANCE �© 118 X 3N'SMS REINFORCEMEM •DISTANCE 3&6 - SCREW;3 PER RAIL,LOCATED BELOW AT CENTERLINE AND 9'FROM ENDS(FACTORY INSTALLED) 1_-- 2.316'ROW 2.318'ROW j 8 �G:DS]-�.-�- 11�- 8 p SPACING FOR r- TYP.ANCHOR TYPE, SPACING INTERLOCKS EMBEOMENT AND EDGE rq —''1 �' t` ✓�� / / ONLY - DISTANCE PER SUBSTRATE, SEE TABLE I,SHEETEMBED EDGE EDGE . � •I MENT L � - o - ° DISTANCE FIXED PANEL CLIP ,CONCRETE/CMU ( ANDANCHORS,SEE 116 - __""��P •; PERANCHOR DETAIL SHEET STANDARD SCREEN REQUIREMENT 2X WOOD BUCKSTRIP EMBEDMENT FIXED STILE111 OR FRAMING,SEE TYP.ANCHOR TYPE,EMBEDMENT -PANEL WIDTH EXTERIOR t15j ---I�--1/4'hux. NOTE 4,SHEET 1 AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD BUCKSTRIP ^ OR FRAMING,SEE SEE TABLE 1.SHEET 6 EDGE NOTE 4,SHEET ID AIL 3 DETAIL 26 DETA LI 3 i DISTANCE jF IMO WOOD INTERLOCK , INTO MASONRY i NONSTRUCTURAL ANCHOR EMBED- - 1/4• MENT � r MAX. _L NOTES 1)DETAILS APPLY T02,3 AND 4 TRACK •�• ,(tY(':, r,�,� Rerluod BT: Da R.W. I - - CONFIGURATIONS. ;`,,�: '1�•. J R 11 SERIES NAME CHANGE ` 20 OPTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. _ .•,G'c N�p•'•.';� 117/1 Z} I E 45 P-HOOK __ 3)SEE TABLES 2.4 FOR REINFORCEMENT Rewee B! Dero: Ferubn: REINF. _ REQUIREMENTS. •!- a.;1.703 PLATE(12'LONG,® 4)CONTINUOUS ANCHOR PLATE,ITEM p0,IS REQUIRED';' PANEL MIDSPAN -- AT ALL FRAME ANCHOR LOCATIONS. = 1 - D—8y. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR -_ 1'c � ' 46 PREINKF. --I -- ASTRAGAL ADD-ON. - 6 DIY '1 ® HORIZONTAL INSTALLATION DETAILS J ROSOWSKI POCKET EXTERIOR 6)ALLREINFORCEMENTSAREAPPROXIMATELYTHE 6� C.T PLATE SMS. ._` f070TECNNOLOGYDRIVE m: 810%1.114• P-HOOK (� FULL LENGTH OF THE EXTRUSION.REFER TO TEST •,•,• ;;.`.,Il Oy.,• , ;;� j (5)®25/B'D.C. REPORTS FOR EXACT DIMENSIONS. n1'••.`.'.:�••" ;y`',•.' N'VFOJ1CF 1529 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O.BOX 1528 1 DETAIL 1 ;`::\l, NOKOMIS FL 34174 s,1,�a. s 71 sn�a 'F'P nHnB Na -1 f INTO WOOD A.LIINN05117R.P.E. CER7:OFAUTKA29295 570/2770 NTS 5 OF 13 FPA-SGD570-01 A P.E.M 50705 DETAIL 4 INTO MASONRY_ DETAIL 4 DETAIL 4 D_ET_A_IL__4] 1X BUCKSTRIP INTO WOOD INTO MASONR_ TYP,ANCHOR TYPE,EMBEDMENT AND L INTO ALUMINUM I TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, j MIN.2.7 KSI CONCRETE EDGE DISTANCE PER SUBSTRATE, TYP.AN OR TYPE,EMBEDMENT AND SEE TABLE 1,SHEET 6 EAD PER ANCHO SEE TABLE t,SHEET 8 TYP.ANCHOR TYPE,EMBEDMENT AND - ISTANCE PER SUBSTRATE, .�1 EDGE 118'MIN.6C63-TS EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 6 I DISTANCE I` ALUMINUM SUBSTRATE RE E 2.�g• SEE TABLE I,SHEET 6 TABLE I,SHEET6 EDGE _ �{ EDGE SPACING tom'DISTANCE EDGE 2''W I!— Rp DISTANCE r DISTANCE ROW I.SPACING •, I - _ p , EMBED- S — SPACING MENT. B EMBED 8 MENT l—J L114" L_J L-t!4• f� �i14" METAL SUBSTRATES TO BE PROPERLY DESIGNED • g� MAX' 16- 8 II MAX. 8 MAX' TO TRANSFER LOAD IMPOSED ON THEM L O ( _� 100 (� n 1111 TYP.ANCHOR TYPE,EMBEDMENT AND I EDGE DISTANCE PER SUBSTRATE,-PBX 314 SMS 1 1X OR 2X U �"� REINFORCEMENT SCREW; TABLE 1,ANCHOR TYPES; SEE TABLE 7,SHEET 8 18 GA STEEL STUD OR A36 WOOD (' 7 90 62 7 PER STILE,LOCATED AT EDGE STRUCTURAL STEEL BUCKSTRIP, ! CENTERLINE AND B",9"8 minimum Min.Edge DISTANCE SUBSTRATE 110 SEE I 3 12"FROM ENDS{FACTORY Type Substrate Anchor Embedment Distance j NOTE 4, INSTALLED). SHEET 1 i FOR 012 Sheet Metal Scree(GS) 1318" 314" LOCKSTILES, P.T.Soulhem Pine 730 ASTRAGALS, Q I (SO=.55) 114'Elco UllraCon 1-tf2' 1314` `! FIXED STILES 114'Elco Cele-Flax SS4 mir 1-3/4"AND f EXTERIOR s j• HORIZONTAL A Aluminum,6C63-TS min 012 Sheat Metal Screw(G.5) 0.125' 112' I RAILS Steel Stud,Or.33 min. 012 Shect Metal Serew(135) 18ge(0.0451' Irz A36 Steel 012 Sheet Metal Screw(G5) 18ga(0.0451") 1127 DETAIL 4, t SILL RISER VARIES IJJ i I i WITH REQUIRED B P.T.Southern Pine(SG-.55) 012 Woad Screw(G5) 1-318' $14" INTO STEEL 1 i W POSITIVE DESIGN Concrete(min.2.7 ksi) 1!4•Elm Ult aCon 1-3/8" 1" METAL SUBSTRATE DETAILS SHOWN FOR HEAD w ! = I PRESSURE,SEE TABLE Concrete(min.3.35 ksi) ,74"Elco Crete-Flex SS4 7314" 1• (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, FRAME rOn SEE NOTES a: A,SHEETS B 69. C EXCEPT POCKET JAMB) HEIGHT, o PANEL I 3 d 6 N I 19 Ungrouted CMU,Jambs Only 1141 Elco UII.Con 1-tl4° 1° i SEE �{ HEIGHT TABLES BELOW x 18 (ASTM D90) 114°Elco Crole-Flex SS4 1-114" 1314' O = O f 2.3 8 4 F FRAME I lull m i r' 17 Concrete(min.2.7 ksl) 114"Elm UIhaCon 1316" 2-112• w HEIGHT- l i 2-12• I 4518 Ij D Concrete(min.3.36 ksi) 1/4"Elco Crete-Flex SS4 1314" 2.112' RISER 4.1178' i 3.1,2' Ungreuted CMU,Jambs Only 114"Elm UltraCon 1-7l4" 2-1l2" I RISER I!RISER (ASTM C-90) 1f4•Elm Crete-Flex SS4 1-114" 2.112" , i[ 43 44 1 �r3�,;, II�1. NOTES 12 r 1 4 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 24 FOR ANCHOR LOCATION 8 SPACING. I 9 3)SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 121 13 I I QO 1 r 4)CONTINUOUS ANCHOR PLATE,ITEM 08.IS REOUIRED AT ALL FRAME ANCHOR LOCATIONS. 707 t0 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. L(t L 4 2 p 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO 15 8 _7 TEST REPORTS FOR EXACT DIMENSIONS. �\ �/ 1_--�� Q 14 O ut•11118' ,1111, dC�� 1Zr d�� ti Re bad Br. Dam: R.✓uron: GROUT AS J.R -�_. ``;.•''..i_pl�,' ?'.; AME CHANGE ,l4" —( F' NEEDED, �tfq• . 11/17/14 SERIES N MAX. EMBEDMENT• q MAI'�` �, ,t; '.%1-.i Re Wad By; Dam: Revlsbn: r SEE E E , NOTE 5, IN.2.7 KSI SHEETI _.. - y CONCRETEQ - "2'�' Q. Drawn Bl: 2X WOOD BUCKSTRIP EDGE •- _ ® Dom/D6°n' EDGE SILL PER ANCHOR OR FRAMING,SEE +DISTANCE •;_I (a (S 1i i VERTICAL INSTALLATION DETAILS J ROSOWSKI DISTANCE TABLE NOTE 4,SHEET 7 TYP,ANCHOR TYPE,EMBEDMENT ' 1'"`_"t Oam: TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE I, ��"'^•'• 1070 TECHNOLOGYDRNE Tied: AND EDGE DISTANCE PER SHEET6 AND EDGE DISTANCE PER -.''•'L1'!ILJ•• •(j;: N.VI]4ICF-a 34275 I SUBSTRATE,SEE TABLE I,SHEET '(J SUBSTRATE,SEE TABLE I,SHEET6 '�,J�;` l •IV:�-;;;,.•.' P.O.BOX 1528 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 5 DETAIL 5 INTO MASONRY INTO WOOD 'r I r t?t NOKOMI,S,FL 34274 Sed. ; S.W. S1roah Wentnu No. Ror. A.LYNN MILLER,P.E. CFJ7T.OFAUTN.029288 570/2770 NTS 6 OF 13 FPA-SGD570-01 A i P,E.9 58705 4 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD ATTACHMENT HEADER (6)ANCHOR CLIP INTO CLIP INTO BLOCK 60 ASSEMBLY TYPE AS USED PANEL p. FRAME INSTALL ONE BLOCK AT o IN INSTALLATION, STILE ° JAMB& EACH INTERLOCK. (1 TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL \ it (3)#10 X p p kklSEE ONE BLOCK THAT TABLE 1 SPANS BOTH PANELS. 9 1.6-SMS �-- �/ I (3)#8 X 1" SMS pi 1 \ `I :I •Jit ! O l_I ` h I 'I //VTHREAD-CUTTING O �� 1 .._. _.. .. FIXED PANEL CLIP \ I CLIP JAMB LOCATION. I J _ 0 1 I (1-= FIXED58 INSTALL ONE CLIP AT THE MIDSPAN i OF EACH FIXED PANEL-To FRAME I i AM ) SCREW J (2)#8 X I- s m S 'SMS PI Ul I \\ PLATE COVER( I SEE r ® 68 #10 X 2"SMS(4) RE TABLE 2,IL INF.PLATE SHEET 8 #8 X 1-3/4"SMS© „� ` �• I 'I I + _ Z\\. i t I 10 {I I I I \ 1 Ir \I KEEPER JAMB TO p SILL ASSEMBLY ��- \`1\ MB (t LOCKING JA] KEEPER TO JAMB / \ •\ I , I ATTACHMENT - d REINFORCEMENT PLATE / SHoNml\\\�� ! ❑� III I FOR DOORS OVER 96".10 ANCHORS \ Q / '"� 10 KEEPER I 3",6',9',12",&46.5"FROM EACH END NOTES � I( I 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.\ 2)SEE SHEETS 24 FOR ANCHOR LOCATION 8 SPACING. 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. i I 4)COMINUOUS ANCHOR PLATE,ITEM 0.IS REQUIRED AT o I i INTERLOCK ALL FRAME ANCHOR LOCATIONS. _ ®REINF. \�- O(42#SMS II COVER � lox� INTERIOR i o.•I � I EXTERIOR INTERLOCK 1I REINF: R L,v,; RDW ­I BOTTOM RAIL p, PLATE \ aw %. i, saee� Tmn' .raon: 11 SUPPORT #10X2-1/2' OC•1+8c''- - J.R. 11/17/14 SERIES NAME CHANGE Q` SMS \ .:� NOHmaey: Qom: ReNsbn: (2)#10X1^SMS THROUGH SUPPORT, INTO PANEL / � 0ssclpcm: L 2"SMS PANEL \ a',� 6_C° �f :`-'f= ACCESSORIES INSTALLATION DETAILS J ROSOWSKI— #10 X �.. INTERLOCK SILL RETAINER ASSEMBLY ^�'•..'tolt;::j`•';r:l` 10 07EC,OLOGa 2Di"E Tn'. CLIP ATTACHMENT ALL PANEL CORNERS WELDED, P.o.Box 75zv VINYL SGD INSTALLATION GUIDELINES 11/18/10 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS r r;'; i t ,+ NOKOMIS.FL 34271 �: Saw: s�t 0�--my Na Ror A.LYNN MILLER.P.E ceRr.ovaurH.azszse 570/2770 NTS 7 OF 13 FPA-SGD570-01 A y P.E.#58705 i TABLE 2: TOTAL A OF ANCHORS CLUSTERED THROUGH THE HEADS SILL AT EACH PANEL �'.'. ••• '`�:;�`�� Series 570&2770 Anchor Quantities and Design Pressures gMEETING POINT.(EX:FORN,3 ANCHORS S \ `•' G i' 3116'HS GLASS+.090' REQUIRED AT PANEL MEETING POINT AND 1 , SG Nf6ilAYER.3116• ANCHOR REQUIRED AT MIDSPAN OF PANEL). ,.;•,;�;;, _ HS GLASS+7/16'AIR FRAME HEIGHT(IN) SPACE+3118'T9TT.CAP 80 84 96 108 120 ANCHORAGE TYPE PER SUBSTRATE REQUIREDTO ACHIEVE THE DESIGN i 1 I PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE "o Q bmo°m"m Q �°o m�" TABLE I,SHEET O,FOR COMPLETE)° NOM. PANEL FRAME ANCHOR LIMITATIONS. a: ^`_Ac'.,L,.;Y.1N'..r(L.J'.•O{{M`..dL. 15�L.l '8L'7:1E. 0.•'R'5 ' ,;P•E.. H m F.E.)1'3 'S a 1 (IN) 1. i 'riWIDT .o m. W PANEL FRAME t- WIDTH SIDE _ O I I i I � ¢� Y - Q o Heed&Sill 1 3+1 C3+1 ' C3+1 C3+1 C3+1 C3+t I C3+1 C3+1 C3+1 C3*1 C3+1 I C3+t C3+1 C3+1 ! C3+t C3+1 Heed&sm C3+t C', z ti Jamb 5 I 5 I 5 5 5 S 5 5 5 5 I 5 S 6 6 8 B 6 B I 6 I 8 Jame s � 24 P11ook 8 8 B 8 8 8 6 8 9 ' 9 1 9 9 10 10 10 I 10 11 1 11 11 I 11 24 P-I-k 8 0 Design +80.0 *80.0 I+80.0 *80.0 +80.0 +80.0 +80.0 +80.0 +80.0;+80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 •60.0 i+60.0 +60.0 +60.0 ollgn -Do.. O [!� Pressure -80.0 -80.0 I -60.0 -80.0 -00.0 -00.0 -80.0 -80.0 -80.0 i -80.0 -80.0 I -80.0 -05.0 -65.0 -05.0 •85.0 •65.0 1 -05.0 I -65.0 1 -85.0 Pmsslee .60.0 Q' 0 W i Head&SN C3+1 1 C3+1 I C3+1 C3+1 C3+1 ' C3*1 C3+1 C3+1 C5+1 ; C3+1 I C3+i C3+1 C3+1 C3+1 C3+1 I C3+1 C5+1 i C3+1 C3N C3*1 NOM. Z Z It- Head Jamb 5 5 5 S 5 5 5 5 5 5 5 5 6 6 6 1 B 6 6 6 8 PANEL- Q ,J WIDT, M OF PANELS = 30 P11ook B 8 l 8 I 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 I It V 0 N Design +80.0'+80.0 I+80.0 +BD.O +80.0 *80.0 +80.0 +80.0 +80.0`:+80.0 i+80.0 I+80.0 +60.0 +60.0 +60.0 +60.0 +80.0'+60.0;+60.0 ;+60.0 W r Pressure -00.0 •80.0 -00.0 .80.0 -80.0 -00.0 -8D.0 • -80.0 -60.0 •80.0 -80.0 -80.0 65.0 65.0 , •65.0 -65.0 -05.0 � -85.0 I -05.0 -05.0 THE MAXIMUM NEGATIVE DESIGN g NCD IL PRESSURE AT THESE ANCHOR Q Il.i O QUANTITIES. Head 8 Sill C3+1 I C3*1 { C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+1 C3+1 j C3+1 C5+1 I C3+1 C3+1 C3+1 C6+1 C5+1 I CS+1 I C3+1 Z m Z W Jamb 5 5 5 5 5 5 S 5 5 5 8 I 5 8 8 i 8 8 8 B 6 8 THE MAXIMUM POSITIVE DP AT THESE Q " 38 P11ook 8 I 6 j 8 8 8 8 I B j 8 9 9 9 ! 9 10 10 I 10 10 11 11 11 i 11 ANCHOR QUANTITIES.ADDITIONALLY, Design +80.0 E+80.0 +80.0 *80.0 +80.0'+80.0 +80.0!+60.0 +80.0 +80.0 +00.0•+80.0 +60.0 +60.0 *80.0 +80.0 +80.0'+80.0 +80.0!+60.0 THE MAXIMUM DP FOR THE SILL HEIGHT U) W J CO I I MUSTALSO BE CONSIDERED,SEE rc Q. J (- Pressure -00.0 i -00.0 I -80.0 - -80.0 60.0 ' -00.0 I -00.0 -110.0 60.0 60.0 60.0 I -00.0 65.0 65.0 65.0 •65.0 65.0 ` -05.0 65.0 I -65.0 TABLE A.THIS SHEET. D Z H000 8 Sill C5+2 j C3+2 i C3+1 C3+1 C5+2 t C5+2 C3+1 C3N CS+2 i C5+2 C5+1 C3+1 C5+1 C5+1 CS+1 j C3+1 C5+1 [C5+1 I CS+1 ; C3+1 TOTAL#OF ANCHORS THROUGH THE ` (n Jamb 5 5 6 5 5 5 6 S 6 5 7 5 B e 6 I B 6 6 I 7 6 p-HOOK t, lL Z 42 P41ook 8 8 i B 8 8 B I 8 8 10 9 9 I 9 10 10 j 10 ; 1011 71 707AL0 OF ANCHORS THROUGH MB ! Q O Design +80.0 +80.0 +80.0.+80.0 +80.0;+80.0 +80.0 +80.0 •80.0'+80.0 j+80.0 i+80.0 +60.0 +60.0 I+60.0 1+60.0 -60.0 +60.0 I+60.0 +60.0 <- a (� 1 Pressure 60.0 1 -00.0 ; -80.0 -80.0 60.0 -00.0 1 -80.0 -80.0 60.0 •80.0 -80.0 1 -80.0 65.0 . -05.0 1 165.0 : -65.0 65.0 65.0 :i__ j 65.0 FIG 1: ,2O Head&Sill C5+2 j CC3-1C5+1 C3+1 C5+2 C5+2 C5+1+2 j C3+2 C3+1 CS+2 C5+2 j C5+2 C3C5+2 ' C5+2 C5+2 t C3+1 C5+2 C5+2 ' C3+1 - J { I OH LENGTH W ; t~ , Jamb B I 5 7 5 6 5 j 7 5 7 8 B 5 6 6 7 6 7 6 8 I 6 DOOR ASSEMBLIES INSTALLED WHERE q 48 P-hook 9 j 8 B 8 10 B I 8 8 ti i 9 9 ( 9 t0 10 iD 10 11 11 I 11 11 THE OVERHANG(OH)RATIO IS EQUAL 1 Design +80.0 1+80.0;+00.0 +00.0 +80.0 +80.0'+80.0 +00.0 +80.0;+80.0 1+80.0 +80.0 +60.0 +00.0 +60.0 +60.0 +60.0,+60.0 1+80.0 I+60.0 TO OR PADRE THAN 1 IS EXEMPTED i Pressure -00.0 -80.0 i -80.0 -00.0 60.0 60.0 -80.0 •80.0 60.0 60,0 60.0 -80.0 65.0 -05.0 I -05.0 i •65.0 65.0 165.0 ; 65.0 -65.0 FROM WATER INFILTRATION I I w RESISTANCE.THE OVERHANG RATIO I:j Heed&Sill C5+2 C5+2 C3+2 C3+2 C5+2 C5+2 C5+2 : C3+2 C5+2 C5+2 C5+2 C3+2 = SHALL BE CALCULATED BY THE a Jamb 8 j 5 I 7 5 8 6 8 5 7 j 8 I 9 5 TABLE A: o FOLLOWING EQUATION: ` 54 P11ook 10 ! 8 ! 8 8 11 8 B 8 12 9 9 i 9 Waterllmlted(+)Design Pressue OH RATIO=OH LENGTH/OH HEIGHT a X c�m i Design +80.0 j+BO.D +80.0,+80.0 +80.0 +80.0`*BD.O +80.0 +00.0 +80.0 +80.0 I+80.0 Nominal Sill Actual Sill Max.(+)DP 2 0 Pressure 60.0 160.0 1 -60.0 -80.0 60.0 -00.0 -80.0 -80.0 -80.0 60.0 160.0 ' -80.D Height Height Allowed t)THE LESSER VALUE OF TABLE ;di A AND TABLE 2 DETERMINES THE 2 , Hoed&581 C5+2; C5+2 I C5+2 C3+2 C5+2 C5+2' C5+2 C3+2 C5+2 C5+2 I C5+2 C3+2 1-11116' 1.888" See 2)el fight WATER LIMITED(+)DP. 3-712' 3.464" +60.0 sf 2)THE 1.11118'SILL MAY ONLY BE Jamb 0 6 ! 8 5 6 6 a 5 7 7 j 10 5 P USED WHERE WATER 1 60 P-hook 10 6 ! 0 8 10 8 { 8 B 11 9 I 10 to- 4-1116' 4.03T' +80.0 psf INFILTRATION RESISTANCE IS Design +67.0 j+80.0 I+80.0:+80.0 +67.0 +80.0 80.0 +80.0 +87.0 +80.0 I+60.D:+80.0 + NOT REQUIRED OR OVERHANG IS j+ 4.510' 4.614" 100.0 psf PER FIG 1.IF 60,(+)CPS SHOWN Pressure 67.0 60.0 -80.0 -8D.0 67.0 - -00.0 ; -80.0 -80.0 -07.0 -00.0 60.0 -80.0 IN TABLE 2 MAYBE USED. i NOTES Reinforcements Required,(8e•Perls on Shut 10) Glace 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. Interlock Lock/Fixed Stile Astragal Astragal Addon Top/Ballom Reil Plate(Part#24,25) Type 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,REM U8,IS REQUIRED A7 ALL FRAME ANCHOR LOCATIONS. ' Part#29 Part#26 1 Part#26 Pert#30 Part#26 Required for Heights ager 98' A 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 8)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. i I TABLE 3: TABLE 4: •• 316'HS GLASS..09W Series 2770 Ancho r Quantities and Design Pressures 31s•tL.cuss..oSo• Series 570&2770 Anchor quantities and Design Pressures SGNIEMAY6R•31V Wa NIa1IAYER+31fr is GLASS.7AV A FRAME HEIGHT ON ANGIASS•7ne•AR FRAME HEIGHT ON � SAKE•316'T W.CAP SMCE-Mr T W.CAP a0 84 96 80 86 98O,V m 0 m ae V • 3d ¢ d2L OdQdm to 20 f G5d •8 d $'d $V` T,e Q Nb5pjg Q NOM. e$ <$ BThS PANEL FRAME PANELFRAME A E " 7m= WIDTH SIDE WIDTH SIDE H t (W) ON) a Q Q A. NN JMILLER, ILLER,P`•.' .;E �. j Head&Sill C3+1 1 W+1 WN W1 C3.1 W+1 C3+1!W+1 C5.1 C3+1 C3a1 j Wat Head&Slit W+1 I W1 W+1 C3.1 W.1 W1 C3•t±W+1 C3.1 C3H W+1 C3.7 <- O ¢ t7 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Jamb 5 6 5 - 5 5 5 5 S 5 5 5 5 24 P-h-k 6 & B e B 8 8 8 9 9 9 9 24 P-hook 8 ' 8 8 B 8 8 6 B 9 9 9 1 9 DO -IC j O.Slgn +90.0:+90.0 •90.0 +90.0 +90.0 +90.0 +90.0 .00.0 +90.0 +90.0 +90.0'•90.0 Design +60.0 +60.0 +60.0 +80.0 •60.0 t•60.0 +00.0 +60.0 +60.0.+60.0 +80.0 1+80.0 ` Ln PICaSere .90.0 50.0 .-90.0 .90.0 .90.0 -90.0 -80.0 -90.0 90.0 -90.0 90.0 -see Pressum .60.0 -60.0 60.o 60,0.60.0 -80.0 -80.0 -00.0,60.0 60.0'•60.0 O � 0 Mood&SIII W+1 W.1 W+1 C7.1 C5+1 W.1 W.1 W+1 C5.1 CS*t'C5+1 C3+1 Head&SiU C711 C3a W.1 +1 C7+1 C3+1 C3+1 C1+1 C3+1 C3+1 C7+1 1 W+1 (n d Jamb 5 5 5 5 5 5 5 5 5 5 e 5 LPI 5 5 5 5 5 5 5 5 5 5 5 5 }0 W 2 1 30 P-hook 8 B B B t1 B e 8 9 9 B 9 30 8 6 8 8 8 8 B B 9 9 B B @�@ Ur W •p a . JD ign +90.0 +90.0 +90.0.+90.0 +90.0 •90.0 +90.0;+90.0 +90.0 +90.0 +00.0 +90.0 +000 +60. +80.00.0 +80.0 +60.0 +60A•+60.0 +00.0 +60.0 +60.0 +60.0 C � Z Z �Wsure 90.0 !.90.0 %.o -90.0 90.0 50.0--90.0 I'90.0 -90.0 .90.0 i 90.090.0 j 60.0 -80.0 0.0 50.0 60.0 •60.0'-80.0 60.0,-60.0:•80.0 1•80.0 Q J &Sill C5+2 C5+1 W+1 C3+1 C5.2'C5+1 C5+1 W1 C5+2 C5+1 1 C5+1 C3+1 Head&Sill C3+1 W+1 1+1 C3+1 WaI WN C3+1 1 W+1 W+1 'WN'C3+1 I C3+1 = W b 5 5 6 5 5 5 6 5 6 5 7 5 Jamb 5 5 S 5 5 5 5 5 5 5 5 5 V 0 Ch 101k 9 8 a a 9 B 8 8 10 9 9 I 9 38 P-hook B 8 8 8 B B 8 B 9 9 e 9 W CO - LL s 1gn •90.0 +80.0 +90.0 +90.0 +90.0 +90.0 490.0:.90.0 +90.0 +90.0 .90.0'•90.0 Design •60.0.+60.0 +00.0 +60.0 +60.0 +80.0 +60.0:+60.0 +80.0 •60.0 •611.0!+60.0 Q W (7 O -- 90.0 -90.0 -90.0 -90.0 -90.0 90.0 -90A 90.0 -90.0 -90.0 90.0 -90.0 Press- 60.0 60.0 50.0 60.0 60.0 60.0 60.0 50.0 50.0'60.0 50.0:60.0 §! &Sill C5+2 1 C5+2 C5+2 W+1 C542 C5.2 C5+2'C3+1 C5a4 C5+2 C5+2:C3+1 Head&Sill W+1 C3+1 W1 W+1 W+1'W+1 W+1 W.1 CS.I C3.1 C3+1 !C3+1 Q O y b 6 S 7 5 6 6 7 5 7 B B 5 Jamb 5 5 5 5 5 5 5 5 5 5 5 5LLJ �•-- ok 10 8 8 8 10 8 8 8 11 9 9 9 42 P-h-k 8 8 8 B B 8 8 8 9 9 a p 9 (Q W J ign +90.0 +80.0 +90.0 +90.0 •90.0 +80.0 +90.0 +80.0 +90.0 .90.0 +90.0 +90.0 Design +60.0;+60.0 +60.0 •60.0 +80.0 +80.0 •80.0:+60.0 960.0 +60.0 +80.0:•60.0sum 90.0'90.0 -90.0 -sae -see 9D.0 -90.o 50.0 90.0'-90.0�90.0 1 90.0 Pressure 63.0 •60.0 60.0 60.0 50.0 60.0 60.0'-60.0 50.0 i 60.0 60.0'60.o � QHZ B SIII C5+2 C5+2 CS+2 C3+2 CS+2 C5+2 C5+2'C3+2 C5+2 C5+2 C5+2I C5+2 Head&Sill W2;W+1 C3+1 W1 W2 WN C3.1 WN C5.2 C3.1 W1 C3.1 zz b 7 6 8 5 7 6 B 5 7 7 t0 5 Jamb 5 5 5 5 5 5 5 5 5 5 6 5 ti W Z ok 11 a BB 12 8 8 ' 8 12 9 10 10 4B P-book a B 8 8 B a a 8 9 9 9 9lgn +90.0 +90.0 +90.0 +900 .90.0 +90.D +90.0'+90.0 +87.0 +90.0 -90.0 990.0 Design •00.0•+00.0 +80.0 +60.0 +60.o +60.0 +60.0 +60.0 •60.0 .00.0'+60.0,+60.0sum -90.0 .90.0 .90.0 -90.0 1•90.0 90.0 90.0 90.0 1 67.0 -90.0 90.0 90.0 PM35Ute 1 60.0 '60.0 60.0 60.0 60.0 -00.0 60.0 60.0 1 60.0.60.0 60.0 60.0 r � n Z N Reinforeemonts Required,(Soo Parts on Shoot 10) Glass Type, ReinroreementB Required.(See Parts on Sheet 10) Glass Type, -J syn i Irdedock LocklFbceO SUIe Astragal Astragal AOOOn TOpBOlIOm Rail 1380 Shoot 1) Imedock Lodkl-d SIBa Aslrogal Astragal Addon T eltom Rail (Seo Sheet 1) W Z a L0 Parts 29 Part#26 Part#26 Parts 30 Ped#Z6 A Standard Pad028 Pad#26 PPW#26 B an#26 Pad#30 'therrnal-Cotionl Pad#28 I Pari#27 Pan#27 Part#30 Pad#27 B,C TABLE KEY: NOTES ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN TABLE A: 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. k PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, - 2)SEE SHEETS 24 FOR ANCHOR LOCATION&SPACING. ul e+ SHEET 6 FOR COMPLETE ANCHOR LIMITATIONS. Water-Limited(+}Design Pressure 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. U O NOW 4)CONTINUOUS ANCHOR PLATE,ITEM p8,IS REQUIRED AT ALL FRAME �,+ a:o:o N PANEL FRAME Nominal SIII Actual Sill Max.(+)DP ANCHOR LOCATIONS. o Y 2 WIDTH SIDE $ TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD&SILL AT EACH Height Helghl Allowed 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. u 1 OM <fi PANEL MEETING POINT.(EX:FOR C3+1,3 ANCHORS REQUIRED AT PANEL 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). 1-11118" 1.666" See 2)below FIG 1: Head&SBI W+1 Jamb 5�. TOTAL#OF ANCHORS THROUGH THE JAMB. 3.112" 3.464" +60.0 par ON LENGTH 24 P-hook 8- TOTAL#OF ANCHORS THROUGH THE P-HOOK. 4-1116" 4.037° +80.0 pat DOOR ASSEMBLIES INSTALLED WHERE i Design •90.0 THE OVERHANG(OH)RATID IS EQUAL THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY, 4-516•' 4.614° +100.0 psf Pressure -90,0 -`' TO OR MORE THAN 1 IS EXEMPTED ��THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE 1)THE LESSER VALUE OF TABLE A AND TABLES FROM WATER INFILTRATION NOM. TABLE A.THIS SHEET. 3 AND 4 DETERMINES THE WATER LIMITED(.)OF. wl RESISTANCE.THE OVERHANG RATIO PANEL=FRAME WIDTH 2)THE 1-11116"SILL MAY ONLY BE USED WHERE = SHALL BE CALCULATED BY THE WIDTH #OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. WATER INFILTRATION RESISTANCE IS NOT o FOLLOWING EQUATION: REQUIRED OR OVERHANG IS PER FIG 1.IF SO, -DRS SHOWN IN TABLES 3 AND 4 MAY BE USED, ON RATIO=ON LENGTHJOH HEIGHT j i i 5.875' I 3.000• 1.595- -- 1.595- I 1.570- I-�- 1.430' Imo- r- -�1---,�--� - --rte --� -- -�-_r 100• >r� T I ❑ 1.a12 O � L__-_JJU111IIIIIII Islas' 24 REINFORCEMENT 1 1.445^ -.125' ��I - -1 oo LS�� -z2�_1 RIGID PVC 110 2.833' Lt' !- ,300' 2.768' .400'- 2.769' 2.388' O2 TRACK HEAD/JAMB O2 TRACK SILL r.22TJ -1 RIGID PVC RIGID PVC r `•125" •120' 1 ,182' .120 1i .182' 1 I.... ----.8.250•. -1 I--2.6x7•--'1 T r���� � RRez((stto -� ©REINFORCEMENT AND STILE © AND STILE ©REINFORCEMENT REINFORCEMENT tate - ISI.too -I r=,1 8005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6005-T5 ALUM. 6005-T5 ALUM. pp. ��L�[ �� _�•,���� t.sea° 6005-T5 ALUM. COMPOSITE 2.511 O 3 TRACK HEADIJAMB t I RIGID PVC 3 TRACK SILL -.oso ®RIGID PVC 3Bs i �Jt I--- 10.625`----------1 10.635" 7 j I 700' • -_1�•-� ` �•-1 ,��-;�rr�� 3.463" JCJIlO CILJ ,DU )a I��-.690• I Tlltr � 4.279•❑ ❑I��❑ 1.812' �f^�1❑( IO � I1.688" 125' 2.710' 4.635' A .100' I -1 R�'�I fn ILf-l_I'rILJ1.�L'LIZJLrl 2. � �1J1 �'4 TRACK HEADIJAMB 1 4 TRACK SILL 2 12s7 { J-�,� - RIGID PVC RIGID PVC 2.281 1 2.1,6 _L - --� 1.875' I- ?{ sao .930' t-I 1-•-.550' Sbo �{�J�I' 1.000 0 ASTRAGALADD-ON 31 REINFORCEMENT @INTERLOCK 36 ASTRAGAL ADD-ON PANEL STILE,3© AND BOTTOM RAL 4F 11 sbg• r ©REINFORCEMENT PLATE ADAPTER RIGID PVC soo }rte' soo 6005-T5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC �{•�--.062• .125'-I .301'J .062• �..... --IIS-.062• FRAME SCREW els I� s7s ,.020 1,343• ANCHOR PLATE TRACK INSERT KEEPER BOTTOM RAIL I I IF OCOVER ©6063-T6 ALUM. Q 606376 ALUM. 10 6063 T6 ALUM. 11 SUPPORT T � o6z (`•062 tso6 a oso 15x3 - RIGID PVC 6063T6 ALUM. tss3 1.993' � I 1.627 T $ 1.435• ;� --�1.435' -^I 1.487• �-- -^':S"--.062• i iJ L .320'J{ .055'. 1.673' F--- 1.4BT )- .j-Jp .L } L I r�� -( �' I I -� 1.510` BOX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN DB2°J oso• @ TOP RAIL 91 BOTTOM RAIL 82 SIDE RAIL @ ASTRAGAL OXO ADAPTER .060•J ass �- 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. 12 OUTER COVER SILL 13 COVER SILL OK BOX 14 ADD-ON SCREEN SILL 15 TRACK SCREEN ©AND JAMBBOX EN HEAD ADD-ON �} 1.087• 1.081 6o063T6 ALUM 955• RIGID PVC RIGID PVC 6063-T6 ALUM. 606378 ALUM. RIGID PVC 1 1{1.zoz 1-Tr .075• tna' t7ra ers - �I( -7sz• 2.060• r .850•-..,,j..� .DSB` .094•J N 29751.Ba5• 1.653• I I STD.SCREEN STD.SCREEN STD,SCREEN FIXED PANEL CLIP II 3464" I 4'041• 517x. 110 TOP/BOT.RAIL 11i SIDE RAIL 113 ASTRAGAL 60 6063-T6 ALUM. 1 28a L I 1.sa3 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER !� ' � .oso• i psp. .060• tum� t 1 I 6063-T6 ALUM. -- 060• �' ;.� Ro*WBY. D&W R6WiyL' SILL RISER SILL RISER SILL RISER P-HOOK ADAPTOR .... 17 6063-T6 ALUM. 16 6063-T6 ALUM. 19 6063-T6 ALUM. �6063TBALUM. 21 E ; J.R. 11/17/14 SERIES NAME CHANGE 6063-T6 Q'- .r'I. Re ALUM. L odsy ls: aRM ac s By: i -i . f-- tD 1soo �� „I` ® PART DETAILS J ROSOWSKI j 1.261' �i 1.261' 1.281 _ .210• -- .252'�•{��� .173'-- 1 � O, '•ya'1 1070 TECHNOLOGY DRIVE TWO. Demo .125• LCc"'' 4.; N.VENICE.FL 34275 T `- •.......• VINYL SGD INSTALLATION GUIDELINES 11/18/10 1-1116"BEVELED BEAD 1-1116"OGEE BEAD 1-3/16"OGEE BEAD P-HOOK REINFORCEMENT yt;,; P.O.60X 1529 1 ©RIGID PVC ©RIGID PVC 80 RIGID PVC @PLATE �.,`t' NOKOMIS•FL31274 s„�,4N arae sneer• au.o�Na se7Bs Rer. A.L'/RE MILLER,P.E. 606376 ALUM. P,E.IF CERT'OFAUTM#29M 570/2770 NTS 10 OF 13 FPA-SGD570-01 A r i Part# PGT.# Description Part# PGT.# Description Part# PGT.# Description 1 619001 2-Track Head/Jamb 5o 419042 Frame Header Block Box Screen 2 619002 2-Track Sill 51 48052 Roller Adj.Hole Plug 90 612256 Screen Tap Rail 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail - 4 619026 3-Track Sill 53 41736 SGD Panel Come-along Cover 92 612258 Screen Side Rail-Lockstile 5 619027 4-Track Head/Jamb 55 71696 Dust Plug 93 64344 Screen Astragal 6 619028 4-Track Sill 56 1 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter 7 619009 Frame Screw Coker 58 619037M Fixed Panel Clip 95 64428 Screen Double Interlock !!:' !'•� . 8 619031 Anchor Plate 59 71696G Sill Plug 96 617347A Screen Bug Flap A.LYNN MILLER.P.E. P.E.N 58705 9 619007 Track Insert 61 78X38PPTX #8 x 3/8"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set r 10 619029M Aluminum Keeper 62 78X34PPSDAX #8x3/4"A.Ph.TEK- S.S. 9e 72DX1X 1/4-20 x 1"S.S. Y Q o 11 619036 Bottom Rail Support 63 781PSTX #8 x 1"Quad-S.S.. 99 720X112X 1/4-20 x 1-117'S.S. >� 00 i t` i 7 12 619006 Outer Sill Cofer 64 781 PQX #6 x 1"Pn Quad-S.S. 100 71793G Wstp,.270"x.150'-Fin Seal p O 13 619011 8111 Track Cover 65 78X114PHPT41OX #8 x 1-1/4"Ph.Pn.TEK 101 7SRAZ Standard Roller (1) 14 619039 Box Screen Sill Add-on 66 710XIPPSDAX( #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. W U) z Q, 15 619012 Outer Screen Track(Standard Screen) 67 710X115PPX #10 x 1-1/2"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset —� W 4 16 619038 Box Screen Head and Jamb Add-on 68 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers Q Z W J 17 619022A Sill Riser-(DP60) 69 710X212PPDAX #10 x 2-1/2"Pn Ph,Tek S.S. 105 7SDKEEP Screen Lock Keeper U WW p7 18 619023A Sill Riser-(DP80) 70 712X112PP 912 x 1-1/7'Ph.Pn.A Standard Screen W LL- 19 619024A Sill Riser-(DP 100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail 2 0 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Reil(Latch) Z Z ' 21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1/16" 112 612033 Screen Frame-Side Rail 0 24 619014 Reinforcement Cover 74 Metal Spacer-9/32" 113 617363 OXO Screen Astragal N Adapter LU ~ P Q 25 619030 Reinforcement Plate 75 Urethane IG Sealer 114 64853K Vinyl Astragal J J ~ 26 619017M Top,Bottom and Stile Reinf.(Alum) 76 Silicone-Foam Super Spacer-7/16" 115 617356 Screen Sill Adapter Q Z 15 27 19046 Top,Bottom and Stile Reinf.(Comp.) 77 Hot-melt Butyl 116 GFP95K Bug Flap ` W U) 28 619018M Interlock.300 Reinforcement 78 619010 1-1/16"Beveled Bead 117 7R42DK Rivet — I,_ 29 619013M Interlock.400 Reinforcement 79 619D15 1-1/16"Ogee Bead 11e 74XIPA 94 x 1"Ph.Pn.SMSr 0 r 30 619019M Astragal Reinforcement 80 619016 1-3116"Ogee Bead 119 78X112PSATS 48 x 1-112"Ph.Pn.SMS A Z LL (n N 31 619035 Reinforcement Plate 82 62139 Ogee Vinyl Muntin 120 41703N Screw Boss Bushing 6 m 0 J g 35 619005 Interlock Adaptor 83 63609 Insulated Glass Muntin-Horizontal 121 712027 Comer K Wheel Assy.(Standard) J a Z 36 619008 Astragal Add-on 84 4CONN I.G.Intersection 122 712027SS Comer Key Wheel Assy. S.S.w/beating} � 37 619004 Panel Stile,Top/Bottom Rail 85 7558K I.G.Gridlock Clip-7/16" 123 41805K Screen Handle 40 716609 .187 x.280 Finseal(Stile) 86 7560K I.G.Gridlock Clip-5116" 124 41806 Screen Handle Slide 41 71695K 1-1/7'x 1"x 3/4"Fin Seal Dust Plug 125 704/68 Screen Latch Assy. o 42 419041 Interlock Gip Cover 126 7SNKPN Screen Keeper �ti 43 78153X Tandem S.S.Roller Assy. 127 61693K Serrated Screen Spline-.145" o 2f 44 78153N Tandem Nylon Roller Assy. 128 61692K Screen Spline-.165" oY o x g 45 619043 P-hook Reinforcement Plate 129 61694K Screen Spline-.150"P 46 71OX125FPSDX #10 x 1-114"FI PH SMS 130 61816C20 Screen Cloth NOTES j 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. f 1 i TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE D K L D 2P2TAM F xx 1 P2T A M 6P3T R P 2P2TP R X XXX X OXO SO C M °S L D XO O% g F FB 3P2T S O K T 2P2T a M M A 6P3T — P R xx XX M A SO C M DS OXO OXO XX%XX% D K 3P3T e F L B D B F F 3P2T NOTAVAILABLE A M R F B P M N a , xxx 8P4T xxx D K DS g F B F O%%%%%%O A R 4P4T B F L D 3P3T L1 DS SD A B A M F F F g B J M b a u xxxx xxxx 8P4T M a XXX n OXX D K 2P2T c MI I xxxxxxxx B F X% 3P3T P M M DS SD A B F o d xxx F = 4P2T xxc M L D %%X% 4P2T R P NOTAVAILABLE C M oxxo 6P3T e B F F L D C M 4P2T ' A NOT AVAILABLE XX%x%X C M X%%% B F O B F K 8P4T B F B F B. F M A C M 4P4T J J M a u uD°X M DS OS SD SD A %XXX %xxx D K B F 4P4T e F P R J J M A U U DS DS SO 50 M A o .•.`+++ ll�, RoriaedBY• DaIa• RoNaiwe: x%xo o7D« 4 - I `I•'•''' '•"-'1 '': J.R. 11/17/14 SERIES NAME CHANGE L ° L ° INTERIOR `.•`• .,: RnWe4 By: Dew R,rtrbn: 5P3T flP OxX7(0 SCREEN OX%XO SCREEN - �!;. ,^ _ ® DasalpLlal. Wox�I By. i EXTERIOR SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI F L D A M L O B _J I— '.•:1 �OI« l:l� De M: 1070TECNNOLOGYDRIVE M. SP3T M No No A ;,• ;..T'.•; N.VENICE FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 i SCREEN SCREEN '�'. ��� •'•.-•.:::••'.��,`•., P.O.BOX 1B29 %X%X% .'�i'•=':�•)t-...+�•: `G�.,•' NOXOMIS.FL 34274 SeMa4Ao0aL• Srala SMoh 0-4v No. Rer. l"t l-. IA.•1,Y1•INMILLER,P.E. 570/2770 NTS 12 OF 13 FPA-SGD570-01 A P.E.q ILL CERT.OFAUTN.A2029B P SINGLE _ FIXED F SINGLE SINGLE C DOUBLE ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK R FIXED � __� SINGLE H SINGLE �� SINGLE M LOCKSTILE C7 DOUBLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK T ASTRAGAL FIXED '! SINGLE J LOCKSTILE I� � ASTRAGAL (BOX OUT) OUT LOCKSTILE K INTERLOCK LOCKSTILE SD SINGLE DOUBLE T ASTRAGAL P FIXED U ASTRAGAL _ _ LOCKSTILE INTERLOCK INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT A DOUBLE ©NTERLOCK LOCKSTILE I S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE -- OUT (BOX IN) IN U ASTRAGAL CT LOCKSTILE S FIXED �_ ASTRAGALA SINGLE LOCKSTILE (BOX IN) LOCKSTILE --+'� IN INTERLOCK DS DOUBLE SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL p LOCKSTILE SINGLE (BOX OUT) INTERLOCK -- OUT INTERLOCK NOTES 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 24 FOR ANCHOR L R ASTRAGAL SINGLE J ASTRAGAL LOCATION LES 2-4 NG. LOCKSTILE 3)SEE TABLES 2-4 FOR REINFORCEMENT OUT INTERLOCK OUT REQUIREMENTS. (BOX OUT) (BOX OUT) 4)CONTINUOUS ANCHOR PLATE.ITEM 98, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL __ SINGLE .� LOCKSTILE — ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN C SINGLE ASTRAGAL (BOX IN) INTERLOCK IN ``,ly :r) , `;, RoWeC Sy: Dear Rarsbn: r•=' '` = J.R. 11/17/14 SERIES NAME CHANGE c INTERIOR R.H°id Br' 0a6: Ratbm BSINGLE SINGLE INTERLOCK INTERLOCK ® Da,eroaon °�" Br EXTERIOR �,� 6 (ol�S PANEL TYPES J ROSOWSKI f F� 1070TECHNOLocYDRIVE Tho Dela: SINGLE �/ f; ' N.VENIC�FL31T75 • VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O.BOX 1529 INTERLOCK I LOCKSTILE --� i,,;;!f:,•',.,••` NOXOMIS.FL 34274 samvMoax scare: sneea Da Mag Na Rar. A.LYN<J .ILLEFL:P.E. CERT.OFAU7H.#20M570/2770 NTS 13 OF 13 FPA-SGD570-01 A P.E.#5870.5 i M IAM I•DA17E miAIII DADS COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 > CEPTAI�iCE �QA, -.nvw.miamidade.Rov/economy PGT Industries,Inc. 1070 Technology Drive orth Venice,Fl.34275 Scop 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 Veloct 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 01 through 25 of 25,prepared by manufacturer•,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lyn; Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade Con Pr i ctCon r1 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAIWATION 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 No. 13--0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-1103f1i MIAMlDAq) COUNTY rt` S�:�� Expiration Date: May 26,2016 Approval Date: February 12,201 ��� ES Page 1 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 0 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and seated by Marlin.D. Brinson, P.E. (Submitted under previous NOA No. 10-0819.0 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5"' Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory.and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5°i Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Millar,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC-2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. t aime D. Gascon,P.E. Product Control$eetioii Supervisor NOA No.14-1105.41 Expiration Date: May 26,2016 Approval Date: February 12,2015 )C-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NDA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13--0815.05, issued to PGT Industries, Inc. for their "PGT Seizes Aluminum Clipped Mullion—L.M.i.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERALNOTES: n v NON-IMPACT OR LARGE AND SMALL ° F ak MISSILE IMPACT-RESISTANT PRODUCTS F DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO TION IS UNI REQUIRED FOR THE :(i 3 x FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE �te^te a EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.....-................_1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........._..................1 3� o ELEVATIONS......_........................_1 R" �o FIGURE 1: MULL TO 2X WOOD_.....................2 MULTIPLE FORVERTICALMULL nacHESToBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS[—OP8N1NGW101HHAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULLTO1X8MASONRY.._........_2 MULLIONS / -� SEE DETAILS INSCRIBED INSIDE MULLTOMINSTALLATS NOTES --.--2 a-D,G,H; RECTANGULAR NOT HAVE A GAP OF,MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY_._...............3 LL SHEETS 23 SHAPE MULL TO STEEL STUD.._..............3 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 B ro F I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/160.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS......................._....3 Z N ALTERNATATE CLIPS..._....._.........4 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. eav MULL INSTALLATION......._....4 O W 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.126 MULL SPECS....._........6 W ) 1%2X.376 MULL SPECS............8 INSTRUCTIONS. IX2.76X.376MULL SPECS..._.._.7 d'6 u) 1X2.76 X.65 MU LL SPECS............8 Z ,A SEEADNRUI Q / I / III /11 I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS....._.9 DO O o SHEETS 2.3 I III I \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER i X4 X.126 MULL SPECS_..._........10 (- 0 1 A THRU G; 1 X 4 X.375 TUBE MULL SPECS....11 I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4X.376 T MULL SPECS........11 W 1 - - --r srlEErsza PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26 X 3.188 X.285 MULL SPECS 12 OPENING 1.26 X3.26 X.100 MULL SPECS 13 Z 'W m VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X3.25 X.624 MULL SPECS_...14 MULL FOR 1.25 X3.94 X.824 MULL SPECS_...15 Z'9 LENGTH HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS.........._....16 J Q o Z SHEDE7AILR 2X6%.25 MULL SPECS...._........17 BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q W SHEET 3_ 30'X2.11 X Y M MULL SPECS_.18 2z zz AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X 3.26 DAY MULL SPECS.......19 Z {- Q N o REACTIONS. 45•X 3.25 BAY MULL SPECS...__.20 Q 0 Z `- MULLION&CLIP DIMENSIONS......21.23 I- Z ;5 FENESTRATION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2..._._...................24 U) -j'a $ PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................25 W BE OF ANY TYPE. W `L Y MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING � Z (A / III _ LU er MANUFACTURED CN D CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO 8E USED WITH UQ Q O _-I I PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. .O. Z u) u) o s:0 SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. � I HORIZONTAL A-D, rc� I-- Muu SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCI•RBVISFD Ps w.nplyM9 wltb the Plosldo 'I LENGTH I` I--OPENING WIDTH-1 1--HORIZ MULL LENGTH—�I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT?)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING IlundImcls MULL I I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AacptmwNo OS.• MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN UNri STEP 1). OPENING HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE V1lem7 oft Conlrot OPENING MULL H HORIZ , d f VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 11 t t 1 I I I7 N7 HEIGHT LENGTH Y MULL MULL I I LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE N\\\,\\��............ L L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \,\\ •' •((���i CAPACITY IS MET. A •� OPENING WIDit{ I _ No.,58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL I 7)IF THE MULLION CAPACITY(LBS/FPP))OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FFORTHE FORVERTICALENINGWITHDhiULL('- OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _-0 _;� VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE %00•.•• I�ci�Is �` SEE CORRESPONDING DETAILS MULTIPLE MULLIONS '� y� NTC- 4o:- FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIONfl CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '�iPS,''.....OA•.••'N PRODUCT ASSEMBLY. �7,,OtVAL 0%01" 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MIDI-'_�,P.E. FL P.E.#56705 DETAILA: DETAIL B: MULLION dm ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP T1P.ANCHOR °g w PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY AND 1ENf �SEE See TA13LES 18168 ^Z ATTACMM (OFFSET CLIP SHOWN) STANDARD CLIP SHOWN) SEE NOTE 1. N MULLION SHEET 1. m 1 I FN M ID STANCE. _j I I •} , SEE SHEETS ° eb I I MW 2.7 KSI '•I EDGE ERHER THE I 1 I 21-2J FOR HOLE d I i CONCRETE OR CMU I -4-5 ESEE TABLES J = STANDARDO ° I LOCATIONS 1 I EDGE DISTANCE 18-169 Q'n 111 OFFSET MULL a EDGE o 0 1 e FOR MASONRY O CLIPMAYBE I DISTANCE ° ANCHORS W Q O INSTALLED BY d I II FOR WOOD ° I I 0] THIS METHOD. ° SCREWS °< I I I SIDE VIEW z m N .26WMAXFOR d G ~ O J ° ALL MULLIONS ERHERTHE F- d ° e ° STANDARD OR U g m ' OFFSET MULL ? 7 4 e d° CLIP MAY BE R' W d °a If a INSTALLED BY _ 5 d ° EXTERIOR a THIS METHOD. J N9 Ics rcZ c d EDGE Q Z r .d a DISTAN A4 1— z Q 01 O ° dFOR ° e m Q O Z N r v MASONRY ° ^ a THE OFFSET CLIP I9 ANCHORS ~1i a0 .. LN�I aa o RECOM FOR N J N b° o e d ea FIN-FRAMED EXTERIOR WIND°WS,BUTMAY ,F Y Y ALSO BE USED FORU) (n OTHER FRAME TYPES, U:Z Q Q: z O O ti ag mOsO TYP.ANCHOR PER SUBSTRATE. PER SUBSTRATE, C CHOR TYP.ANCHOR SEE TABLES IB•168 PER SUBSTRATE, SEE TADLES 18.160 SEETABLES DISTANCE IB•1611 I� BUCKSTRIP DISTANCE AND SEE TABLES T ATTACHMENT BUCKSTRIP 18-168 I •• '• BYOTHERS, Eh18EOMENT AND EMBEDMENT' SEE NOTE I, ATTACHMENT ,• SHEET 1. . BYOTHERS, •• e • SEE NOTE I, - SHEET 1. MIN 2.7 KSI CONCRETE OR CL IU PRODUCT REVISED SIDE VIEW FRONT VIEW as=Vl'Ing Whh the Florian OuBdl Oodo Acarpl6BcuNo 4- FRONT VIEW E!0 a ZD INSTALLATION NOTES: :N11.1 Dade Producl Contm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. \17 i/// 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ``���NONY LYNy ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE Q�,. XICENSF•.�l�. CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE -*;• '•'P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. _ No.58705 =_ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _-D 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �0•• ' g�0--4: 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY.USE ONLY MIAMI•DADECOUNTY APPROVED ��s•••F�ORIDf\,.•' ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRYANCHORS. '1.S I III, )4 �G A.L'Y 2R,�.E. FL P.E.#58705 DETAIL E: MULLION TO MULLIONX DETAIL C: —1 .1zE nBN. INTERSECTION NOTES: ULLION DIRECTLY ATTACHED TO �(U-CLIP) MULLION MASONRY STRUCTURE MAY INSTALLED IN'TEE'OR'CROSS' I d o (STANDARD CLIP SHOWN) NTERSECTIONS. 4 W VARIES S= = U 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I TYP.ANCHORN EITHERTHE I I PERSUBSTRATE, L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 $o m STANDARD OR I SEETABLES 1B-138 FOR CORRESPONDING MULLION. Z OFFSET MULL I I TOP VIEW CLIP MAY BE I I I Q LWLLIONINSO W THIS LLED METHOD 11 I FOREMASO RYE J W THIS METHOD. I I VARIES J T ANCHORS II � I 812 STEEL SCREWS, � SELF-DRILLING OR PRE-DRILL o MULLION AND USE SMS W m c:' OH m 5 co ` MULLION I-' Z —1 EXTERIOR °a ° THE OFFSET CUP IS z (�Z EDGE DISTANCE e FOR MASONRY m RECOMMENDED FOR E ANCHORS WINDOFINTRWS, BUT INTERSEGTIR < ALSOO r USED MAY U-CLIP ALSO BE USED FOR OTHER FRAME TYPES. EXTERIOR •ate TYP.ANCHOR .4 d 7 O Z PER SUBSTRATE, 4 F W / SEE TABLES ID-138 / TYP.ANCHOR SEE SHEETS 21-23 FOR 1/y I- 0 Nr- PERSUDSTMTE, HOLE LOCATIONS g o S BUC7KKSTTRIP SEE TABLES IB-130 FRONT VIEW EDGE � ATTACHMENT DISTANCE f— (f) U) �• BY OTHERS, SEETABLE8 C.y Z Q EMBEDn{ENT SEE NOTE I, a� Q Z O O SHEET 1. d�' ;0 o • •• •• •� • ., •.• EDGE O S'.O DISTANCE — 2'61� ��-SEE TABLES SIDE VIEW _ MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 10-13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: ' TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, SEE TABLES 18.138 IRODUCPRBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I °� SEE SHEETS ® u complyln8 ivhh the Plodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ulding Codc CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `. HOLE %caepmnw N° FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. \` LOCATIONS _ /DoICA =E7��' MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® lw—rd bade Product Comm 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. EDGE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �� Y LY ie DISTANCE ��� ,��0� , HNqIle ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. FORSTEEL STUDS TIBNNERTHAN SEE TABLES \ �\ FRONT VIEW iB GRAND COMPLIANT WITH THE FL BUILDING 1B-130 P,•' V.ICENy��•'.•(���' CODE,A2XWOOD BACKER MUST USED. h' ATTACHMENT BYOTHERS. NO.58705 ••)�T USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW _ _- NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �'n••• ST O �sr•�/ ANCHOR VALUES MAY BE USED. F ` '.QST •'.<ORIDA,.••'�\>' 2)SEE CORRESPONDING MULLION TABLES, S;()NAL SHEETS 5-20,FOR QUANTITY OF SCREWS. A.L`PNN U11111t,P.E. FL P.E.#68705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED'MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION ori r. a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ��' o SEE DETAILS A-E, 30'OR4V cY U SHEETS 2 AND 3 FOR INSTALLATION /_ u. TO SPECIFIC SUBSTRATES. / BAY MULL 04 MULLION 11 14 'D L O ( O z m rr O O O O O O O 0 0 O O TOP VIEW Z �- SIDE VIEW � I i m O co RHO SHOWNWI'X4'X.126' I TOP VIEW I , z V MULLION I I I I y- J I I I p TYP.ANCHOR EXTERIOR I I I I PER SUBSTRATE, V d m 2 SEETABLES I65 OR 16B Z':0 mTYP.ANCHOR E a s STANDARD MULLION CUPI I EP RSUBSTRATE, I I EXTERIOR a rcZ MODIFIED TO FIT FIELD I SEE TABLES IB-14B (Z I I I .-- Z v CONDITIONS. i I 2'X6'ANGLECLIP, F' a-- 0 Z Q 83 1 I I 2 PER MULLION END,MUST z z N r I I 1 I 1 I INSTALLED INSIDE OF BAY MULL. F F W I UI p MULLION I p Q I I I I � I .J f7i o O I II I p �.Q Y Y 2'X6X.126' N In rn ANGLE CLIP, U Z Q I 1 I 2PERMULLIONEND, 0 a`\` I I I MUST BE INSTALLED d" Z (n 0 0 I(t) 1 INSIDE OF MULL. R m0 y0 m �af I TYRANCHOR Cb PERSUBSTRATE, SEE TABLES 10-14B INTO WCOD, STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR -� `®� PRODUCT REVISED O EOOi:D�jCNOa -C�� �� as wmplying%W1 the Florida pEtt BUlldIUS Ooda E—� e A�eVr�bT u' ✓..01 INT CMU OR STEEL, O r O� ALUM,CMU OR MASONRY H I EDGE DISTANCE Nlami edo Ptoducl Conlro PER ANCHOR 11111111111�� DIsrANCE E PERANCHOR O NOTES FOR INSTALLATION OPTION G&H: \�F�, IGENS�c'•.,cnp NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. y( .• % No.58705 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE /A ' 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11-X.125'MULLION. LOCATIONS. 2)SEE TABLES 10.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 160 OR 169 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;<A •, $-q LOCATIONS. (<` '•.F<ORID�.••' \�� 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. '%�,ONAL 1�1��• A.LYNFI MILLER,P.E. FL P.E.#58705 TABLE 1A a�n Mullion Capacity Table Ibsff?) €R Opening Width(for verticalVsparying mullions)orOponIng Haight(for horizorfalVsparring mullions) SON 60 in 70 in Bo In 001n tooln 1201n 1401n 1601n LR" Irvfll ang. Reduplsr Tr-101ang. Reclanguler TwpRdmit. ReelanlNler Trepmang. ReelangWer TrapRdang• RalongO r Trep•Tieng. Reelengular Trep/7tlang• Rectangular Trepl7dong. Reelenguler Trep/rderg. �q" 1X2%.125 Loading Loafing Loading Loading Leadng Loadmg Leading Lowing Ioadng Loading Lwdng Load6q Loafing Loafing Loading Lowing Loafing c2 V Alum.TubaMullionz421n 128.6 132 932 408 116.6 325 79.9 40a IOTA 321 69.9 408 104.4 319 62.1 .408 104,0 319 Me 408 104.0 319 48.6 405 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 J W 48 in 74.9 312 83.8 268 62.4 312 73A 252 53.5 312 67.0 248 48.8 312 63.2 248 41.6 312 St.3 244 37.5 312 01.0 244 31.2 312 61.0 244 26.6 312 61.0 244 23.4 312 01.0 244 2 tY S (n 60.625 In 63.9 281 70.6 234 53.2 201 611 228 45.6 201 55.7 224 39.9 28t 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.8 281 49.3 219 228 281 49.3 219 20,0 281 49,3 219 W O O s,� 541n Sx-B 247 57.5 207 43.9 217 49.8 202 37.6 247 4l.8 199 32.8 247 41.6 198 29.2 247 19.4 194 26.3 217 18.< 183 21.8 247 10.1 197 18.8 247 38.1 193 18.4 247 38.1 183 ? M m 601n 38A 200 41.2 170 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 20.9 160 21.3 200 27.1 •169 19.2 200 25.9 167 16.0 200 25.0 158 I-- � J 6J In 37.1 181 35.J 133 27.6 181 30.3 162 23.7 181 28.9 149 20.7 let 24.5 148 18.4 181 22.8 144 10.8 101 21.7 143 M 661n 28.9 165 30.6 142 24.0 165 26.1 139 20.0 165 23.1 138 18.0 165 21.0 134 Z S 72 In 21.2 1J9 2J.3 120 18.5 139 We 118 16.9 118 17.5 116 � W iLo v n�Z 76 in 10.9 125 18,7 109 1S.7 126 18.8 107 76 In 17.5 118 10.2 104 7 Q N O TABLE 16 ANCHOR CAPACITY ADJUSTMENT FORMULA: ..Z 00, 0 Anchor Ca acI Table)ba ANCHOR CAP.,,,,,,,,, N !N oro `- Subslrela 233 Conctelo 3.5k Coro. Ho9ow GtU Filled Glu PT Wood Alelol (D w)X( >=ANCHOR CAP.,,, W � 511P Elce 1/4'SS Eke 5118'Elco 111.88 Elco X18 Steel 1112 Steel 812 Sled MULLION CAP.,,d„o, x _ Anchor Typo 3116'Eko Ullreeon 114'Oto Uitreean YW Eke Ult- 114'Eko Uilraeon d' Y Y Anchor Clip Patterns ulexon AgBreeala Ullrecon A99recokr S.-I05) Screw(05) USE THIS FORMULA TO OBTAIN THE X U) rn Edge Ml...(mk 1• 2-VT I' 2-U1' 3.118• r 2-IW t' z-trz• 2' 3178• 2• 0.48' 0.64• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN U Q Emt wnmt Mk lora• +ora• 1.314• 1ar4• r +-1r4• t-v�• t-+r4• I-v4• 1-ue• t-v4• z• ta7a• ta16• wAes ACTUAL PRESSURE REQUIREMENT FOR THE O O 2 Anchors®4.752 h11n.O.C.I Standard or Ofsel Up(Fig.1k 300 lbs 390 1b, 450 lbs 890 IM 16441ea 270 lbs 2BO lbs 3541113 740 lb, 374 lbe 664 lbs slates 341 Ibs 44216, 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION d= z (n o 4 Anetwre®1.15'Min.O.G!Standard(or Met)CEP(Fip.2k 480 IM 700113 WA WA WA WA 380 lbs WA WA WA WA WA 682 lbs 885116 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED �_.g �O 5;0 4 Mwhel.03•Min.O.C.1(2)2x5 Arpk Mips I(Fig.3k 760 tea 780lbs 080 lb, 1560 lbs 1898lbs 54011. 560 lb. WA 760 tb3 7481b3 ON lb. 1092 It's 602 lbs US IW 1120 lbs MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 Anchors @ 0.45'hiln.O.C.I U-Ulp,Into.12Y Alum.(Ftp.4k1 WA WA WA Wn WA WA WA WA WA WA WA WA NIA NIA 715lb3 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AnatwfFL6p(Fig.5k 105lba 1951W 225Ibs 1451ba S221D3 135169 140113 1771113 370113 1871113 37xlbs 4731bs 170 lbs 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arohas Q 1.15'MIn.O.CI F471p(F1p.6): 21011n 350 @3 WA wa wA WA 180113 wa wa wA wn WA 341 ros 442Ibs 660163 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PR DUL:T:Lt4V1SRD • • • • ns mtryllyhtg pith 1hg Nlorida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bu0d1PA OOde SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' EA �--- AmyMlco 740 1Q'� 15r4tfratl �u 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - FIGURE 3: Miami adc Produn Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1111 I I I h I I II FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .125. \���•`SON,.....�. �1/� '�i� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Y�,.•' LICCNSF••,`FP i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7ti FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125• _ N0.58705 •- THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.125•MULLION ' LEAST-125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND __0 • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ///I ,�0�'. S ATE�Ofs I �� '•�,<ORIw'.•'G\R� S�ONAL 0,0' A.LYNIJ�vIILI�R,P.E. FL P.E.#68705 TABLE 2A W Mullion Capacity Table Ibse Opening Width(for uerticaly-3panti g mullions)or Opening Haight(for hodzontoly-sparving mullions) bolo so in 701n 801n 00In 100in 1201n 1/ON 1601. m� 10 O Rectangular TrepRriarg. Reclan9Uar TrepRdang. Rulan9ular TrepRAenp. Ruleroular Trep7idarg. Rocteroular TraplTAaro• ReclargUar Treplfdaro. Rulan0elar TrepTAaro. Rularouler TrapRdaro. Rutan9ular Trep/tAeng. 00 ,' 0o rc 1 x 2X.376 Lcedlrg Loading Loading Loading Lwdlro Loadirg Loading Loading Loading Loadln8 Loading Loading LoaTrg Loadhg Lwdlre Loading Loadlrg Loamro o2 z u Alum.Tube P Fa',-• ., R Mullion g �� 1 a a 04�rcm W 421. 170.0 620 170.0 435 161.3 662 170.0 478 12&7 662 170.0 608 113.6 657 169.6 618 100.8 662 168.8 617 80.6, 662 1658 677 7S7 662 1858 617 64A 662 166.8 617 68.7 662 188.9 617 J E 48 In 121.8 607 13&0 419 101.4 607 118.2 410 08.8 S07 108.7 403 750 507 1028 379 67.6 607 99.6 397 60.6 507 89.0 386 60.7 607 99.0 396 43.q 607 88.0 398 38.0 607 99.0 396 W 60.625 In 107.7 456 114.6 378 86.4 456 89.8 371 74.7 456 90.6 364 64.6 4% 84.6 360 57.6 456 81.3 357 61.8 456 80.0 356 43.2 458 80.0 358 37.0 458 80.0 758 324 456 80.0 358 rG n to 7 a 541n &5.4 400 93.3 336 71.2 400 80.9 328 61.0 400 727 322 53.4 400 67.3 318 47,5 400 64.0 316 427 400 623 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 67.8 317 W p Q rJ, 601. 623 324 66.9 278 51.8 324 67.5 270 44.5 324 61.2 284 38.8 324 48.8 2G0 3{.e 324 43.8 257 31.1 324 420 255 26.0 324 40.5 253 222 324 40.5 263 10.6 324 40.5 253 F- t0 J 61 In 611 204 67A 252 44.11 284 49.2 246 38.4 294 43.6 241 33.8 �204 39.8 237 29.9 204 37.1 234 28.8 294 35.2 232 224 294 33.6 230 18.2 284 37.1 230 16.6 294 33.4 230 J 7 611 In 458 266 49.6 230 350 268 424 225 314 268 37.6 221 29.2 268 34.1 218 250 268 31.6 215 23.4 268 29.6 212 19.6 268 28.0 210 10.7 268 27.7 209 14.0 260 27.7 209 Z N i m 721. 38.0 225 37.8 196 70,0 226 321 181 25.7 226 26.4 188 226 215 2S0 185 20.0 225 216 182 150 225 221 780 16.0 275 20.3 177 12.8 716 18.6 178 17.3 226 78.6 178 W 6W 761n 30.0 202 320 177 25.5 202 27.2 173 21.8 202 23.9 170 19.2 202 21.5 187 17.0 202 19.7 165 163 202 764 16'.7 128 202 18.7 160 1D.8 202 1S9 158 8.8 202 1S6 158 J ,Uja `c5 rcZ 711. 29.3 182 28.8 168 27.8 182 25.7 165 20.2 192 22.0 182 17.7 192 18.7 158 16.7 192 151 157 14.2 iB2 158 765 11.8 771 16.2 162 70.1 182 74.4 150 8.8 192 14.2 750 J Q 0 90N 18.5 144 18.0 128 1S4 744 16.1 128 Q � Z N r OD u 981. 16.2 727 16.1 113 ~ u, c, 3� TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (1) Anchor Capacity Table(lb a) ANCHORCAP.,".,,,,,, Of Substrate: 2.7k Concrete 3.5k Cow. HOW CMU F 11ed WU PT Wood Melel (OP-)X( )=ANCHOR CAP.,,, N (0 rn MULLION C/1P.,a,,,,,a F 5718•Elw 114•ss Elw 5116'EIC. 114'SS Eko 610 Steel 012 Skcl 012 Steel 0 x Q O O Anchor Clip Patterns Arch«Typo: 116'Eiw Ullrecw 1/4'Ek.Ultrecw 3116'Elw Uarecw 1l4'Eko Ullrecon ullrecw A9gl« Ullrocon 'AtxaeGetor screx(GS)scmv(GS) Sorew(G5) USE THIS FORMULA TO OBTAIN THE' OR Edge Distance(In7 1' 2-1/2• t• 24/2' &178' I' 2-112• 1• 2.112- 2• 3.118' 2' 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN (L Z�U) rn Embodmenl an 1.314- 1.14' 1-314" 17/4• 2• t-114' 1.1Po• 1.1/4' 144 1.114• 1-114• r tale• lye• terks ACTUAL PRESSURE REQUIREMENT FOR THE � €1�� 2Awlgm®/•75'MN.O.C.f SloMard«(Haat pip(FI9.it 390 In, 390 tea 4501b2 8901Ds 1644 1115 270Ibs 2601bs 354 lbs 74016, 3741W fi611bs 948 IDs 341 IM 4/2 tea 5601ba OPENING,WHEN IT IS LOWER THAN THE MULLION o,� 4Mchors@1.15•hon.O.c.IStandard(«Ofbel)alp(Fig.2k 480lb3 700163 WA WA NIA WA 380!be WA NIA WA WA WA 682 lb. easlM ttzolba CAPACITY(FROM THETABLE)OFTHESELECTED 4 Anciwra®J'MIn.O.C./(2)2r5 Aral.alp,I(Fla.331 780 Ns 78011rs �WA 1560lbs 10981W 540lb. 560 lb, Wn 780103 74elba Bm lbs 1692Iba 602 lbs BBS Iba 11201W MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 Anchors 43 0.45•AIN.O.C.I U111p,110.125•Alum.(Fq.4k WA IgA WA NIA WA NIA WA NIA WA WA WA WA WA 715 lb, CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArnA«/F{71p(Fq.6k 195Iba 1D51b, 445 lbs 622163 135 Ms HO lbs I??lbs 3701ha IBI lbs 332163 4731he 1701Da 221 ma 2801ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 Andras 131.15'MN-O.C./F-dlp(Fip.ek 2{OIDs 350IDs WA WA WA iB01bs WA WA WA WA WA 3411bs 4/21bs 5801Ds ANC=, TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCtREVISED FIGURE 1: FIGURE 2: TABLE NOTES: N 7�e^91b•I•8 whll tho Florida FO • • • Bu17d1I'sCade 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. (ttrp=82P `''�• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '( 1'000• (--• 3y Uam �� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Aland adc Pr ucl Control FIGURE 3: 0� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000' 7I l I I I I/ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \� oNV LYNN��� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ;� �" << ANGLE CLIP MUST B4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED E USED IN PAIRS. IL ��, 1,tCENSF F.p .375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED = T'1 No.58705 ' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2•X.375'MULLION - LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&1112 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FATE (. <C/� AL A.LYNN Mfft!m,P.E. FL P.E.N 58705 TABLE 3A mn�� r Mullion Capacity Table(lbs781) xh� Opening Width(for wrOrallysparvi g millions)or Opening Height(for hodzonlally-spewing mutton) �W>r� 60N 90N 701n 801n 90N 1901n 1201. t101n 1601n y O 1 X 2.76 x Rectangular TrapRdarg. Raclanputa Tmp/7Xanp. Rectangular TreplTdang• Reelangdar Rapmlang. Rectangular Tra"ang• Raclangulor Mrp/TSeng. R"ton9ular 7ro7✓TA..a. Raclengraer Trap rdang. Rectangular TropMang. �p soe cc Loading Loading LoadnO Loadne Loadnp Leading Loadng Loading Loading Loading Loadng Loading Loading Loading Lowing Loading Loadng Loadng oy+ g V .376 Alum. '- Tube v .. .. 'a.. .. ,. '� .. a ,. MaIHGOgE a� E � E � SEE �� � � �� �E o m 6 fi 6 fi 5 6 6 6 6 5 6 6� 5VIA U) org 421n 170,0 620 170.0 435 170.0 7M 170.0 478 170.0 ,M 170.0 606 170.0 002 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 140.7 1301 170.0 521 t27.5 1301 170.0 621 111.6 1301 170.0 521 -1 LU U1 481n 170.1) 7D8 170.0 521 170.0 650 170.0 534 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 t38.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 580 05A it39 170.0 680 60.6251n 170.0 747 170.0 563 170.0 1196 170.0 631 167.8 1032 170.0 664 146.8 1032 170.0 723 130.6 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 53.9 1032 170.0 758 73.4 1032 170.0 758 moo' 641n 170.0 707 170.0 612 161.3 907 170.0 691 138.2 807 164.7 730 t20.9 907 152.5 720 107.5 907 146.0 714 96.8 907 141.1 710 80.0 907 140.0 709 69.1 907 140.0 709 60.6 907 140.0 709 m 0o U) M 601. 141.1 735 151.6 625 117.6 735 130.3 611 100.8 735 116.0 699 66.2 735 106.2 590 78.4 735 99.6 687 70.5 735 95.1 570 66.6 735 91.8 574 60.4 735 8t.8 674 44.1 735 01.6 574 (_-. J 831. 121.9 666 130.0 670 101.6 666 111.5 657 87.0 660 90.0 617 76.2 666 gD.1 538 67.7 666 83.9 531 60.9 688 79.8 626 50.8 866 76.8 621 43.5 We 75.6 521 36.1 666 75.6 621 � 661n 108.0 607 112A 522 88.3 601 96.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 468 53.0 607 07.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 007 62.7 474 z W � '0.g E •°} 721. 81.0 We 85.0 443 68.0 510 73.0 434jj 64.3 428 51.0 510 57.9 418 45.4 510 53.3 413 40.8 510 50.0 400 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 to i! 76N 69.4 456 72.5 400 57.8 450 61.7 39264.1 385 43.4 458 48.8 378 38.8 455 44.6 373 34.7 458 41.6 388 28.9 458 37.7 362 24.8 458 38.0 359 21.7 450 35.7 358 781n 64.2 435 67.0 381 53.5 435 68.5 373 49.8 age 40.1 435 44.7 360 35.7 435 40.9 355 321 435 38.1 351 28.8 435 34.4 344 22.9 435 32.0 341 20.1 435 32.2 340 ¢ _ r 90N 41.8 327 43.1 290 34.6 327 36.4 285 31.8 263 28.1 327 26.3 275 23.2 327 25.7 271 20.9 327 23.7 260 17.4 327 21.0 262 14.9 327 19.3 256 Q zNWp961n 34.4 287 35.4 257 28.1 287 29.9 252 26.0 248 21.6 287 23.1 244 19.1 287 20.9 240 17.2 201 19.3 237 14.4 287 10.9 232 Mm0 d51081n 24.2 227 24.7 205 20.2 227 20.8 201 16.0 198 16.1 227 16.0 t95 lLl R1111n 22.3 2I5 22.7 104 I8.8 215 10.1 l91 16.6 188 tY 1201n 17.6 184 17.9 187 O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: m O s,0 Anchor CD acct Table(lbs) u m ANCHOR CAP.,g,,,,, 9uNlrele 2.7k Corrordo 7.5k Caro. Hapow CMU Filled C7,1U PT Woos 6lalal (OP.o)X( )=ANCHOR CAP.,,, K O 5116'Eko 114'SS Elco 5/1B'Eleo 114'SS Elco 010 Steel 01231..1 012 Sled MULLION CAP.,R,,,�, F , 1-10 11 Anchor Cllp Patterns Anchor Typo: 3116'Elca Ullmcon 1!4'Eko Uluacon Ultrtton L18•Elco Ula000n 1/4•Eke""n"en AppmGalor Wascon A9gro0ala Scow(G5)Sr-(G5) Sci-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge aslence M): I. 24W 1• 2-112' 3-118• t• 2-112• 1• 24W 2' 3-119' r 0.411• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmad 8n): 1-374• 1-314• I•L4' 1.311' r 1.1/4' 1-114' 1.114' 1.114• 1-114' 1-114' 21 I-Va' 1-378• 118006 ACTUAL PRESSURE REQUIREMENT FOR THE 2ANho @4.75.611n.O.C.151andud«OOael UP(Fig.1X 390 lbs 390 IN 4501N 6901bs 1644 ros 2701N 2801N 3541bs 740106 3741N 564 IN 946166 3111N 442 IN 660IN OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anotias Q 1.15-MN.O.C.I Standard(or Met)Clip(Ftp.2X 460185 700186 N/A WA WA WA 3801N WA WA WA WA WA 6821b B051N 1120 to, CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArroMrs 903'Min. O.C.1(2)215 Angle Crips I(Fig.3): 7801bs 7801N 680 to, 15901N 1898 Na 540IN 5601N WA 760 IN 748[be 6901N 1892 IN 6821x: 885 IN 1120 IN MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 Anc Q0.45'S9n.O.C.I UCIIp,Into.12V Alum.(Fg.4): WA WA NIA WA WA WA WA WA WA WA N/A WA WA N/A 7t5ros CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anetarl FCOp(FN.5X 195 IN IN IN 2251N 445IN 0221N 1351N 1401N 1771N 3701N 187 IN 33z IN 4731bs 1701N 221 1N 2eo ros ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anc"ors @ 1.15'M1..O.CJ FCg (Ra.B): 24DIN 3501N WA NIA WA WA 1901N WA WA WA WA WA 341 IDs 4421N 680 roa ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCTRBWSBD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ts complying with the Florida 0dlag Ccdc^ �y^ acpbmlNo-1 FIGURE 1: FIGURE 2: Dam TABLE NOTES: --' 1.000' �-- • • 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. diAlam! ado Ptoducl Cunbol SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. !ky11 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\���O\�� LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750' P��,•'. >CENS�-'•.�F,p HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 71' No.58705 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 - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '376' fS W FIGURE 4: FIGURE 6: FIGURE 6: S'ATL:OF �;; 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.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2.75'X.375•MULLION O� •,FLOR10l`.•'•G\`; LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ; s ..... • THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. SLS/ONAI- A.'IANIMILL15A'P.E. FL P.E.#58705 TABLE 4A ®oa Mullion Capacity Table IbsM �+ OpeningW(dth(forverilealVsperrirgmJliore)orOpeningHelght(fortprizontally-sparrirgmilllons) so In 60 in 701. 80 in 901n 1001n 12 In 140 In 1601n Z�$ o 1%2.76x Rectenguler Trop/idang. Rectangular TmpRdang. Raclanglw ileprrflwa RedengJer LepTlang. Roclangrrla hn{JTrtenO. Recl.nitul Tmp/rdang. Reelmigular TIeWTderg. c'. or Tmp'Tdang• R.I.Ilut., 7}ap/Trlen9. o: Loafing Loafing Loadn9 Loafing LoaJ.B Loafing Loedne Loafing Loafing Loednp Loafing Loafing Loading Leading LoaJnB Loafing Loafing Loading gz = .66D Alum. Tube a.. A •a.. •a •3.. -t •ais I 13 6.. a,. a., a.. •� Mullion $� $A g �. $� toN 3 c� 3 u u u u u G] 5 21 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 e68 VIA 506 170.0 092 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 le2o 170.0 521 138.3 1820 170.0 521 J W 481n 170.0 708 VIA 524 170.0 850 170.0 681 170.0 902 170.0 630 170.0 1137 170.0 081 170.0 1275 770.0 677 170.0 1417 170.0 980 141.7 1417 170.0 660 121.5 1417 170,0 880 100.3 1417 170.0 680 2 W m � 50.625In 170.0 747 170.0 583 170.0 890 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 162,8 1286 170.0 747 148.3 1288 170.0 758 121.9 1288 170.0 768 104.5 1288 170.0 750 E1.4 1286 170.0 756 W o Q 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 His VIA 754 150.1 1130 170.0 803 133.9 1130 170.0 837 120A 1130 170.0 856 100.5 1130 170.0 eel 88.1 1130 170.0 861 75.3 1130 170.0 Bill m � J 60 in 170.0 885 170.0 701 146.5 illi 162.3 761 125.5 915 144.5 748 109.9 015 132.3 735 97.6 915 123.0 726 87.0 915 118.5 720 732 915 114.4 715 62.6 015 114.4 715 54.0 015 114A 715 H ,� � 631n 151.6 830 181.9 710 126.5 530 130.9 694 108.5 830 123.2 681 94.9 8110 112.2 870 84.4 830 104.0 892 75.9 870 99.4 656 03.3 830 04.5 849 54.2 830 94.1 649 47.4 830 94.1 649 � { Z W i m Fn 661. 132.1 757 140.0 850 110.0 767 119.8 536 04.3 757 105.0 024 02.6 767 90.1 014 73A 757 89.1 808 66.0 767 84.2 800 65.0 757 79.0 693 47.2 757 78.2 681 41.3 767 76.2 591 j 72117 101.7 830 108.8 552 84.8 836 91.0 540 72.7 838 80.1 530 $3.6 836 72.2 521 58.5 636 66.5 614 50.9 We 82.7 500 42.4 636 57.2 500 38.3 838 65.3 4B7 31.8 630 552 497 � '�0 5 �Z f 76 in 86.5 571 00.4 498 72.1 671 78.8 488 8. 571 87A 479 64.1 671 e0.e 471 48.0 574 55.5 464 43.2 571 51.8 459 30.0 571 47.0 451 30.9 671 44.6 447 27.0 571 M.5 448 78 In $0.0 542 83.4 474 68.7 542 70.8 455 57.1 542 82.1 456 50.0 542 55.7 449 44.4 512 51.0 442 40.0 642 47.5 437 33.3 542 42.9 428 28.8 542 40.8 425 25.0 $12 40.7 423 W N 62.1 407 67.7 30I 43.4 407 46.4 355 37.2 407 39.8 340 32.5 407 35.3 347 28.9 407 32.1 338 28.0 407 28.11 374 27.7 407 28.1 321 18.0 407 24.1 322 78.3 407 23.0 319 Q Z (O•ry• ..0 a0 06 In 429 356 44.1 320 35.8 350 372 314 JO.T 358 32A 308 28.0 358 26.8 304 23.0 356 28.1 300 2t.5 358 24.0 206 17.0 358 21.0 289 15.3 358 19.2 284 x o 0 W t08I. 30.1 287 30.8 255 25.1 287 25.8 251 21.5 283 22.5 247 18.8 283 19.9 244 18,7 283 18.0 240 15.1 283 te.5 237 W 1` Y Y 111 In 27.8 287 20.7 242 27.1 287 23.a 230 10.8 207 20.0 235 17.3 287 10.3 231 15.4 287 10.5 228 04 tzom zz.o z29 223 zos fea 179 le.e los 1s.T xze te.z 2oz U x Q O O TABLE 48 a z ANCHOR( ADJUSTMENT FORMULA: � Anchor Capacity Tableabs) ANCHORCAP. ` �m� a. tt 1. 2.7k 0-el. 3.5k Con.. Ho6mv CMU Filled CMU PTWo.d Metal (OP,e)X( J=ANCHOR CAP.,„ 6116'Eko 114'SS Eko 8118'Elco 1/4'88 Eke A10 Sled 012 Sleel 81251ed MULLION Anchor Clip Patterns Anchor Type 311P Elco tnBacon V4'Eko l9aecan U10ac� 3118'Eko Ul9acon 1141 Elco Ul9ecan A9gmGel.r Uluecon A00re0alor Som(05)Sefew(GS) Scrmv(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eew pamnc.(np 1• 2•frz 1' z-1a sale 1' 2-fn r 2.117 z ave 2 o.4a 0.54 0.3217 CAPACITY REQUIRED'CORRESPONDING TO AN Emo4dmenl On: 1.314• 1.174• i-3W 1-3140 7 1-114' 1.114' 1.1/4• 1-114• 1.1/4' 1414' 2• 1-310' 1JI8• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohom®4.75'MIn.O.C.ISleoderd a003e1 Cllp(Flg.17 390 In 390186 450 In 890 Joe 164418, 270183 28018, 354 Ns 74011,, 37418, 6641o, 046183 341 In 4421b3 Seo Iw OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andros®1.IT Min.O.M/SIndard(.r08se6 Up ffq•2r. 4e01be 70011,3 WA WA WA WA 360 too wn wn wA WA WA 68218, eas 1 neo m3 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anehus @ 3'Min.O,C•/(2)2c5 Angle pips/(F q.3p 7801M 760 to, 680103 156010, 1696183 54018, 56018, WA 760Ibs 74816, 8801Ds 1692163 682 Ibs SBS bs 112018e MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors G 0.4V Min.O.C.I U4.1ip,Into A2W Alum.(Fig.4): WA WA WA WA WA WA N/A WA WA WA WA WA WA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancha I F�C6D(Fig.S): i8s los 195186 225103 44510, 822 In 135 In 1401bs 17716, 3701Ds 107181, 332183 47318, 1T0Ibs 2zubs leg lba ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohas®1.15'Min.O.CJ F47ID(Fig.B): 2400, 35018, WA WA Wn WA 19011,, WA WA WA WA WA 341 Iba 4421De 560183 ANCHOR CAPACITY TABLE RODUCr RHVISGD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE FJ(AMPLE ON SHEET 24. c^mP13'la9 wNr the p)odda unding Cbdc caplamo No - FIGURE 1: FIGURE 2: TABLE NOTES: I� on ate 1.008• 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. r 11and ado Produce C..trul `\1117111171/1j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.75 1' 1,7GENSF •. .Q • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 'T1 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 650' - �� _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED (•�R 5-;:rJj FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60MTS AND BE A MINIMUM OF.125' "p� S ATE O- THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045'THICK(18GAUGE)..STRUCTURAL STEEL TO BE AT •.,F(Opt1OP,.•' \�I LEAST.125'THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.850'MULLION CCs, ......... C S � THE MATERIAL.070 8 1712 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �J771y�ONAi i 1�•1`` A.LYNN MILLER,P.E. FL P.E.N 58705 TABLE 5A In Mullion Capoolty Table Ibal t2' Opening Width(forvergraly-spemlrg mullions)orOpon)ng Holght(forhorimr%aysperrirg mulllOre) w 501n min 70 in min 001n lm In 1201. ION 1601n O Co Reelany3lar 'aapTdaq. Ractangelar TopfTdang. Rectmi?Au TtapfMang. RD t.ngdar TepTdany. ReelanV lw Traprrdang. Raclengdar TmIJTden9• Rldwgula TMP/Td.a. RBelangdar TtapTdang. Rectangular Ttapfrdang. a tiY 1"X3.126"k Loadng Loadng Loadng L08dng Loadng Loadng Loadng Loadng Loadtq Loadng Loadng Loadatg Loadng Loadng Loadng Loadng Loadng Loadng sX g o .600"AlumF D F F F F F F F F F F F D F �a,. 'u 'a ,. N 13 Tubo Mull . IS IS z 421. 170.0 020 1 170.0 435 170.0 744 170.0 478 170.0 868 170.0 500 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 148a 170.0 521 170.0 1735 170.0 521 154A 1802 170.0 521 481. 170.0 700 1 170.0 524 170.0 1/50 170.0 584 170.0 092 170.0 630 170.0 1131 170.0 001 170.0 1275 1 170.0 877 170.0 1417 170.0 Om 157.7 1577 170.0 880 135.1 1577 170.0 Bm 17a.2 1571 170.0 600 • �F, N 5=5 In 170.0 747 170.0 503 170.0 896 170.0 631 170.0 1048 170.0 654 170.0 1105 170,0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 750 121.5 1495 170.0 758 706.3 1495 170.0 750 Q O 541n 170.0 707 170.0 012 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 am 160.1 1401 170.0 037 149.5 1401 170.0 056 124.0 I/0f 170.0 881 100.8 1401 170.0 001 93.4 1401 170.0 681 M min 170.0 805 170.0 701 170.0 1083 170.0 787 155.5 1150 170.0 876 138.7 1150 187.0 028 123.3 1168 160.6 017 111.0 1158 149.7 010 925 1150 144.b 181 70.3 1160 144.5 903 69.4 1156 144.5 003 I-- J 63 In 170.0 930 170.0 745 159.6 1049 170.0 650 137.0 1049 155.5 660 719.6 1049 141.7 846 100.6 1049 1320 030 95.9 1049 125.5 a28 70.8 1049 119.3 620 66.5 1049 116.9 gig 59.9 1049 118.9 gib 7 Uj m 1. 168.8 955 170.0 789 139.0 054 151.3 804 119.1 055 131.7 768 104.2 955 121.4 775 82.6 955 1128 765 83.4 855 100.4 767 69.5 055 99.0 740 69.6 955 98.7 740 52.1 055 08.7 746 ? (L E 4?y o nW J -72 In- 120.5 803 131.0 897 107-0 803 114.0 882 91.6 603 101.1 670 80.3 503 912 659 71A 8M 03.0 649 64.2 603 78.6 842 53.5 603 72.2 182 45.9 187 88.8 828 40.1 em 69.7 e]7 J i Z v 781n 709.2 721 if/.1 628 Bi.O 721 97.0 818 70.0 721 85.1 185 60.3 721 78.6 595 80.7 721 70.1 568 61.8 721 BSA 679 45.5 721 69.4 500 38.0 721 06.8 504 54.1 721 50.1 503 Q j .� d• 781n 101.0 084 105A 599 84.2 684 59.4 587 722 684 78.4 576 63.1 684 70.4 507 56.1 884 64.4 650 50.5 684 59.0 551 42.1 684 51.1 $41 36.1 684 r1,3 530 31.0 80{ 50.6 534 ~ � Q N O min 86.0 614 87.0 450 6{.8 614 67.3 440 47.0 611 50.0 440 41.1 614 4{.e 413 38.6 614 40.5 127 32.8 514 37,3 421 27.4 511 31.0 412 23.6 614 400 20.8 514 29.0 403 Q z p0 0 min 54.2 452 55.7 404 45.2 452 47.0 396 30.7 452 40.0 390 33.9 452 30.1 384 30.1 452 32.0 370 27.1 452 30.3 373 22.6 452 20.0 301 10.1 452 359 16.9 452 228 355 N to� m�A� O C, 100 In 36.1 357 38.0 322 31.7 357 327 317 27.2 357 28.4 312 23.6 357 26.2 308 21.1 357 22.1 303 19.0 357 20.8 200 16.8 357 16.0 203 13.6 357287 11.0 357 15.0 283 W'N1111n 35.1 138 35,8 308 28.2 336 30.1 301 25,0 330 28.1 200 21.8 338 23.1 202 18.5 338 20.8 280 77.5 338 19.0 284 14.8 310 18.5 270 1].5 378 273 11.0 330 13.6 269 M (/J U) 1201. 27.7289202201 23.7 289 217 259 18.0 289 20.5 258 17.3 209 18.1 232 154 288 16.3 748 13.0 289 14.8 248 11.8 289 12.6 240 9.9 200 238 0.7 287 10.4 232 U X Q O O Q..� Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ m O s.O AnchorCe acl Table lbs ANCHOR CAP.,,.,,,,, e�m� suMVale 2.7a corttde a6lc Cone. Itc(ImY O.IU FOIeOCIdU OnvoOd G1dd (DP,.)X( )=ANCHOR CAP..,, o� � 5/1SEIDo 1I4'SS Eke NIC Elco 114'SSEIco 010 Sled 912Sleel 012 Steel MULLION CAP.,,,,,,,,,. AnehorCllp Patlem0 Anchor lypD. 311 E111 Ullracm 1d•EkoUBracon U6t' 3'1C Elco U6tam v4•EkoUtlracan Aggrc(3dor Mtorl Amreeda Sctaw(c6)sertw p5) seem s) USE THIS FORMULA TO OBTAIN THE'MICHOR Edge l3starce pn) 11 2-u2' f• 2-vr 3-1181 1• 2412' 1• 2-u2' r 3-16• r 0-48• 0.64• o.sza• CAPACITY REQUIRED"CORRESPONDING TO AN Emlednmt n talo• ta4' tau• talo• 2- 1-v4• 1-14• i-114' 1.1/4• 1.114• 1414• z• lore• tae• rates ACTUAL PRESSURE REQUIREMENT FOR THE 2MSron Q4.7C RUrt O.C./SIBMaa a06set CUP(Mg.11 318 IDs 318106 450 let MWA S 270103 218 a3 3511bs 74016a 374105 Sss IM 913 186 S711M 44z ID6 760103 OPENING,WHEN IT IS LOWER THAN THE MULLION 4ArtDas®1.15'141n O.C.fSimdaN(a IXaet)Cnp(Mg 2) 418 IDs 718 IM NIA IIIA 380 IDs IIIA IUA IUA IUA IUA 6B21M BBS Ins fl20 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arorod®3.611n.O.C./(q 2c6Angie Ctlps/(Flg.3): 78(1IDs 7181be 6181et S 570103 6181h6 I+IA 718Ins 748103 B80IM 1892 Me 6821os bas lea 1120 Ns MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amhm 9]0.4Y Min.O.C.I UC9p,In10.125•AIWI7.IFq.47 IIIA IUA IUA IUA tUAIIIAIUA IIIA IUA IUA IIIA IUA 70731Da CAPACITY WHICHMAYBEIONS USED R QUALIFY 1 Anchor/FCBp(Flg.6) 106103 IBS IM 225IM 3 1351Ds 143IDs 1771M 370161 1671bs 3321M 473IM 1701.3 221 IM 280IM ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ant"@ 1.04016 O.Cl FCtl g 247103 350InsIIIA IUA im IDs RIA IUA IIIA IUA IUA 311189 4121M fb01Ds ANCHOR CAPACITY TABLE, RODUCfRHV2S8D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. a coroplytns whh the Plorids 1111d)ng Cbdo �•L�-- F-1.000".4 cccp=c*No "' 19.0 FIGURE 1: FIGURE 2: TABLE NOTES: plAt(la%Dou 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. IoM ode PrDdud Canaol SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11111111!// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3.125' `����pAli..........41,. vie FIGURE3: FOR EXACT DIMENSIONS \�P•,.• 11GEfJSF •, �Q 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. ,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��..: >'T FFIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" D; _ / 'i"'-'L•� _ = CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' AO'•, /TATE O5 .:•�7� VX 3.125'X.5"MULLION THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT (1-VF MULLION) :art` '•.FtOR10I'.•'C�;: LEAST.126'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � Q Q THE MATERIAL.#10&fl12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.Oft 410 S.S. I7l,S,/ONAL A.LYf•I<5WftlLI2,P.E. FL P.E.1158705 TABLE 6A Mullion Capacity Table(lbstla �,�1.4 Opening Width(forvePocally-spanning muillons)orOpening Height(ror hod2onio*spardrg mullons) 1 1g.c! 601n Sol. 701n 801n Gain 1001n 1201n U in 1601n C o Reclenputu TroplTdnng• Reetwild TroprIld . Reelonguler T"PrTdong• Reclsngaler ToprTdarg. Rmlongw TroplTdsng• Reclencuar 7reprrdon0. Reclangular T,eprTdaig. Rectangular Tropndang• Reclengular TwpMmg. Co 1%4X.125 Loading Loadng Loafing Loafing Loadng Loedrg Loading Loafing Loading Loafing Loadn9 Loading Loading Loadng Loafing Loafing Loading Loafing oY z cwi w J Alum Tuba Mullion 5 is g g s s � 0 r� 421. 170.0 620 170.0 435 170.0 70A 170.0 478 170.0 668 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 '170.0 521 170.0 1488 170.0 521 145.6 1459 170.0 521 127.8 1489 170.0 521 O r++ J UJ 48In 170.0 708 170.0 624 170.0 560 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 077 168.3 13031'170.0 660 130.3 1303 170.0 680 111.7 1301 170.0 650 97.7 1307 170.0 680 2 2 �a 60.625In 170.0 747 170.0 563 170.0 698 170.0 671 170.0 1046 170.0 684 170.0 1195 170.0 723 168.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 766 100.4 1275 170.0 766 67.6 1235 170.0 768 LU 'O o Q 541n 170.0 T97 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 754 164.4 1168 170.0 803 137.2 1166 170.0 837 123.5 f158 170.0 850 102.9 1158 170.0 581 $8.2 1166 170.0 861 77.2 1158 170.0 861 m O F' 601n 110.0 685 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 872 125.1 1042 146.7 615 111.2 1042 138.8 801 100.0 1042 130.2 791 83A 1042 125.1 782 71.6 1042 125.1 782 62.5 1042 125.1 782 F- 03 J 03 to 170.0 930 170.0 745 151.2 903 161.6 816 129.0 992 144.4 700 113A get 131.0 782 100.8 902 121.4 768 90.7 892 INA 768 75.0 002 108.4 745 64.6 802 108.0 744 56.7 02 105.0 744 661n 165.4 947 170.0 789 137.5 947 146.0 788 118.1 947 130.3 788 107.4 647 117.7 752 81.9 047 108.7 730 52.7 947 1022 727 68.9 947' 95.1 TO 59.1 947 94.0 Tit 51.7 947 94.0 711 Z �z 721. 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.0 708 84.0 849 06.4 690 76.5 849 88.7 660 67.9 849 82.7 075 60.6 549 75.3 659 48.6 619 72.6 652 42.5 849 72A 651 ? W 761n 115.5 762 120.7 665 96.3 762 102A 662 826 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 67.6 762 69.2 613 48-1 762 62.8 IL 602 41.1 762 59.9 597 16.1 762 59.{ 595 J rn& rcZ f 7a In 106.9 724 151.4 634 89.0 724 04.8 621 78.3 724 62.9 609 66.8 724 74.4 690 60.4 72{ 68.1 681 63.4 724 63.4 583 44.5 724 57.7 573 38.2 724 54.1 667 33.4 724 63.5 565 001n 69.8 547 71.8 483 58.0 543 60.7 474 49.7 643 52.0 456 43.6 643 47.1 458 30.6 643 42.5 462 34.8 643 39.5 440 29.0 643 34.0 416 21.8 543 J21 430 21.7 617 30.7 426 Q Z N o 061n 57.3 478 65.9 427 47.0 475 49.7 419 40.9 470 43.2 412 35.5 478 35.6 406 31.0 476 34.6 400 26.7 478 32.0 395 23.9 478 28.1 780 20.6 175 26.6 780 17A 170 2{.2 370 N a 0 1081n 40.3 �57 41.1 341 33.5 371 34.6 335 28.0 177 30.0 330 25.2 177 28.8 J25 22.4 377 24.0 321 20.1 377 22.0 317 18.8 371 19.0 310 14.4 377 17.1 304 W r rn o 0 1111. 57.1 17.8 123 30.9 357 51.8 315 26.6 357 27.6 313 21.2 357 Z4.4 109 20.8 767 22.0 305 18.5 357 20.1 301 15.4 357 17.1 291 V U 120 in 29.1 29.5 279 21.5 300 2fi.1 274 21.0 306 21.7 170 10.3 100 102 267 IB.3 308 17.3 203 L-) X Q O O 1441. 17.0 17.2 lea d••� Z (n TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: o Anchor Ca aelt Table 169 _ ANCHOR CAP.,,,,,,,, _ Subetreto: 2.7k Concrela 3.5k Cone. IloOavCMU FO CMU PT Wood Metal (DP)X ANCHOR CAP.,,, 5'15•Eko 114.03 Eko 5710'Elea 114'98 Elco 810 Steel 912 Steel 8126ted MULLION CAP.,,,,,,,, Anchor Cllp Patterns Anchor type: 1116'Eko Uleacon 1/4'Men Uluecon S'IB•EIco UlUecon i/4•Eko UlUocal Ullman A9pre0alw UHrocon ABpreoalor sorow(05)Serew(05) serew(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed90 Distance on 7 1• 2-1n• r 2.112 1-ve• 1• 2-112' 1• 2-Ur 2• 1 3-118' 2' 9.48• 0.54• oa24• CAPACITY REQUIRED'.CORRESPONDING TO AN Embedment M): 1.314• 1314• 1.34' 13X4' 7 1.114• 1-114• 1-114' 1.174' 1.114" 1.114' 2• 1O/8' I'vr rade. ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMns®4.75 AfIn.O.C./Standard or Offset Clip(For.182} 390114 390114 450114 01M 891644 IM 270 IM 280163 354 lbs 740 lbs 3741bs 664 lbs 948@. 3411bs 442lbs 560lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25'Min.O.C.I Stallard(owitse0 Clip(Fig,3): 70D lbs 700 lbs 580 IDs 14101bs 952 lb, WA 560 lbs WA 630114 WA UO lbs WA 682 lbs 885 Ib. 11201b. CAPACITY(FROM THE TABLE)OF THE SELECTED 8A.b-@1.15•Min.0.O.191endud(erO0ee0Clip(Fig.4): 96D ft 1400 lb, WA WA WA WA 760 lbs WA WA WA WA WA 1383114 n7o1M 2zdo1M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors®T MIn O.C.l(2)2x5 Mrpio Clips I(For.5): 780114 7B0lbs 880114 15601Ds tees lbs 5101b. 560lb. WA 760114 74910. BBO Ios 1802114 69210. BBS IM 1120114 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchom@ 7 Mh O.C.1(2)2x5 AMle Clips I(Fla.B} 1170114 1170114 1020114 2340114 2844114 810@3 040114 NIA 1140lbs 1122114 1320143 2838114 1022 lb, 1327114 1680IDs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Alnhor.Q0.45'A9n.O.C.I Ul21p,W.A25'Al-(Fig.7): NIA WA WA WA NIA WA WA WA WA WA WA WA WA NIA 1430@. ANCHOR CAPACITY TABLE. PRODUCI'REVISBD 2 A.A-C 2.2V MIn.O•CJ Fall,(Fig.B); 3501bs 150114 280114 7051bs 4T8lbs WA 28D lb. WA 315 lb. WA Ie01b. WA 311114 442114 S601Da BuRJluwmpiylnp with file Piorida .Btbdc _ l't�A 4An.hors®I.15•MIn.O.0JFCUp(Fq.0y. 450114 7001Ds WA WA WA WA3801b. WA WA WA WA WA 602 lbs 6051Ds 1f201bs -� 1.000- I-- AscCpfmlcO No ,CJI+ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ,Date ' py TABLE NOTES: 4tarttl ade PrOducl Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\\11 I 111111 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LINN �.�\0...........'�i�( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q��,.•• \CENSE •'•F'P • • • • • • • F. • • 4.000" zti 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES - No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. , �; C SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED S fATE • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' S.,,FLORIOP••' SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.12S THICK.STEEL '••••-• G ANDSTUS TO 38 ABEANCIHORSNGRADE 33 AND.045'THICK(16 GAUGE).INTO METALS ALL EXTEND AT LEAST 3 SCREW THRAL STEEL TO BE AT LEAST.125-EADS BEYOND THE MATER AL.#OIBK ''77��NA�-1 ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. 1•X4'X.125' A.LYNf MII_L�R,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL 2.1168705 TABLE 7A o off Mulllon Capacity Table Ibsilf) x u Opening Width((orverticaly-spaming mullions)or Oponing Helght(lor hod$ordally-spanNng mullons) r!xc' - 601n BON 701. 8o In 00 In lob[. 1201. 140 In 1801n i�•Kr a O Rcelan0ular TiepRdeng. Reclwgular TropfTdang. Reelangular Tap/Td Rectangular TMPRdmg. Rectangular T,.prrdaW Reelengular TrepfrdanO• Realengutx M.P/rdeng. Reelen9der TrcpRdan9. Rectangular TrepTdan9. 1 x 4 x.376 Lowing Loadn9 Loafing Loading Loafing Loafing loafing Lowing Loading Loading Loading Loafing Loafing lowing Loading Loading Loading Leading o do AIum,Tubo Ez 2 r _ r r [17 r r _ r r _ r _ r b _ r r r r r _ r r r ri $,T„ yg� $u @� $ g a g a e S§! g e $ n$g 0.S Mulllon 6 d � �' 19 �� �' a 0 � g �' a � c9 3` s9 LI�' cV 4 0421n 170.0 620 170.0 435 170.0 744 478 170.0 ase 170.0 600 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1210 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1981 170.0 521 J J W481n 170.0 706 170.0 524 170.0 850 584 170.0 991 170.0 030 170.0 1133 170.0 501 170.0 1276 170.0 677 170.0 1417 170.0 860 170.0 1700 170.0 580 Woo 1983 170.0 600 t5l.8 2024 170.0 680 7) _ 60.626 In 170.0 747 170.0 663 170.0 No 170.0 631 170.0 1018 170.0 584 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 770.0 1793 170.0 758 156.0 1919 170.0 766 138.6 1919 170.0 756 � �o CO 641n 170.0 797 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 656 169.9 1799 170.0 601 137.1 1799 170.0 861 120.0 1799 170.0 881 m O O M 601n 170.0 585 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 816 170.0 1417 170.0 944 170.0 1594 170.0 096 155.5 1618 ITMO 1033 129.6 1619 170.0 1063 171.0 1619 170.0 1063 97.2 1619 170.0 1003 1-- J Win 170.0 930 170.0 745 170.0 7tf8 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 1563 1642 170.0 1076 141.0 1642 170.0 1122 117.6 1642 166.6 1158 100.7 1642 167.9 1157 86.1 1642 167.9 1157 j m � 661. 170.0 871 170.0 )69 170.0 1769 170.0 003 110.0 1364 170.0 1002 160.8 1472 170.0 1086 142.8 1472 INA 1146 120.5 1472 155.8 1130 107.1 1472 147.8 INS 01.8 1472 146.0 1104 60.3 1472 118.0 1104 � J721n 170.0 1063 170.0 878 170.0 12)5 170,0 1009 150.0 1320 166.2 1101 132.0 7320 149.9 1092 117.3 1320 137.6 1068 105.6 1320 12&e 1049 88.0 1320 117.0 1024 75.4 1320 112.6 101] 86.0 1320 112.6 1012 ? W � Te In 170.0 1122 170.0 977 149.8 1181 159.4 1013 128.2 1184 139.8 994 112.2 1184 125.7 878 99.7 1104 115.3 884 e9.8 1184 107.5 952 74.8 7184 97.8 036 84.1 1184 83.1 027 68.1 1184 02.3 025 J a rcZ Q 781n 166.1 1124 170.0 967 138A 1124 147.0 965 116.6 1124 128.8 047 103.8 1125 115.6 831 92.3 1124 105.8 918 810 1124 99.6 906 69.2 1124 89.0 890 59.3 1124 84.3 SUB 51.8 1124 83.2 978 1-- I �- 901. 108.1 644 111.5 760 00.1 844 94.3 738 772r476 82.1 724 67.6 644 732 712 60.1 644 60.6 702 64.0 644 61.4 693 45.0 844 542 678 38.6 844 50.0 US 33.8 044 47.7 682 = Q 14 Q' Z 00 O 961. 89.1 742 91.6 667 74.2 742 77.2 652 63.8 87.2 641 55.7 742 59.6 631 40.5 742 54.1 622 44.5 742 49.0 614 37.1 742 47.0 600 31.8 742 19.6 690 27.0 742 37.6 $84 n 8 C3 a 1081n 62.6 686 63.9 530 52.1 686 63.8 521 44.7 48.0 513 39.1 5811 41A 605 31.6 568 37.3 408 31.3 586 34.2 492 20.1 556 20.6 481 22.3 We 28.6 472 19.5 586 24.7 466 N M y o o'er Ill In 57.6 555 58.8 503 48.0 655 49.5 495 41.2 42.9 48) 36.0 555 38.0 480 32.0 555 34.2 473 28.6 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 440 18,0 555 22.4 442 X 1201n 45.8 475 18.1 133 38.0 17b 39.0 428 32.6 1].7 120 25.5 475 28.8 414 25.3 476 26.6 409 22.8 476 24.6 104 19.0 476 21.1 395 16.3 176 18.7 307 14.3 475 17.2 161 U V Q > 1441. 28.4 ]70 28.7 305 22.0 310 22.4 101 189 18.1 297 78.6 330 17.0 283 d c x Z N TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULAS Anchor CatancItY Table libel ANCHOR CAP-,_,- 8ubelrale: 2.7k Comrelo 3.5k Cam. HDVax CMll Filled CMU PT Woad Metal (DP-)X ANCHOR CAP.., 5116'Eko iN'SS Eko 5/18'Elco 1!4'96 Eko PIO Steel A129Ieal 912 Sled MULLION Anchor Clip Patterns Anchor Type: 3/18'Eko Ullman 1141 Elco UlVacm 3rf8'EIca UlVmon 1f1'Eko UlVecm UIVmon ApprcGalor f llrccon /4'SS elor sans(05)S u st.al Pt2 Sleet USE THIS FORMULA TO OBTAIN THEANCHOR Edge Distance(Ink P 2-11r 1' 2-112' 3.1/8' 1- 2-tr2- r r74Db 2- Sub' 2- 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(lap 1.314' I-XV L314' 1.114' 2' 1.114' 1.114' /-114' 1-174' 1-114' 2' 7J/8' -TJ/a' Lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anehas 4.75*Mtn.O.C./Slandard or Offset Clip(Fig.182X 3901bs 390 lb. 450 ks 8901be 1644lbs 270lbs 260[be 354 lbs 374172 664 Ila 940Ibs 341 lb. 442lba 660 It's OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Amlars®225 Alk.O.C.I SleMerd(0.r OSsel)Clip(Fq.3): 7001Ds 7001bs SBO lbs 1110160. e52- WA S601bs WA WA 880IDa WA 682lba BB51bs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED e Anenom lq f.l5•b1k.o.c.rslemerd(moSael)cep(Fq.4p eso iba faoolw wn wA wA wA Tao lbs WA wA wn WA 1387100. t7ro iba n4o 1012MULLION.IT WILL YIELDAMINIMUM ANCHOR 4 Anchors®]'h11R O.C./0')20.5 An9k l7ps I(Fq.57 lea Ns 7BO Iba BBO IDs 15601bs 1096lbe 5f01Ds 680100. wn 748100. BBO lbs 1B921bat120.IbaCAPACITY WHICH MAY BE USED TO QUALIFY 6Amhors l9TMin O.C./(2)2r5An01a C9pa!(Fq.S) 117014e 11701ba foto iba 23401ba 28441ba 810100. 8401W WA 1122lba 1320Iba 2038Ihs 70221bs 13271bs 1680IW ADDRIONAL ANCHOR OPTIONS FROM THE 4 Amhaa®0.45'L1in.O.C.1 U421p,Into.l2s'Alum.(Fq.71: WAWA WA WA WA WA WA WA WA NN WA WA N!A 11701bs ANCHOR CAPACITY TABLE. RODULT•RRYMED ft ®2.25'Mln.O.CI F{7ip ffq•ep 160105 350100. 29010s )OS lbs 4tB lbs NIA 2301Ds WA WA 4401be WA 341 lbs 44210, 560100. B w o8 WM P1oP)da 4 Amhom®1.15'Mln.O.CJ F431P IFq.0): .480lbs 700 lea WA WA WA WA 3801m WA WA WA WA NIA 6821Ds 885100. 1120 Im u8dlag WN NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 4a :rro,a,, -� 1.082' � -y 7.000' �-- tm�n Iy TABLE NOTES: Aioral bade Produce COntroi 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. 1717 I I t 1711 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE CENSF�'/l�F.p L1 • • • • • • • • -Fee 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' = No.50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �l =� • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM ALUMINUM WOOD SHALL BE :U 1.07E F ,• �U: PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SGOF0.55.ALUMINUMSHALLBE '� •'•F<ORIOP,.•'G � 6063-T6 AND BEA MINIMUM OFA 25'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' L -3776' -3776' �'.SQ "" INTO THICMETAL SHALL EXTEND 18 GAUGE). RAL STEEL TO BE AT L SCREW THREASDSI26-BEY THICK THE MATERIAL.D A36.ALL N10 8#R2 1'X 4'X.375' I V X 4'X.375' I ///r/��N UER"P.E. ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. A.LYNIsI Iv�1�.LER,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.9 58705 TABLE 8A H�n Mullion Ce acl Tablo(lbs/1121 Opening Width(for verfically-spondrig mullions)or Opening H eight(for hodlinisly-spartrIng ) 601. 60 In 701. a01ne01n t0�ln 1201n 1401n 160 In p 1.26"X Rectangular TI.PrNmg. Roden Dug, TopTdarsg. Redangular T,.p,Tden9. Redangular heprildong. Rectangular TM dTang. Rectangular TrapITHeno. Raclangula7 aPrldana Reetsngdor Traprmarq. Rectangular Tropridm9. ?pY Loafing loafing Loafing Loading Loafing Loafing Loadng Loadng Loading Lcadme Loafing Loadn9 Loadng Igadng Loading Loafing Loading Loafing cZ V 3.168"x Tube Mull fa I g f- - �. a , �9 1 �� � ��, � �� �a �� �� � &g �� � � � �� N a 8 d 49 c3` d c9 8 8 8 3 3 8 3 5 8 6 8 t9 6 8 8 6 S a m $ g e s13 1 5L hg @ n s r § 5� 1, e� �. a D� a fl, a9 H 5ie z 3e >:� s E ��. �o �� f re �� �e 20 g d` Ee rc ��. O {r{-n- 421n 170.0 620 170.0 435 170.0 144 170.0 478 170.0 am 170.0 606 170.0 D92 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 151.8 1769 170.0 521 W W 46 In 170.0 70B 170.0 524 170.0 050 170.0 5B4 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 660 154.8 1548 170.0 680 132.7 1548 170.0 680 116.1 1548 170.0 600 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1346 170.0 747 167.0 1468 170.0 765 138 170.0 768 119.3 1460 170.0 766 106.4 1465 170.0 756 W 'O o O 641n 170.0 787 170.0 612 170.0 958 170.0 681 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 637 146.8 1378 170.0 B 122,3 1376 0.0 861 104.8 1378 170.0 881 91.7 1376 170.0 861 co rr1 C3 I" 170.0 CID 885 170.0 701 170.0 1003 170,0 797 165.0 1158 170.0 878 139.0 1150 167.4 930 123.6 1158 168.8 910 111.2 1156 150.0 912 144.6 905 70.4 1158 144.5 DOW 69.5 1156 144.5 905 F- W J 631. 170.0 030 170.0 745 160.1 1051 170.0 8SD 137.2 1051 155,9 862 120.1 1051 142.0 &8 108.7 1051 132.3 637 96.1 1031 125.7 630 50.1 10.51 119.5 622 08.6 1051 119.1 821 60.0 1051 119.1 a21 BB In 187.1 057 170.0 709 130,3 957 161.8 604 110.4 057 134.0 700 104.4 057 121.8 777 92.8 057 112.8 781 a3.0 957 INA 769 69.0 957 10D.0 750 69.7 957 98.9 748 52.2 951 98.9 748 721. 125.7 801 135.2 898 107.3 504 116.2 684 91.8 ON 101.3 871 00.4 804 91.4 660 71.6 804 84.7 650 81.4 001 78,9 613 $3.8 804 72.3 633 4(1.0 804 89.9 828 40,2 804 69.11 628 s Z 761n 109.4 722 MA 630 01.2 722 97.2 618 78.2 722 85.3 606 66A 722 76.7 696 00.6 722 70.3 588 54.7 722 65.5 680 45.8 722 69.5 570 39.1 722 68.7 r£5 34.2 722 60.2 564 J O Q S 781. 101.2 885 105.8 600 84.4 885 69.9 588 72.3 685 70.5 677 6J.J 685 70.6 688 68.2 685 61.5 660 50.8 885 80.1 653 42.2 685 64.3 643 362 885 61.4 637 31.0 BBS 60.7 530 f- N 901n e5.9 515 68.0 457 54.0 515 67.5 449 47.1 515 50.1 441 41.2 515 44.7 434 38.8 515 40.6 428 33.0 515 37.4 422 275 513 33.1 13 23.5 515 305 407 20.6 515 29.1 404 Q x Z N 001n 64.3 453 65.8 404 45.3 453 47.1 397 36.8 463 41.0 391 33.9 453 36A 385 30.2 453 33.0 379 27.2 453 30.4 374 22.0 453 26.6 360 IDA 453 24.3 360 17,0 453 22.9 356 �••� CD 3CD 10Bin 38.1 358 39.0 323 31.8 358 32.8 316 27.2 356 28.4 313 235 358 25.2 308 21.2 3511 22.7 304 18.1 355 20,8 300 16.9 358 18.0 293 C/) 3� M 1111n 35.1 338 35.8 308 29.3 378 30.1 301 26.1 336 28.1 297 22.0 330 23.2 283 18.5 338 20.9 269 17.6 338 19.1 285 2 x -y 41 1201. 27.6 200 20.3 269 23.2 200 2&0 260 19.9 200 20.8 258 17.4 290 18.2 263 16.{ 290 10.4 249 U fV Q Q Q 1441n 16.1 201 16.3 188 a �-- Z TABLE 8B m0�O ANCHOR CAPACITY ADJUSTMENT FORMULA: �� � �� p.' Anchor Ce acl Table 11 a ANCHOR CAP.,"„,,,,, Su_IWa 2.7K Cdrxrde 3.5k cone. Helm C4dU Fined CMU PT Wood LId>i (Dljp)X( )=ANCHOR CAP.,,, 6",E110 U4'SSEko d16-Eke 114-SS EI 910610G 1112SIM1 612SIcel MULLION CAP.,,r„„„ AnehorClip Pattema Anchor lype� S'16•EIco UOracon II4'EkoUOmcm Uliraeon 3'16'Eleo ultmcon 1Id'EkoUOracon Aggecator Ueracon AggreOota Scmw(GS)Serav(GS) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eaga Olstarce pn) 1• 2-Uz 1• 2-1/r 3.118• 1• 2-U2' 1• 2-Ur z a1r6' 2' 0.48' 0.541 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN ErrlOeanall n- 1314• 13'4• 1314• 13'4• 2- 1-V4' 1-V4' 1.1/4• 1-U4' 1-1/4' 1-1/4• r 138' I-Tw rates ACTUAL PRESSURE REQUIREMENT FOR THE 2AMbom®4.75'Min O.C./Slanlad WOMel COP o1g.11: MO lbs 300!_ 4501bs 6901ts ISA IDs 2709q 2a0Ins 354 lbs 740105 374 Ibs 664 IDS 046" 341 IDS 442 As 5601_ OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arkhors®1.15-ldm O.C./Slasdard(a Orees)COp(n02) 4801bs 700108 II/A IIIA IIIA 3801_ IIIA IUA IIIA IUA IUA 662lbs 885 ite 11201_ CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchom 4�3•t.11n.O.C.I(2)215 Argte COps/(R93) 700 IDS 7801_ 680108 15801_ IDs 6101bs 660106 WA 7601_ 7481_ 8801bs 18021_ 6821DS 8051_ 7120 i_ MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A 000.45•Ltln.O.C,/ULOp,lnto.125'Alum.tFrg_4) IIIA IUA IIIA IUA H/A IUA ItrA IVA IIIA IUA l8A IIIA IUA td30loe CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arenorl FCOp(Ra 6) 106 IDS 105IDs 2751Ds 4451_ 822106 135 ms 140106 1771os 3701_ 187 Ibs 332 kfi 473 a8 1701bs 221 ms leo Im ADDITIONAL ANCHOR OPTIONS FROM THE 2AAatna®1.15.1418 O.CJF-0U 0.6 240 tbs 3501_ u/n run IIIA Il/A 1901_ lIIn IIIA IIIA IUA wn 34LIbs 442 ros 360 ros ANCHOR CAPACITY TABLE. PRODUCTRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - B wt4dYN8 whh the PloI BenaIng 4atN D� Amp•m100 No FIGURE 1: FIGURE 2: TABLE NOTES: me FIGURE • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miami ado Product C mml ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �\\�N•( LYNN FIGURE3: ,MSO•,.......,r>-J/(( �i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.188• T,.• �1GENSF'•.,ft,P CLIP MUST HEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED S OWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 266• IN PAIRS. )SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �- 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL T %�O�•., S TIN BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T5AND BEA MINIMUM OF.125'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.25'X3.180'X.285'MULLION %� '•."<OR1DP,.•' �•?� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL (1-1/4'VF MULLION) �i L ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 77r S 310 L. SSS 910&1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN 11 y1�1-LEA,P.E. FL P.E.9 58705 TABLE 9A Mullion Capacity Table(lbeite) Opening Width(forvalloaiy-spanning mudons)or Opening Holght(forhod2onlaltysparnblg mWions) ILkc Q sob 60 in 701. act. BON 1001. 1201. 1401. 1601. �33�9$• O 1.26%3.26 Reden9ular TmppTdang. Rmlangutar Trap?MnB. Nelanguter TmprRkng. Rmtengular TMapff Wil. R6clengd Tmp/rdaW. Rectangular 'acimeng. Reclea2ular TMprrdsn9. Rmlmgular Trap/rrkng. lt..Wgular Tmp/rd.eg. >iY Loading Lowing Lmdn9 Lcadbo lasdl g Loadng Lowing I-Wing Lat6n9 Lw 9 L9ad'ng Loadhg Lmdng Loadng Loadh9 Loading Lmd'ng Lwdng X.100 UP 3$ 0 Alum, lMullion a g � � � � �• � � � �' � � � U N z ��m 121, 170.0 620 1170.01 435 170.0 744 1700 1 476 170.0 660 170.01 500 170.0 992 170.0 619 170.0 1110 170.0 521 153.3 1110 17D.0 621 127.7 1118 170.0 521 109.6 1118 170.0 621 85.8 1110 170.0 621 dB N 170.0 70B 170.0 524 170.0 Me 170.0 6& 167.0 978 170.0 870 146.7 976 170.0 801 130.4 078 170.0 677 117.3 978 170,0 000 97.8 976 170.0 600 83.0 078 170.0 080 73.1 018 170.0 680 J W 50.825% 170.0 747 170.0 W] 170.0 898 170.0 631 00.7 027 170.0 6114 171.8 027 IB8.5 TOB 117.2 927 159.1 699 105.6 927 160.3 BBB 87.9 027 150.J 695 75.4 927 156.3 695 65.0 927 158] 69SWe o 541. 170.0 797 170.0 612 154.5 860 170.0 691 132.5 969 153.9 683 I/S.0 069 141.8 669 103.0 669 134.0 660 02.7 869 129.8 651 77.3 869 129.8 652 60.2 869 128.8 652 57.9 889 1288 652 LU p O 60 h 143.2 746 163.8 634 119.4 748 132.3 620 102.3 746 117.6 608 80.6 746 107.8 690 79.8 748 101.0 692 71.8 710 98.6 lie? 69.7 718 93.J 11 61.2 148 83.1 103 Ile 740 07.3 607 M I f� M $ W h 123.7 077 132.0 570 103.1 817 113.2 566 BB.4 671 100.4 655 77.3 077 91.4 648 66.7 077 65.2 639 61.9 677 81.0 534 61.8 671 77.0 629 44.2 677 78.7 629 78.7 677 78.7 629 601n 107.0 617 114.1 630 69.7 617 07A 619 76.9 817 88.3 509 67.3 6IT 78.3 600 59.0 617 72.6 /B4 63.6 617 68.7 469 44.8 617 01.4 483 38.4 017 63.7 402 33.6 617 03.7 462 4 m 72 h 02.9 610 67.1 450 69.1 518 74.2 440 69.2 618 65.2 432 51.8 518 58.6 425 48,1 610 64.2 419 41.4 616 60.7 414 34.5 618 46.6 408 29.0 518 45.0 405 25.9 516 45.0 405 Z -j? 761n TO.5 4G5 73.7 408 667 485 62.6 198 50.3 465 54.9 390 461 485 49.4 384 39.2 465 45.3 379 351 465 42.2 374 28.4 405 39.3 307 25.2 485 38.5 301 22.0 485 381 363 cL J sll) 781. 65.2 441 69,0 387 64.3 441 67.7 379 46.6 441 SOB 372 40.8 441 45.4 366 36.2 441 41.6 380 32.6 441 38.7 356 27.2 441 34.0 349 23.3 441 33.1 348 20.4 441 32.7 315 J g 9 3z BO In 42.4 332 43.8 205 35.4 732 37.0 289 30.3 332 72.3 281 266 3J2 2a.e 280 23.8 J]2 28.1 278 21.2 JJ2 2d./ 272 11.7 332 21.3 268 16.2 332 10.0 202 13.3 372 16.7 260 O `- r BOh 35.0 2BI 36.8 260 2B.f 2B1 30.7 356 26.0 211 28.4 252 21.8 291 27.6 218 19.4 791 21.3 211 17.5 RBI 19.6 211 14.8 281 1J.1 218 12.5 201 15.0 272 ZQ r Q m p Z N r 108h 21.6 210 26.1 208 20.6 210 21.1 205 17.6 210 19.3 201 16.4 230 16.2 198 X 1�m 00�O 111 In 22.8 218 27.1 107 18.9 219 10.4 1& 18.2 210 160 IBI 11.1 218 11.9 186 UJ;N d( o B 1201n 17.9 187 102 170 14.0 187 15.3 167 111"Cl) U ry Q O O d r Z (0 (n TABLE 9B ANCHOR CAPACII'YADJUSTMENT FORMULA: °�°O*O m AnehorCa acltyTable(Ibs) ANCHOR CAP.,,„,,,,, �aa� 6-1,11: 2.11 GmeWe 3.5k Cann, NO90N CMU Fllkd CMU PT Woad 1Iets1 (DP,)X( )�ANCHORCAP.- 6110'Elm 1/PSS Elco 6/1G'Elco I/4'SS EIm 010 Steal 812 steal 1128 cd MULLION CAP--) 33110P Patterns An9larTypa: 3118•Elm Uamcm 1!4' CAP.- Eke Ullraon 1718•Elm ullrecon tl4•Elco Ullmeon ) USE THIS FORMULA TO OBTAIN THEANCHOR Uluecon Ag9mGalar Ulvawn Aaee0alor Screw(05)Senw(G$ Scme(GM Edge Olslance On): 1• 2.112' 1• 2-9r 1118- P 2.102' P 2-102- r 3.116' 2- 0.48• 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Emhdmenl0n: 1-Y4' t-Y4• "4' 1-Y4' 2' 1.114' 1.114' 1.114' 1414• 1.114' 1-114' 2' Mal I-=, %odea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Alglgn�4.75'MIn.O.C,/StaMar0 or O6ml qlp(Fq.1): imam 390 lbs 450 lbs NOits 16141bs 27010.3 2801w 1541bs 141 to, 314 lbs 664@3 040 lbs 341 1b, 442 lb, 560 Ns OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm(91.15'hiln.O.C./standard(or OB4el)alp(Fig.2t 480IDs 700 lbs WA WA NIA WA 380 Iba WA NIA WA WA WA 682 lbs BBS lbs 112010.3 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Am7d1a®3'MI60.C./(2)245Anek glpsl(Fy.3F 7801m 780IOs BBO Ibs 156010.. 1898 lbs 51010.5 560 lb. WA 760 lbs 14810.3 880 IM 1892 lbs 682 8851W 112010.3 MULLION.IT WILL YIELD A MINIMUM ANCHOR SArolara 0.54'Min.O.C./UCIIp,Into.IOW Alum.(Fig,dp WA WA WA WA NIA WA WA WA NIA JA WA WA WA WA 95010.5 CAPACITY WHICH MAY BE USED TO QUALIFY I ArchNIFCUP(Fig.S): iBS Na 185 ms 225 lbs 445103 022 lba 135 lbs T10les 171155 370. 167153 33210.5 473163 170103 2211Da 280 1b3 ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhas®1.15.611..O.CJ FCTlp If19•Bh 24010.5 J50 Ns WA WA N/A WA 100 ro3 WA NIA WA WA WA 31110.5 44210.5 58010.5 ANCHOR CAPACITY TABLE. RODUCPREVISED uild(Ios oade the Florida a«p16an7 N0 4- .01 FIGURE 1: FIGURE 2: TABLE NOTES: -1'250' gqD • • SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION O Aland D ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ado Pcoducl Cowrof 111 1111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\\� �y LYNN ' FIGVRE3: 3.250 \,.•' \GENS F ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � T � @ '•.9 � CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. >t Nu.58705 ' 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - : GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL .100' FIGURE4: FIGURES: FIGURE B: '7� 6J'�'• BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -I- S ATE • 6083.75 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I %��('•.,!'<OlttoP,.•'��`� .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1-.25'X 3.25'X.100' O O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, MULLION 7, • #10 8 012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR410 S.S. A.LYNN MoNn�-IBLk1 P.E. FL P.E.#58705 TABLE 10A ® �� Mullion Capacity Table(Ibad) 7: ,_n7, FF Opening Wd81(forwdicelly-sperWnpmtlllons)or0pening Height(forhorizor6e0yspenndng mullions) W3s, Q 50 N Gain 701. 80 In 901. too in 120 in 140 In 760 in X13 0 Recta uUr Tn ia�p. Reden9ulV topBden. Redm uler Tu 1Z6%3Z6 Mr 9 0 pTdeng. Reetanguler T4ep/rdan9. Rederqulaf TrepRdong. Roetan9ulor Tfapfrdang• Rectongalar TnpRdane• Rectangular TropTdang. Reetangdar TrepTrleng. y�c %.824 Loading Loading Loading Landing Loading Loading Loading Loading loading Loafing Loading Loading L.24 Loading Loading Loading Loading Load[% oY g U Alum.Tube .b' .�.. '� .y.. �. �',. � �.. 'B •�'.. .F^. .F ., � •�.. � -. IIF... . .. � •f,. •5 •Fu-, .'-, .5,. .y k',_ .�• .u�.. .a •5,. Mullion :L ga a sa �. ea >@ a ga & �� ge gag ga ��. a $ �� >: �� e�, � ,, ga v ga a is u v ogg a v v v oe v oe v u usgg v ug v u v v v o v9g o v u$ oa ci v v u'_ o a m a 5' t6 5'§ �,' So- n IS`� P•4 IB y"B '-'' 9'S a Pu.£ 3 6 5 e 5'� 5'3 >� 5 a O nY 421n 170.0 620 170.01 435 170.0 144 170.0 478 110.0 869 LU 170.0 606 170.0 992 110.0 619 170.0 1116 170.0 521 170.0 1240 170.0 627 110.0 1188 170.0 621 170.0 1775 170.0 621 170.0 1987 170.0 521 J W 48 in 170.0 708 170.0 624 170.0 850 110.0 684 170.0 992 170.0 639 170.0 1133 110.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 68D 50.626 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 72] 170.0 DO 170.0 747 170.0 1494 170.0 766 170.0 ITO 170.0 756 1526 1877 170.0 766 133.6 1877 170.0 766 A p O 64 in 170.0 797 170.0 612 170.0 SSG 170.0 691 170.0 1116 170.0 754 170.0 1276 %70.0 603 170.0 1434 Woo 837 110.0 1594 170.0' 656 166A 1759 170.0 661 134.1 1769 170.0 861 117.3 1769 170.0 661 00 o f-- 601n 170.0 SEES 170.0 701 170.0 1063 170.0 797 f/D.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1013 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 110.0 1063 F V rp J 63In 170.0 930 170.0 745 170.0 1116 170.0 660 170.0 1302 170.0 940 156.6 1370 170.0 IDIS 139.2 1370 170.0 1076 126.3 1370 164.0 1082 104A 1370 165.9 1012_ 89.6 1370 155.3 1870 78.3 1370 165.3 1070 � LU � 661n 170.0 974 170.0 709 170.0 1169 170.0 9D3 1555 1248 170.0 1002 1362 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 goO 1248 130.4 978 17.8 1246 129.0 976 69.1 1248 129.0 976 e Z (n g �• C g J 72 i. 161.8 1019 170.0 BTB 1]9.9 1019 160.2 092 119.9 1019 1]2.1 976 1619 1619 119.1 860 931 1619 109.7 84B 83.9 1079 102.7 078 69.9 1049 91.7 826 69.9 1049 91.2 820 624 1039 91.1 B20 J •yW 0 76 in td2.T 971 119.1 EEM 118.9 911 126.0 805 101.9 931 171.2 791 89.2 941 100.0 717 79.3 9J1 91.7 766 71.4 911 05.6 767 69.5 941 77.6 T4/ 51.0 911 Id.O 777 44.6 971 73.3 776 J 'Y _ 5 cZ '3 Tei. 132.0 894 137.6 783 110.0 894 116.9 767 93.7 894 102.4 767 026 891 91.9 740 73.3 694 64.1 730 66.0 894 78.3 721 55.0 894 70.7 707 41.1 894 67.0 701 41.3 891 66.1 698 gain 85.9 671 88.7 696 71.6 671 74.9 605 VA 671 65.3 515 67.7 671 68.2 666 47.7 671 62.9 558 43.0 671 40.0 651 35.9 671 43.1 639 30.7 671 39.7 531 26.9 611 37.9 526 Z � Q N p 961. 70.8 590 72.0 527 69.0 690 61A 618 50.6 590 63.4 609 44.3 690 47.6 502 393 690 47.0 494 35.4 590 39.6 lee 29.6 690 34.7 471 25.3 590 31.1 d69 22.1 590 29.8 464 � X$Z W•,5 E144 49.7466 60.0 421 41A 466 42.8 414 35.6 466 77.1 408 71.1 466 32.9 402 27.6 466 29.7 ]96 23.9 466 27.1 391 20.7 465 23.6 382 17.8 466 21.2 315 16.5 466 19.6 370 10 a 'o-d45.6 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25A dill 272 376 22.9 411 21.9 372 19.1 411 21.6 763 1fi.1 441 19.3 356 14.7 441 17.8 351 LUCO36.3 378 36.9 344 J0.2 370 31.0 339 25.9 178 20.8 334 72.7 378 2].7 329 20.1 778 21.3 325 10.1 778 19.6 J21 15.1 370 16.1 311 x 21.0 262 21.2 242 17.5 262 17.8 239 15.0 762 16.] 276 (.) N Q O O a z TABLE IOB ANCHOR CAPACITY ADJUSTMENT FORMULA: ..�'_ sumo AnchorCepaelty Table(]be) ANCHOR CAP.,,,,,,,, Suaelale. 2.7K Ca rule 3.5k Cmc. Htl1ow C61U F1IWC1,IU PT Wood Mdd (DP..)X( )=ANCHOR CAP.,,, d1C Eico P111A `V IC Elco V4•SS Elco 810 Sled B12SIWI N12 SI�1 MULLION CAP.,,„,,,,, Anchor Clip Palteme Anthar7ypc 3.1S1E1co UInxcn 114'ElcoLlMacm afiG Elco Uttrxm 114•Eko Uaacon ( ) (G ( USE THIS FORMULA TO OBTAIN THE'ANCHOR Uttaem UOacm AggreGalar Scfer C� Screw 5) Screw(G5) Edge aga ce on) 1• 2.112• 1• 2-112• 3-778' 1• 2-11T P 2-11Z3-V8" 2' 0.48' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emtednmf n Pad faV' 1374• 1874' 2• 1.114• 1.114• 1-1/4• 1414• 1.114• 2' t•3re taws• Cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 4.75'IAIn O.C./Slernam a Oiael Cep(Mg.17 360 IDs ago 108 450 Iles eD01os 164410s 27010s 200103 351 Ras 740167 663108 gds Its 341105 442105 1:60 ma OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhas @ 1.15-Min O.C.I Standard(ar Offsel)Cop(Fig.2y 48010s 700 lbs NIA IIIA I11A IIIA 3001as IIIA IUA IUA IUA 682 W 065 ms 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AfKmn®3'Min.O.C.Im 2(6 Angle Clips/(Fig.3) 780105 70D In; 60D lbs 1660103 ING lbs SIOWS 660405 N/A 760lbs 880 IM 1692 Its 682lbs 885 itis 1120 ros MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amh=Q0.67•IAIa.O.C./UClIp•inlo.100'Alum.(Fg.4)'. NIA IUA I41A IUA 141A IIIA IUA IUA RIA IUA IUA NIA WA 050 Its CAPACITY WHICH MAY BE USED TO QUALIFY 1Arc1ar1FC5p P9.t7. 105034 IOSID3 225 lbs 4451Ds 6?2105 135lbs 140 IM 177 Ins 370161 33211A 473 lbs 170705 2211b3 Zoo lm ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBYIsGD 2 Anchm @ 1.1G Min O.ClFC6 p.ley 240®s 3:0108 IIIA IUA IIIA IIIA 100IbG NIA WA IIIA IUA IUA 1 341 lbs 442 ib9 760105 ANCHOR CAPACITY TABLE. coI ng whh the Florida tro No uOdlEarim o •O Edo capm FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' �6 s • • e • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION '1� dc Product Co�:trr, ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7111111//! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�� ANY LYNBV NI FIGURE 3: � c1 .•'�1GENSF'Ce4a, ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' F.• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1+,- '•.it • • • • No.58705 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 624 90.WOOD SHALL 6 . ! 2-`t BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE Q STATE OF L • 8083.75 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND � (•'•.F[ORIOP,•'' \� .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALLi S •""' ` O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25•X.624' ",'91ONAL 010 8.012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 3 MULLION A.LYNIUIMILek P.E. L-�-j E FL P.£.0 58705 TABLE 11A � h, Mullion Capacity Table pbaRP) y, m Opening W6d81(for wdicaly-spamilng mullions)or Opening Helght(lorhOdmNeV.spantdng mullions) 50 In 60 in 7010 86 In 90 is 1001n 1201n 1401. 160 in 1.26X3.94 Rett°"B"ter vooima. Reda.gAar Trapint.a RndengAar I Trsodang. Reafa Whu TtapAd-1 Rscl-pUr Treprrdang. Rodragular Trga&ng, Redengular TrapfrOM R.140 Aar Tffnnn8. Reet.N*1 Rsp+Giang, 5`pa�c X.624 Loading 'Loading Loading Laad%ng loading Leading Loadn6 Loading Loafing Lo&P Landing Loading loading W.. Loading Loedinp Loading Londing nZ Alum.Tube .s .§' •§'.. s .4� .• . .. k' .g_ •• .5"_ :� £ .s., .s .€w .g .�'.. _ £ •€,. •` '.. •�' .g".. £.. € �.. £.. �' .s i of Mullion & ir� "a3 a $a Aga age, a ag a ag u ag a ag N uv u civ u u a vv ei vv $ a v vv v uY v vv v u ua9 v v n v u uv u u u V.I �& a R 1 4 1 0- fe- O IcI-n- 42 in 170.0 620 170.0 435 170.0 744 170.0 470 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 tmo 1240 00.0 621 1700. 1488 170.0 621 170.0 1736 170.0 621 170.0 1903 170.0 $21 J W 49 in 170.0 708 170.0 624 170.0 050 170.0 686 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 600 00.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2261 170.0 600 ' 2 50.625 N 170.0 At 170A 663 170.0 896 470A 631 INA 7046 170.0 684 170h 1195 170.0 723 t70A 1346 170.0 TO 170,0 1494 tJQO' 766 170.0 1793. 1700. 765 170.0 2092 170.0 766 170,4 2391 170.0 768 2 64 in 170.0 797 770.0 612 170.0 946 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 831 170.0 1696 170.0` 056 170.0 1913 170.0 661 170.0 2231 110.0 est 160.2 2403 1700 861 C.0 0 ca 60 in 170.0 885 170.0 701 170.0 1063 170.0 197 170.0 1240 170.0 878 170.0 1411 170,0 944 170.0 1694 170.0 996 170.0 t111 179.0• 1073 170.0 2125 170.0 1063 1483 2163 170.0 1063 t29.0 2163 170.0 1063 r) 413 631n INA 930 110.0 745 170.0 1116 17oA 050 170.0 1302 170.0 940 170.0 1480 170.0 1015 1700. 1613 MA ON 170A 1659 11DA 1122 1669 2060 IT0.0 1169 134.6 2060 170A 1171 117.7 2060 110,0 1171 �.U1 � 6610 170.0 974 170.0 709 170.0 1t69 110.0 903 110.0 1361 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 110.0 1948 170.0. 1210 1410 1966 170.0 1276 122.6 1966 170.0 1286 ID7,2 1966 170.0 1206 c) m 721n 170.0 7063 170.0 878 170.0 1276 110.0 1009 00.0 Use 170.0 1126 170.0 IND 170.0 1228 164.1 1734 170.0 1316 t38.7 1734 169.0 1386 115.9 1731 155.9 5364 99.1 1734 150.4 1362 86.7 1734 1S0.2 1362 � 0 7610 170.0 1122 170.0 931 170.0 1346 110.0 1000 158.6 1556 170.0 1209 1170. 1556 165.2 085 131.1 1556 151.5 1266 Ifi.9 1556 U13, 1261 90.J 1566 128.3 1729 84.2 1556 122.3 1219 73,7 1656 121.2 1216 2' W u Ez- 781. 170.0 1151 170.0 907 170.0 OB1 00.0 1116 155.9 1417 169.3 1246 136.4 1477 152.0 1224 121.2 1471 I39A 1206 109.1 1477 129.3 1191 10. 90.9 1477 116.9 1169 ITA 1471 18 1168 60.2 1477 109.3 ItU q u 90 In 112A 1110 146.6 986 118A 1110 123.9 968 101.6 1110 107.9 951 Me 1110 96.3 936 78.9 ItIO 87,6 922 74.0 5110 80.7 910 69.2 1110 11.3 891 60.7 ICAO 65.6 878 44.4 1110 11.1 970 7" q Q N O 96 in 111.0 975 1203 872 9L5 9X6 101.6 866 87.6 915 88.3 842 73.2 975 78.6 829 65.0 916 71.2 017 68.6 976 GSA 007 48.8 976 67A 789 41.8 976 52.3 TIC 36.0 976 49.3 761 X iZ W a 1081. 821 171 64.0 691 b8S 771 70.7 685 68.7 771 613 674 SIA 771 54.3 681 46.7 771 440. ]3T 41.1 111 44.9: 647 34.3 771 36.9 632 29A 771 35.0 621 25.7 711 32A 812 GT3 t oa 111 In 76.7 730 1r.3 661 63.1 730 65.0 660 64.1 130 $6.3 610 473 T3D 49.9 631 42.1 730 45.0 37,9 730 MAJ 614 31.S 730 35.6 600 27.0 730 31.9 589 23,7 730 29.6 Sol Eej 120 in 691 624 61.0 669 49.9 624 613 660 42.0 62d 44.3 652 37.3 62d 39.2 644 33.3 624 35.3 30.0 624 32.2 631 25.0 124 27.7 619 21.4 624 24.6 609 18.1 624 22.6 501 D' X 144 1, 31.7 d33 35,1 400 28.9 {73 29.4 395 24.8 133 250. 390 21.7 433 22.4 383 19.3 433 20.0 0.3 433 162 316 U IN Q 0 °'�{ z 90 TABLE 310 pnchorCepaclty Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ' E �� Substrate2.7K00M.". 3.5%Cme. Holum ChillFNadeliU PTWoaa hield (DP,)X(ANCHORCAP.,,a,,,,a�)_ANCHOR CAP.,,, 51181 Elea i/4'SS Ekd Y1G Ek0 17-0'S9 EIED NIP StOU N7251ce1 N12 Slfcl ``MULLION CAP.,,,,,,,,, AnchatCBpPetiama AncaorTjpe TIC'Sita wIrdEOh U4'EkoUtbacon US, 3't5'ficoUttrsm 174'EkaUi(rMon AW002for Udrazm A99MCACC Strew(M)SCM(M Screw GS} ( USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslarce n) to 2-Ifr t' 2.112' 331fi8' 1' 2-112* 1' 2-172• r 3179' 2' 0.46' 0.64- 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emt=mt 13x4- 1314' 1-314' taro• 2' I-v4' 1-114' 1474' t-u4' 1-1r4' 1474• z' t-ww 13'6' ,ales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.751 LPn O.C,I Slamam or Ofs61 cop p10.tY 3901051 390 Ps 49llos 09011. 16U ins 270172e3Its 0341bs 740 Its 374 MS 66411.1 916 lbs 341 ins 4421bs 5601te OPENING,WHEN IT IS LOWER THAN THE MULLION 4ArchorS 01.15'44in O.G IStanMtd(tt IXtitt}gyp¢10.21 400 lbs 700 IDS WA IVA IIIA 141A 380 Jus IItA RIA 111A WA Ark 6821as 895 its 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED {Archon 03'7AIn.0.0,1(41216Ma310 CaZ001g.3) 780 le. 100ibs 660IDS ISM Its 18961bs 6101as 6W11as NIA 7601bs 74810% ODD ILS 1002 to$ 6021bB 865IbS 1120101 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4ArctOM @ 0.54.6tin,O.C.T UC9p,In20.100•Alum.(Fg_4) IUA IVA 111A IVA 111A NTA IVA NIA IVA NIA IVA IVA IIIA IVA 1297 Its CAPACITY WHICH MAY BE USED TO QUALIFY farcMTI FCOp(FlD 6Y 1061.951 14351.951 mlbs 045{Ds e22 ib6 135 ros too ms 1111.9% 370lbs fel ros 3721.96 473105 tta ros 2zf 1111 Zea tm ADDITIONAL ANCHOR OPTIONS FROM THE 2Mclnrs 7.19'6110O.0/FCOp(FlD 210 Ns 3.11100 ILIA WA NIA NIA 190 lbs IIIA tUA 141A TA IVA 340 ms 4421151 :solos ANCHOR CAPACITY TABLE. PRODUC7•REY1the 651 tomlatytng whh R1a Florida Baudle8 Cwc 1.250' Acapt�ltvNo 7 J.� FIGURE t: FIGURE 2: TABLE NOTES: S'xDIna 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miami ad.pro ucl Coarol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `\ll t 1111111/' "Nk"'v-, . ,1 1t11117j,7 1. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3; ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.04' CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _`14'•' No.66705 BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -0 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00•WOOD SHALL ��' �S ' FIGURE 4: FIGURE 6: FIGURE 6; - S ATE0 Q�� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 624• G'� FL0771Dh. ! 6063.75 AND BEA MINIMUM OF,100`THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ._t 'i F ••.., ,. fl ANCHORS INTO META.045-THICK(IS L HALL EXTEND AT LEAST 3 SCREL STEEL TO BEAT W THREADS BTJ 25- I YOND TCK AND HE MATERIAL. 1r S/ONAU #10&#12 ANCHORS INTO WOOD MAY BE STEEL,1B•8 S.S.OR 410 S.S. 1.26'X 3.04'X.624' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE12A Mullion Capacity Table Ibellt3 0 o^nen s Opening Width(forvertically-speming mUllons)or Opening Height(for lnd2onlogy-spemirg m illons) 50 In 60 in 70 in 601. 90 in 1001n 1201n 1401n 160 In x �g•� LL RaWguler heplMeng. Rectangular Trepmang. Rmlangular TropRdonp. Reclan8tl., TrepFTdeng. Reclanpular RoprIdong• Rectangular Trep7Tdang• Raamguler Troplidan0• Rectangular Trapl7dang• Roclangular TrepRdang. 0 �do 2%4X26 Loadng Loadng Loadng Leadne l.oedng Loadrg Loadng Loadng Loadug loednp Loadne Loadng Loadng Loadng Loading Loadng Loadng Loading AIum.Tuhe F .^ Mullion ��, $L� , gg � L0 8 8 v 8 a O 8 8 8 8 O v 3 tl a c7 8 tR t� c3 cg c9 N a § E ¢ a. §� 1r �� b• eg � W 421n 170.0 620 170.0 435 170.0 741 170.0 478 170.0 666 170.0 606 170.0 092 170.0 519 17oo 1116 170.01 521 1170.0 1240 '170.0 521 170.0 1498 170.0 621 170.0 1735 170,0 521 170.0 1883 170.0 521 0 4a In 170.0 708 170.0 524 170.0 81% 170.0 581 170.0 BD2 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 .170.0 680 170.0 1700 170.0 680 170.0 1863 170.0 680 170.0 2267 170.0 680 lL 60.625 In 170.0 747 170.0 563 170.0 895 170.0 831 170.0 1048 170.0 684 170.0 1195 17oll 723 170.0 1M5 170.0 747 170.0 1494 1170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 766 170.0 2391 170.0 756 2 �o � 641n 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1474 t70.0 837 170.0 1694 170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 661 170.0 2650 170.0 gel W � 0 601n 170.0 885 170.0 701 170.0 1087 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1594 170.0 996 170.0 1771 ,170.0 1033 170,0 2125 170.0 1063 170.0 2478 170.0 1063 160.8 26M 170.0 1063 j In 63 In 170.0 830 170.0 745 170.0 1110 170.0 650 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 160.7 2553 170.0 1171 145.9 2553 170.0 1171 7 68 In 170.0 874 170.0 789 170.0 1169 170.0 903 170.0 1354 170.0 1002 170.0 1658 170.0 ION 170.0 1753 170.0 I165 170.0 1040 170.0 1210 170.0 2338 170.0 1275 1619 2437 170.0 1286 132.9 2437 170.0 1268 2 721. 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 1488 170.0 IV$ 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 145.6 2164 170.0 1468 124.6 2184 170.0 1520 109.2 2184 170.0 1530 Z zZ¢` 2 •� 78 in 170.0 1122 170.0 937 170.0 1M6 170.0 1080 170.0 1670 170.0 1209 770.0 1794 170,0 1322 165.1 1960 170.0 1421 148.8 1960 170.0 1605 123,8 1960 181.8 1618 108.1 1960 164.0 1535 92.8 1880 152.7 1571 j n .� 78In 170.0 1131 170.0 887 170,0 1381 170.0 1118 170.0 1811 170.0 1260 170.0 1842 170.0 1369 152.7 1881 170.0 1474 137.4 1881 16J.1 1600 114.5 1861 147.3 147J 99.2 1861 139.8 1159 85.8 1881 137.6 1454 __j 0 rcrt 901n 170.0 1326 170.0 1144 149.1 1390 150.0 1219 127.9 1398 136.0 1188 111.8 1398 121.3 1179 99.4 1398 110,2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 35.9 1398 78.9 1098 �' j Q 08H 147.4 1229 161.6 1088 1729 1229 127.8 1078 105.3 1229 111.2 1061 0L 1228 98.9 1041 81.9 1229 89.8 1029 7J.7 1229 62.4 1018 81.4 1229 72.2 893 62.7 1229 85.9 977 46.1 1229 62.1 967 F- „Z co 1081n 103.6 971 105.8 877 68.3 971 89.0 662 74.0 871 77.2 649 64.7 871 88.4 837 67.6 071 61.8 825 61.0 971 66.5 816 43.1 971 49.1 708 37.0 071 41.0 782 32A 971 40.8 711 131 u 0�.- ui N 4 0 0 of 1111n 95.4 910 97.3 632 79.5 910 81.8 819 89.1 910 70.9 606 59. BIB 62.9 704 63.0 918 58.7 T__ 819 51.8 774 39.7 919 14.8 758 31.1 819 40.2 742 29.8 919 37.1 732W X 1201n 75.6 766 76.6 718 62.8 188 81.6 705 53.9 706 55.8 695 47.2 186 10.4 888 41.9 786 41.4 786 40.5 Elie $1.5 788 M.B 657 27.0 788 31.0 641 2J.6 788 28.4 831 144In 43.7 648 41.2 604 38.4 518 37.0 488 J1.2 618 31.0 401 27.3 Me 26.2 485 21.3 548 23.3 179 21.6 618 '22.8 174 10.2 648 19.6 184 15.8 616 17.2 d55 13.7 648 16.6 NB (N TABLE 128 gN Z m0 O ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce Fealty Tab]a(iba ANCHOR CAP.,,,,,,, - >•� Su091210 2.7k CDMM. 3.6R Com IhBow Ulu FNea C6tu PTWood Metal (OP-)X( �=ANCHOR CAP.,,, 8 � rc� 4116•Ello 174'SS Elea 5116"FJco 114'SS FICO 910 SICd 012SNrel JIM Stool MULLION CAP.,„,,,., AnchorCllp Patterns Anchor Type 3.16'ElcouBracal 1I4'Ekounmcon UNacon YI6•Elco alracon tl4'EkoUmacon Agg00dor U8rac00 Ag)mOstor Screw(GW)Smy(G5) Scrcw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge astancopn) 1• 2-gr 1• 2-VT 3-1f8' I. 2-Ifr 1• 1 2-112• r 3-1113' r 0.48• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emb60nmlgn) 1314• 13'4• 13'4• 13'4• r 1-U4' 1.114' 1-114' 1-114' 1-114' 1-114' r 1-3'8' 13'6• tames ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancam Q 4.75'min.O.C./Stardaxd orOOse!Cap O'4.182) 390 ms 39D As 4`A IDS 8901be 1641 IDs 270109 2801[8 3M lbs 740100 374 Ins 661 m4. 046lea 341 IDS 44211,6 %ams OPENING,WHEN IT IS LOWER OF THE E SELECTED MULLION 4 Archers Q 2.6B'1,110 O.C.I StanMm(MOUSO)Cllp(no.3) 740 Ibf 74000 6301bs 1485lbs 1424 lbs h/A 50 Re IIIA 6951M IIIA 800 ft IUA C82ms BBS Iba 11201[6 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amhore®1.71•)dlOO.C.I Slzndam(or O(MI)Clip(Mg.4) 665 ma 0501 768 m9 19461bs IIIA IIIA 705Ita RIA 709 IM NIA IUA IIIA 1022108 13271bs 16801¢5 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctnrs®3'lAN.O.C.I(2)215Atgle Cops/(Flg 6) 7B0IDs 7 m 6601Dz 15601Ds 1B9G Ibs 6fOms SBD IOa RIA 7601bs 748109 BBO Ibs 1BfQIls 1821De abs ms 1128 m5 CAPACITY WHICH MAY BE USED TO QUALIFY 6Arclnrs@TMIn.O.C.I(8)2CSAmle Ctlps/(Rp.6) 1170105 1170Ito 1020ms 2MMe 28M lbs 3-1 Ds 840109 IIIA 1140 IDS 1122lb9 ' 13201¢5 20381¢0 1022Iba 1327 me 1600 Im ADDITIONAL ANCHOR OPTIONS FROM THE 3Arctom@1.M'Mtn.O.C./UCflp,Into.125'Mm.(Fp.7) IUA WA RIA IUA IIIA IIIA IUA IIIA IVA IIM IUA IUA NIA IUA 10731 ANCHOR CAPACITY TABLE. PRODUCTRBYISBD 6ArcMr9®0.61'I.11n.0..1 UClIp,mlo.125'Alum.(F1p.e) NIA IUA IIIA IVA IIIA NIA IUA IIIA IUA IIIA IUA IUA IIIA IVA 21 Im 9s e011*111g tt11h 160 Florida. 2 MChors®268'I.IIrt O.0/FCOp(F1p D) 370 ms 370105 316 ms 743 ne 712108 NIA 280Ied t11A M811e NIA 140108 IUA 371105 442 me 160 ms Bundlas Cl7dc 3Arc=01.71'Ih11n.O.C.IF•alp(F7p.IO) 443415 525105 370 ms 9731[8 IIIA IIIA 3531es IIIA 3B91be IIIA IUA IUA 611105 661 IDs 810103 oocpt9nco NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' (Oml a OPraducl Controi • • • • • • • ,TABLE NOTES: 11111 n i I I III • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �<` k\'j .... v 11 • • • • • GENERAL INSTALLATION METHODS. 'l�•'•�1GENSF '•.FAQ FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •'i4�: • • • • .250' -- 4.000' _ t4•: No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS HOLES TO BE ATEHDRILLED IN _ - THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED, ED,APPROXIMATE HOLE • • LOCATIONS. NTE O- 1� FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ':0�` ••.,FCOR101 •��� [11 (FIGURESb&6) (CMU)SHALL CONFORM TO ASTM 480.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. S MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 2'X 4'X.25'MULLION �7r7 10N A\- 1t` IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN IMILLER,P.E. 0 [E THREADS BEYOND THE MATERIAL.910 8 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.S 58705 TABLE13A `ash Mullion Ca ao TablO Ibeffe °0 � Opening Width(forleAicaly-sparring m0lons)or Opening Height(for horizontelysp6mirg m1/8ons) 601n 601n 7D In Bo in 901n 1001n 120In 1401n 1801n Roctan9ukr Troplidong. RodanOdor TrspRdong. Rocarngul,r 7roprTdong. Raalan9dar Trop7dang. Ralorgda TrepRdengal dang. Reor TropRdang. Redonguiar TmpfTdang• RedengNer TreryTdang. Rectangular TmpRdang. d O 2x 8x.26 Loading Loading Lradng Loadng Loadna Loadn9 Loading Loading Loading Loading Loadng Loading Locdrg Lowing Loadog Loadng Loading Loadng Alum.Tubo z• a i a a -, _ _ _ a 2:a N a ab z> i• ID a x 2^ o= $ Mullion 8 �3 � � $ s �$� °s � - 3 3 3 0 c3 c$ aP t9 r9 t3 c3 c3 3 3 t3 u B 1S 8 d` N s� � �9 421. 170.0 020 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 621 170.0 1061 170.0 621 W 481n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 902 170.0 030 170.0 1133 170.0 rAI 170.0 1275 170.0 077 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1083 170.0 880 170.0 2267 170.0 680 J. W 50.625 In 170.0 747 170.0 563 170.0 690 170.0 631 170.0 1046 170.0 681 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2381 170.0 766 Cf: A 541n 170.0 787 170.0 612 170.0 056 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 110.0 837 170.0 1694 '170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 881 170.0 2550 170.0 881 �O o 601n 170.0 805 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 990 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1063 170.0 2833 170.0 1083 F co J 531. 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 110.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 J ,S 601n 170.0 074 170.0 769 170.0 1169 170.0 903 170.0 13M 170.0 1002 170.0 1558 170.0 1080 170.0 1753 170.0 1165 170.0 1948 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1286 Z g a U) E e C 721n 170.0 1083 170.0 07a 17D.0 1275 170.0 1009 170.0 1468 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1408 170.0 2075 110.0 1529 170.0 3100 170.0 1530 J 701n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170,0 1570 170.0 1209 170.0 1791 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1629 170.0 3140 170.0 1694 170.0 3580 170.0 1705 J 0.o �Z 781n 170.0 1151 170.0 987 170.0 1381 170.0 1116 170.0 1011 170.0 1250 170.0JiU2UO.00 1369 170.0 2072 110.0 1474 170.0 2302 170.0 1584 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3863 170.0 1706 QJ901n 170.0 1328 170.0 1144 170.0 1694 170.0 1328 170.0 1859 170.0 1498 170.0 .0 1053 170.0 2391 170.0 1797 170.0 2858 170.0 1018 170.0 3108 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2381 ZZZ) Z N o961. 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1822 170.0 ZZ .0 1794 170.0 2550 170.0 1952 170.0 2933 1740 2095 160.0 3109 170.0 2378 137.1 3199 166.6 2470 120.0 3199 158.1 2428 H '- o108In 170.0 1594 170.0 1409 170.0 1013 170.0 1847 170.0 2231 170.0 1870 170.0 .0 2078 INA 2781 170.0 2271 148.3 2761 181.9 2333 123.6 2781 140.4 mat 105.92781 125.9 2234 02.7 2781 116.0 2190 N $111 in Vol) 1030 170.0 1454 170.0 1088 170.0 170.0 2293 170.0 1932 170.0 .0 2149 151.8 2032 102.3 2245 130.0 2632 148.4 2216 1138 2032 128.4 2188 07.6 2832 115.1 2120 85.4 2872 108.3 20X 1201n 170.0 1771 1740 1588 170.0 2126 170.0 1858 151.4 2252 159.9 1981 135.1 .4 198{ 120.1 2252 1272 1838 108.1 7252 418.1 1915 00.1 2252 99.8 1872 712 2252 08.0 1878 87.0 7252 81.4 1808 X 1441n 125.1 1564 128.8 1415 104.3 1584 106.1 1425 89.4 1501 815 1407 78.27 1390 69.6 1584 72.3 1773 62.8 1564 65.7 1358 52.1 1564 56.0 1330 44.7 1564 49.2 1305 39.1 1564 M.4 1283 Q-.N O O TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table([be) ANCHORCAP.,,�,,,,, Substrate: 2.7k Comrslo 3.5k co". Hotlom CMU Filled CMU PT Wood Metal (DP,)X( )=ANCHOR CAP.,,, 5118'Eko 114'0S Cleo 5116'Elco 174•SS Eke 010 Steel 012 Steel 812 Slad MULLION Anchor Clip Panama Anderryps 3116'Eke Ultracon 114•Elco Ixiracan Lit 3118'EkoUltracon 174'Eko Ulbacm Ag9mGator, UOmcon AggreGafor Soroer(G5)Scree/(G5) Saw(G5)w(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Cl,lence on): 1' 244 1• 2-12• 3-118• 1- 2.112• 1• 2.1/2• 2• 1118' 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment par. 1V4• 1.3/4• 1.314• 1-314' r 1-1/4' 1.114• 1.114' 1-1/4' 1.1/4' 1.114• 2- 116' late• ,edea ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom@4.75-MIn.D.C.I Standard or Offset CIO(Fig.182): 390 Ma 390lbs 450lbs 690 ths 1644 lbs 270 too 28D lea, 354 lbs 740 lbs 374168 664 lbs 9461bs 341 ars 442 lb, so lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 An,has @ 4.68'hen.0.0./SI.Werd I.0%.I)Clip(Fig.31 780[be 760lb. 900lbs 17801W 3232 lbs 540 lbs 5601 W 706lb. 14801b, 740 lb, 1272 the 189216, 662 lbs 085 lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchor@1.71'Min.O.C./Standard(or0asel)Clip(Fig.47 1160lbs 1400lbs 10101bs 25051bs WA WA 940lbe WA 1065 lb. WA WA WA 1303 Ilia 1770 lbs 2240 We MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchor,@ T Min.O.C./(2)2x5 Angle Clips/(Fig,5): 780 lbs 780 ba 6801bs 1660 lbs 16981bs 540 Ira 560lba WA 700 lbs 748 It. 88016, 1892 lb, 682 ib, 085 lbs 11201bs CAPACITY WHICH MAYBE USED TO QUALIFY SAmhuo@YMIm O.C.1(2)2x5A1gla Clipsl(Fig.0): 1560 Ills 15601ba 1360lea 3120 lb. 3792168 1080 the 112016• WA 1620 The 1490 Its 17601bs 3704 lbs 13031bs 177015• 224016, ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors Min.O.C.1(2)2x5Anglo Clips/(Fig.7): IWO Its 21001W 1440 lbs 3780lbs WA WA 1320 1b, WA two lbs WA WA WA 2045[be 2854 lbs 3360 lbs ANCHOR CAPACITY TABLE. RODUCPREVISED 4 Anohas @ 1.34'lin.O.C.I U101p,Nlo.125'Alum.(Fq.e} WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 lit complying�hh ft Fiorlda 8 Anchor@0.64'Min.O.C.I U40Ip,mto.125•Alum.(fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881 lbs 1--2.000'--i UOd1°BOodo -/IAO�O 2 Amnon;C 4.88'60..O.CJ F-Clip(Fig.tOJ 390 Ns 790108 4601W 8901bs 16161bs 270 ars 280lba 3541ba 7401W 374168 SMIbs 946 lbs 3411W 44216, 560 ib, looeptOtlw at ..1111 4 Anchors @ 1.71'Min.O.GJ F•Clip(Fig.111 590 lbs 700 lbs 605 lbs 1298 lbs WA WA 470lbs WA 533 ars WA ,WA WA 682 lbs 88516• 11201;- Data (1�Q NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: 11183-m Dade ProduU Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON \111 I I I 111111 • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�� N( .............. • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. �- • • e. • 6.000' `t;' •.-!r • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS NG.58705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON = � FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - v'.• toy+ �S /Lv [ • • • • • • HANGLE CLIP4)SUBSTRATES•CONCRETE SHALL CONFORMTO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED : iC` '•. A'LOR10 •'• • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND 9E A MINIMUM OF.125' % S •'••""MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO `• • • • USED IN 2•XB•X.25' A,LYNNWILLIERP.E. S. BEAT LF11ST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A ® � Mullion Ce aci Tablo Ibsife OponingWidth(for lerOcally-spardingmullions)orOponingHolght(for tlodz'ntellyspardingmuillons) 501n 60 in - 701n OD In 90 In 100In 1201n 1401n 160 In �j 2 Retlanpular 7roplTdarg. Re4largul 'Troprrdeng. Rectangular TcerROang. ReclargWar TmpTdang. Reoiangular TregTtlen9• Reclargular 'Trar7rdatg. ReetaNuler 7mprTderg. ReelargWar Trop?darg. RalBrgular 7rop/rdarg. d$ 1.28"%2.1lV el"'Og Loading LoW*,ge Loading Lending Loadirg LoadNag Loading LoadBg Loading Loading Loading Loading Loadlrg Loading Loatllrg Loadhg Ieadlrg nZ g V fl xTubeMulm gD� d o d rn 31 1 0 f2 421n 144.2 526 187.0 428 120.2 526 148.9 419 103.0 528 138.9 414 00.1 528 134.6 411 80.1 528 134.1 411 721 526 1134.1 411 60.1 528 134.1 411 $1.5 528 134.1 411 45.1 626 134.1 411 J W 481n 88.6 403 108.0 333 80.6 403 94.7 325 69.0 407 88.4 320 60.4 403 81.4 317 63.7 403 79.1 315 40.3 403 78.6 314 40.3 403 76.6 311 34.5 403 78.8 314 30.2 40J 78.8 314 J W 50.6761n B23 362 91.0 301 68.8 382 70.3 294 68.8 362 71.8 289 51.6 382 67.2 286 447 382 64.6 2Bd 41.2 392 83.8 283 34.3 397 63.6 283 29.4 382 63.6 283 26.7 362 63.6 283 2 �g 1n 7 0 54 N 87.8 318 74.1 287 645 318 642 261 40.6 318 67.7 268 42.4 318 515 253 37.7 318 50.6 250 33.0 316 128.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 240 ca ,p F- c601n 49.5 258 53.1 219 41.2 268 45.7 214 35.3 258 40.7 210 30.8 258 37.2 207 27.5 258 34.9 204 24.7 250 20.8 268 322 201 17.7 268 322 701 16.6 268 322 201 F co J 631n 42.7 234 45.8 200 35.8 234 39.1 195 30.6 234 34.7 192 26.7 234 31.0 189 237 234 79.4 166 21.4 234 17.8 234 28.6 107 15.3 234 28.6 183 13.4 231 26.5 187 W681n 37.2 213 39.4 183 31.0 213 317 170 26.5 213 29.6 176 23.2 213 27.0 173 20.6 213 25.1 170 18.0 213 115 213 22.2 107 13.3 213 220 100 11.8 213 22.0 160 Z U) 72 N 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.6 149 17.9 179 20.3 147 15.9 179 18.7 145 J g 8x n W 761n 24.3 181 26.1 110 20.3 161 21.8 137 17.4 161 18.0 135 16.2 16f 17.0 133 = U Z 781n 226 162 23.6 137 148 152 19.9 131 18.1 162 17.6 126 r F ;N TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: X-.Z ro o Anehor CepeeltyTable(Iba) ANCHOR CAP.,,,,,,,, F ' �o ga- Slbslrola 2A Cnn-tO 3.6k Core. Honowcmu Fiamcmu PTWoad LRdal (DP)X( )=ANCHOR CAP.,,, 4n � 6/16•Eko tr4'SSEk6 Nl6•ElcO U4•SSEko afOSted 012SIcei p12Sleel MULLION CAP.,,,,,,,,, qj I N AnchorClip Petteme Amholyp0 XIVEko Ullra:on 114'Elco Uftman 31WEkoUnmcon WEkOUilrocm unr4cm AggreGala LnIman A1geGWo1 Screw(G5)screx(G5j sc ew(G5j USE THIS FORMULA TO OBTAIN THE'ANCHOR O X Y S Edge nislznce(In) 1• 2.112• r atrr 3-tra• 1• z•1n• r 2-112• r 3•ve• r o.19 o.w• a.3z4• CAPACITYREQUIRED•CORRESPONDING H AN Embednall(Iny 1311• 1314• 13x4• 1314• r 1.114' 1-L4• 1-114' 1-U4• 1414' 1-v4• 2- tare• 1&8• vales ACTUAL PRESSUREIT LOWER AN FOR THE U N Q 4 A7hom Q T Sun.O.C.r WAnglern Ift1 780lba T801bs 680Ite 156]les 10961te 640 ms 560IDs WA 760 IDs 74815; BBO ibe 18921Do SIDS abs ka 14300c OPENING,WHEN IT IS LOWER THAN THE MULLION dE'- Z Q O CAPACITY(FROM THE TABLE)OF THE SELECTED 3 O ro MULLION.ITWILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r--1.266'-•-Im complying with the plorida Building Code oxplunco No � . 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Exp 081, FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. B7 4 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.178• 'vSiumi Produce Con1ro1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I 1111 L I I I r 111j� ANGLE CLIP MUST BE USED IN PAIRS. 125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,.... CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' T ��P,. \CENSE'•. THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125•MULLION No.58705 •'�` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - - SSS/ .,10NALIG ,,• A.LYNN MILLER,P.E. FL P.E.0 58705 TABLE 15A ® nfnx ?; Mullion Capacity Table[bee Opening Width(for vertically-sparring mUlloris)or Opening Height(for horizontaksparring rinflorIS) �WWk� Q 50 in so in 701n Sol. 90 In IDD In 120 in 118N 160In yci@ o 2 ci Rectangular Treprrrlang. ReelangWer Trap/rdang. Raclangutm bepllNerq. Reclangaler T.prTdenO• Reolanguler Treprrdang. Reclengtj r TreprTdmlg. Rectangular Trap7rAeng• Reetangular TmpRdane. Reclengww Treprrdsng. �a: w 3.2V'30 Loafing Loading Loading Leading Loadng Loafing Loafing Loading Loading Loading Loadng Loading Loadrg Loadng Loadng Loadng Loodng Loading 01ILI ' U DEO.AL a z, a a a p _ p a a x' a i^ a r r a a p n BAY MULL g z P a vga g 'o�q }S^ P^ P cv 8 3�gg 4 3 8 ty4 c9 !4��y E3�y 8 cy�t�99 c7 a4ss� B ti y¢7 ygI1 3k p�5�r �p cR Ep¢ 0 �x� �7 y 3 3$9gs co z L � 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 600 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1485 t70.0 521 170.0 1735 170.0 521 149.1 1710 170.0 521 J W 481n 170.0 708 170.0 524 170.0 860 170.0 561 170.0 892 170.0 830 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 See 152.2 1622 170.0 680 130.5 1622 110.0 680 114.2 1522 170.0 660 � 60.625b 170.0 747 170.0 SB] 170.0 898 170.0 631 170.0 ID18 170.0 684 170.0 1106 170.0 723 170.0 1315 170.0 747 1642 1443 170.0 756 138.9 1443 170.0 756 117.3 1441 170.0 768 102.8 1443 170.0 760 � W CD OF 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 4103 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 081 103.1 1363 170.0 861 002 1J5J 170.0 661 m M 7 C> CO 601. 170.0 889 170.0 701 170.0 1083 170.0 791 187.0 INS 170.0 876 148.1 12141 170.0 944 129.9 1218 159.8 036 116.9 1218 152.1 924 87.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1216 146.1 813 F J Bak 170.0 930 170.0 716 170.0 1116 170.0 950 1602 1150 188.6 933 131.4 1150 163.0 914 118,8 1160 141.9 4188 105.1 1160 1312 865 87.8 1160 128.7 871 76.1 1160 1202 670 85.7 1160 1202 870 Lu Z Q. r� 681n 170.0 974 170.0 789 152A 1046 165.0 881 131.6 1046 14116 964 114.J Me 133.1 4180 tole 1048 123A 839 91.4 1048 116.6 830 76.2 1018 109A 821 668 ISO 1082 Bill 57.1 1018 1082 818 0 c 721n 110.6 600 147.9 764 117.4 680 128.0 746 100.6 880 110.8 734 86.0 860 100.0 722 762 880 82.0 712 70.4 880 082 703 56.7 BBO 79.2 693 50.3 060 76.6 898 44.0 SSO 76A 686 J'1 $ J > >0 5 -Z 761n 119.7 790 125.1 690 99.8 790 IDSA 676 65.6 790 03.3 663 74.8 790 83.9 652 e8.5 TOD 76.8 643 59.9 700 71.7 635 49.9 700 65.1 624 42.8 790 62.1 819 37.4 790 61.5 617 Q } - r i81n 110.6 750 116.6 857 92.3 760 88.1 64< 79.1 760 85.9 632 89,2 760 77.1 621 81.5 7b0 70.8 812 65.4 750 65.7 805 182 750 58.4 694 39.8 760 562 580 34.8 760 65.6 588 Z ¢ ¢ N 901n 72.1 563 74.4 500 60.1 667 62.9 491 51.5 503 54.6 483 15J 503 48.9 475 40.1 663 44A 468 38.1 1563 40.0 402 31.0 5% 362 452 26.8 663 33.3 445 22.5 603 31.8 442 Ia-• W..Z •-O 9fi In 68.4 485 81.1 44J 49.6 495 61.6 135 {2.4 495 44.8 427 37.1 495 JB.O 421 33.0 496 38.1 415 28.7 495 332 109 24.8 115 29.1 400 21.2 495 28.6 394 16.6 495 25.0 390 (n W 1� b ' o � 1081n 41.7 391 42.6 353 34.8 391 35.0 Jog 28.8 391 31.1 442 28.1 391 27.0 337 23.2 391 24.9 333 20.9 391 x2.8 J2' 17.4 391 10.7 321 14.0 381 17.0 316 _ 1111. 38.4 370 39.2 335 320 370 33.0 J70 27.5 370 28.6 J25 24.0 370 25.3 320 21A 370 22.8 316 10.2 370 20.0 312 IBA 378 10.1 305 Y o`1 p fn rO 120 N 30.4 317 30.9 289 25.3 317 28.0 284 21.7 317 22.6 210 10.0 317 19.9 270 18.0 317 17.9 273 Q co Q Q Q 1441n 17.6 220 1 17.6 1203 z0 TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: mo � AnehorCapacity Table(lbs) CAP. substrate: 2.7k Commle 3.5k Caw. HOD"GdU Filled Chit.) PT Wood MOW (DP..)X(_,ANCHOR )=ANCHOR CAP.,,, 5116'Eke 114'83 Eko 5/16'Elco 114'SS Elco #10 Steel #12 Steel #12 SIM ULLIOCAP__.,,._ Anchor Clip Patterns Anchor Type: Y104 Eke Ultrecon 1146 Eke Ulliacon 0,trwn 3H0'Eko Ulbacon 1/4'Eko 1111-n AggreOala Ullreoan A99reoalar Sorew(05)BeRw(O5) Serew(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Cisbrwa(In): i• 'FIE 1• 2-12• . 3-it8' I' 24/2' r 2-In• 2• 1 3.118' 2• a.4a• 0.54• 0x24• CAPACITY REQUIRED'CORRESPONDING TO AN Emiwdnent Ony, 1'14' b3I4• I.3W 1414• 2• 1.1/4' 1-114• 1-IIP 144 1-114' 1.1/4' 2• tate• tare• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom®5'441.O.C-/(2)285 Arwb aips/(Fq.IY• 3901W 3901bs 45010.9 890 bs 110010.9 2701bs WOlbs 354 lbs 740 lbs 37411» 7201bs 946 lbs 3411Ds 4421St 660 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom®3.5'Min.O.C./(2)2r5Angle Gips/(Fq.2): 780 gm 76016.8 70010.9 1870lbs 26251ba 640 lbs 5601bs WA 11201ha 7401141 BOO lbs 189211,3 6B21bs 8851bs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anctwn®2.7P MI.O.C.!(2)245 AnOb Gipal(Fq.Sk 112011,3 112011,8 15811,3 22481bs 2254 IM wn 84011,3 WA 105911.3 wn uzo las wn lo2z ka 13n lbs IBRO lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODULT RIIVISED ANCHOR CAPACITY TABLE. uwulplyingwlthUl•Flo da FIGURE 1 Tu7dlog peck TABLE NOTES: 400eptencoNo apuat� m0 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Niorrli ade Pr•uct COhtrol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. 111(r)I r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •12:1 ��� NY LYNp/ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 0 • • • • 30' \)CENSE ••.F,p FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T 3.250' ` r+ No.58705 •'T` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60683-T5 AND BE A MINIMUM OF.125' (I n._ • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT W.BAY -706 J5 fL% LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND U SL T'I; MULLION .!�'•. •' �1!/� e • THE MATERIAL.#10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ;F` '••�,<DrtDl�.. �� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. ';1C)N 1l 1 r t�� A.LYNtJIMI.LL�R,P.E. FL P.E.#58705 TABLE 16A ° � H Mullion CapticKy Table IbeM' Opening Width(for varlicelyspardrgmUliors)or Opening Height(for horizontelysp9mil rildions) 0�� a 50 In 80In 701n 80N 9oin login Me 1401n Min ism O Rectangular Twderg. Reclangular Tmpailang. RectanOslar TrepTil Rectengt4er TrepTdmg. Rectangular Treplideng. Recta A, TrepRdang. Rectangular TtWTdwg. Rectangular TmlJrdang. Rectangular Treprni ng. �j oio C< 3.26"46 Loafing Loafing Loafing Lowing Lowing Loadrg Loadng Loafing Loading Lasdrq Loafing Loading Loafing Loafing Loadnp Loafing Loafing Loadne nY g O DEG.AL - k12 -12 gDAYMULL � 3� �b g 5 a 1, is s is 3 � o "421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 606 170.0 DB2 170.0 519 170.0 1116 170.0 521 170.0 1 170.0 1488 170.0 521 170.0 1735 170.0 621 180,3 1671 170.0 521 JW 48In 170.0 708 170.0 524 170.0 8% 170.0 564 170.0 982 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 0 163.7 1837 170.0 680 140.3 7837 170.0 880 1226 1637 170.0 68050.625In 170.0 741' 770.0 583 170.0 696 170,0 631 17D.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 8 147.1 1552 170.0 750 126.1 1552 170.0 758 110.4 1552 170.0 758 W C) O 641n 170.0 787 170,0 612 170.0 950 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 50 120.3 1455 170.0 861 110.8 1455 170.0 801 97.0 1455 170.0 801 m (a ~ � fn 601n 170.0 865 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 B78 157.1 1309 170.0 944 130.7 1309 170.0 998 125.7 1309 163.5 904 104,8 1309 157.1 982 89.8 1309 157.1 982 78.8 1309 157.1 882 ~ � J 831n 170.0 930 170.0 745 170.0 1116 170.0 650 162.8 1247 170.0 940 142.5 1247 164.5 083 126.7 1247 152.8 965 114.0 1247 144.3 052 95.0 1247 136.2 036 81.4 1247 135.7 935 71.3 1247 135.7 935 .W � 86 In 170.0 071 170.0 769 170.0 1169 170.0 903 148.4 1190 163.7 965 129.9 1190 147.0 045 115.4 1180 136.6 028 103.9 1190 128.4 0t1 88.0 1100 119.5 898 74.2 1191) 118.1 893 64.9 1190 118.1 893 z �O ra W c 72 In161.8 1010 169.6 877 134.7 1010 144.6 659 115.4 1010 127.2 642 101.0 1010 114.7 828 80.0 1010 105.8 817 80.8 1010 0(7.9 807 87.3 1010 00.8 795 57.7 1010 67.8 790 50.5 1010 87.7 789 137.4 008 143.8 782 114.5 008 1210 775 98.1 908 107.1 781 85.9 906 98.2 749 76.3 BDB 88.2 738 68.7 SW 62.3 729 57.3 See 74.7 718 49.7 908 71.2 710 42.0 906 70.6 708 J rrZ Q a r `.z127.1 661 132.5 754 105.8 561 112.5 738 00.6 661 98.8 725 70A 561 88.5 713 70.6 801 51.0 703 63.6 881 75.4 894 53.0 881 811.1 6(11 55.1 001 84.5 875 39.7 681 63.7 872ZQ 02.7 648 85.4 511 08.9 846 72.1 561 69.1 60 02.9 554 51.7 648 58.1 545 40.0 848 50.9 537 41.4 646 47.0 530 34.6 648 41.5 519 29,5 618 38.2 511 25.9 640 38.5 507 Q ZWo68.2 666 70,1 SOB 56.0 586 59.1 409 48.7 Sell 51A 491 42.6 668 45.8 483 37.0 588 41.4 470 34.1 508 38.1 470 26.4 568 33.4 459 24.3 5(16 30,5 452 21.3 688 28.7 447 In 47.9 449 48.9 405 39.9 449 412 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28.6 302 23.9 M9 20.1 377 20.0 449 22.7 388 17.1 M9 20A 36115.0 410 18.9 350 44.1 425 45.0 385 JB.B 415 37.0 378 31.5 425 71,8 373 27.8 425 20.1 387 24.5 426 28.2 382 221 425 24.0 356 18.4 125 20.7 350 15.6 425 18.8 343 34.8 384 35.5 331 29.1 384 20.6 320 24.9 381 25.8 321 21.8 384 22.8 317 19.4 384 20.5• 313 77.5 384 18.7 309 Q. Z O O 145 In 20.2 253 20.1 233 16.6 253 iT.1 230 a 2 m go Oso TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Es-)- (ANCHOR CAP-,_,_ suMlmte: 2.7kCorcrele 7.Skf:onc. Ito0owG4U FWcdCMU Pi Wood 74e"al X )_ANCHOR CAP.,,, 5111'Eko1/4'65 Elco 5116'Etc o 114'SS Etc. $10 Steel 012 Steel 012 Steel AnchorCllpPattems A^cl10fn'p°' 3f78'EkoUllmcon 1/1•EkoUlVecm 16' 31EkoUlVecon 1R'EIcoUNecm UlVecon A9gracolor Ultmcon A9greall1w 9cmw(G5)8cww(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge a"i-(Ink I' I 244 1• 2•I1T 3.118• 1• 2-11T r zaIT z• 3418' 2• 0.48• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(t 1.314• 1-114• 1ar4• 1.3x4• r 1.114• 1.114• avd• �Ib., ..Ab' f-114• 2• 1516• 1.318• tenea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anch9s�s'AUn D.C./Tl)2s5Argle tlip"/(Fq.1): 390105 390105 4501ba 690105 1700 Na 2IO Ibs 280lbs 354105 720 ms 946 lb" 341 ma 4421m 5601bs OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Arohon®3.5'N.O.C./(2)915 Angle alps I(Fig.2): 7801Dt 78070.3 78010.3 1070105 2525705 510Ibs 560105 wA J059 880705 180270" 682109 80510.3 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors Q 2.71.6gn O.C./(2)26 An91e ales I(Fq.3t 1120 lbs 1120 lbs 956105 7149169 2254 IM WA 840Iba NIA 13201. wA tD2x lbs 132r lbe I-'- MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE It .. ANCHOR CAPACITY TABLE. nawit)IyinSwiththe FloVida n6ndfn81 d:� , FIGURE I: pvxpGalN Dlo TABLE NOTES: D9to lG4i_� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. t By . .- SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t.716m1 a&Product Ca1uo1� 2)LINEAR INTERPOLATION BETWEEN MU7111 t LL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: f 1 11111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. ����\\Q ••••••••..1.� .. a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125• 45'� ��,:'yICENSg '•.FAQ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C' N0.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" - FIGURE 3: CONCRET490.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063 E BLOCK UNIT(CMU)SHALL CONFORM TO ASTM -T5 AND BEA MINIMUM OF.125' -"b,•u �� �S ;r 1 = THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45'BAY � (�'•, STATE '40 LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION P,.•'G\ 9 THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. %��S••, LOR10•,f \` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 111SION��. G�` A.LYut�MILLER,P.E. FL P.E.#58705 1--1.000'1 1--1.250-1 o�n v -� 1.000' 1.000" 3,�t$� •-j 1.000' 1.000' I'- +.125" I3 F . �oo p;Y � a37'1 ,125'2.750' 2.750' .125 3.125" 3.188' LL.125' ,125' .125' 2.000' 2.000' 2.116'265"L L 125' - 125' Z376' ' A" �, r ,900' f O fy,} I 1'X2'X.125'MULLION TX 2'X.375'MULLION VX 2.75'X.375'MULLION 1'X2.75"X.650'MULLION, 1'X3.125'X.5'MULUON 1.25'X 3.188'X.265 MULLION 1.26'X 2.11'X.125'MULLION Q 3 0063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 0083-76 ALUM. 6083-T6 ALUM. 6063-TO ALUM. 8083.76 ALUM. O X-SECTION *SECTION XSECTION X-SECTION XSECTION XSECTION XSECTION DO w Cn O F Z � � J Ir TABLE A z W z 1 STANDARD CLIP I I 2X5 ANGLE CLIP Dimension Value(In) For Mullion: 6083-T6 ALUM. _ 6063-TB ALUM. � O tw 2.000' I XSECTION 2'125 2.000' XSECTION A 1.825 J CL " rcZ U-CLIP 1"X2'X.125' I I 6063-T6 ALUM. .125' B 2.654 F () 2z .125' X-SECTION Aluminum Z A rn o zzz C 0.895 Tube Mullion Q Z Z D 0.740 �;Q god 125' -I.740"F-- A 1.125 1"X2"X.376' W O o 0 5.500' B 2'404 Aluminum a - to co CUTHERETO .375' C 0.635 Tube Mullion U 7) Q 'S 5.000' -{ .375' -3.125' -1_CREATE FSHEE SEE MIN. rE ,375 MIN, I D 0.490 a S Z w MIN. DETAIL F,SHEET4 � $ m .338'MIN. A 1.87b B 3.000 1'X 2.75'"X m� r-------� r-------� p� I I I I I A A I U-CUP AFDE ---L_ --_-_J L_______J 8083-TBALUM. ---------------' 2X5 ANGLE CLIP C 0.767 .375 Aluminum TOPVIEW 6063-T6 ALUM. D 1 116Tube Mullion TOPVIEW 1: STANDARD CLIP CHOR HOLE MUST LIE WITHIN THE E .450 Mln. 6083-T6 ALUM. DARY.SEE SHEETS 5.17 FOR THE A 1.312 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X2.76'X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16'. B 3.000 .650' SHEETS 5.17 FOR THE ANCHOR O.C. WITHINTHEDASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER 11167. SHEETS 5-17 FOR THE D 0.836 ANCHOR O.C. TABLE B RODUC.TREVISUD DISTANCE.MAXIMUM POT Part# A 2'� 'e caroplylnBwhll the Yloride ANCHOR HOLE 1'X3.125"X Mull Dimension(sheatV) 8 2.637 unding Codc 5.500" .375' DwMETER:ANCHOR Muill-5�- B Std.Clip Offset Clip U-Clip Angle Cllp .600'Alum ,�cp}ancv Nn .375" MIN. DIAMETER+1/10% C 0.863 Tube Mull I me MIN. 1"X2"X.125"(5) 66 666113M 6661118M 666243M 666511M D 1.137 ________I____________� 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2625 Niard adeProduaConuol 1.25"X3.188' 1"X2.75"X.375"(7) 66607 666115M 8681120M 666245M 666513M B 3.262 X.265'Alum I 1 I 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M M514M C 0.862 Tube Mull 1"X3.125"X.500"(9) 66837M 6661118M 6661114M 666242M 686516M D 1.762 `\ O�cENSF' I i I 1 1.28X2.11"k ��:'• 11-T i 1.26'X3.188"X.266'(12) 66641M 6661117M 6661113M 666241M 668518M A 1.813 .121'Alum I*'. r;' x L------ 1 ----- 1.26"X2.11"X.125"(16) 69370 WA NIA N/A 666517M Tube Mull No.58705 C OFFSET CLIP NOTES: `• Gt �� .126' 6083-TB ALUM. •'• U I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. •. ST TE OF .740'-I--�-I '.,FCOR10�••'G;; 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. "','9/0NA1- A.LYNN MIUUEP,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 1,062' -•� 1.000• r- --j 1.000• �-- '1� 740• e�n .063' .385' .062. I 125' x� LL .062' I �cN o .438' I I I n e: 12 4.000" '125'STANDARD CLIP oY $ 4.000• 4.000' 2825• 2.000' 6063-YG ALUM. I 2.125' 2.000• BANGLE CLIP XSECTION U•CLIP 0063.76 ALUM. .125' 6083-T6 ALUM. N I I X-SECTION .125" .125" XSECTION g .12b' .125' EN gm .0312 ZO CA, U) .125' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE Zi W .125 155' DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE j 2 .375' 375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 9 'T - HOLE DIAMETER:ANCHOR DIAMETER+1/16". W I� o S OIM F 1'X4'X.125'I 1'X 4•X.376' 1'X4'X.375' 5.500' 5.000' = 'Z M (q MULLION MULLION "T'-MULLION 376 co 8063.78 ALUM. 6063-TB ALUM. 8003-T8 ALUM. 3.125' CUT HERETO 375• {- - J .376' IS._CREATE F-CLIP,SEE MIN. Q J X-SECTION X-SECTION X-SECTION MIN. DETAIL F.SHEET ' � y- 1.250• .375' Z W m -- ------ ------- ----------- - _ o e r---- � I r- � CENTER �-- � .375' � Q 1.250' t25Ow j j I MUSTANCH -j WRHIN j R HOLE ii MIN. J a e oZ 1 I I I I THE DASHED Q J r .�-• L i I i j F BOUNDARY.SEE j j Z Q N o I} ___�_ SHEETS 620 FOR 1--_-___-I Q Z 2.875' I --- I I I THE ANCHOR O.C. f Q a;o SO 3.94' I I I I I F �OMAXIMUM 1 (n 3.250' 3. I I I I I ANCHOR HOLE i W Y `L I I I I 1 DIAMETER: I J j j .100' 0D' .10D' LL ______J L------.J ANCHOR -- __u U Q 7 > ------ I DIAMETER+1/18'. ------------------ ---------- d d� Z O O .100' _ 2X5 ANGLF.CLIP 2$p m O s'.0 4' 624' rE ` STANDARDCLIP U•CLIP 8083-TB ALUM. o-'gD-"mQ' L 6063.76 ALUM. 6063•TBALUM. TO VIEW --i.820' 1-- --I .820• I-- -^i .820' h-- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED OOUNDARY.SEE 125'X3.25'X.100" 1.25'X 3.26'X.624' 1.25'X 3.94'X.824' SHEETS 620 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE Dlmonslon Value gn) For Mullion: Dimension Value(In) For Mulllon: 8005-TSALUM. 6006T5 ALUM. 0005-TS ALUM. DIAMETER:ANCHOR DIAMETER 1/16'. F 3.687 1'X4' F .938 125'X 3.25' X-SECTION XSECTION XS£CTION G 1,000 .125' G 0.500 X.624' H 2.680 Aluminum H 1.438 Aluminum 3.469' 5.500" I 3.000 Tube Mullion 1 3.250 Tube Mulllon 2.681' -� 125' .375' ,375' f 3.187 1'X4'X F 2.625 1.25'X3.94' 1.377' •126' 1.877' I MIN. O 0.757 .375' G 1.125 X.624' RODUC7'•' • ___ ___� r_______� H 2.430 Aluminum H 1.500 Aluminum ucorapwt1Ij Whb We 1ofida /- j I I I I 3.000 Tube B.'T I 3.250 Tube Mullion u9d183 Lbdc /�6•.-•��0,�+ I I I I F 2.250 1.25'X3.25' F 2.813 30'Ba Mull HO- / 125' I I I I I I G 0.750 X.100' F 2.875 d5°Be Mull (� H 1.500 Aluminum .125' 45° 2.250' I 1 I I I I I 3.250 Tube Mullion tdlaml adc Ptodua Control 30° I I 1 I I \\11111111 3.260.45'BAY MULLION I 3.250' I I I I TABLE D 30,BAY MULLION 6063.76 ALUM. L �_____-_� 1 I I POT Part 1, L N Al �T- -_ _ J Mull Dimension `� �pN,-,....,,./(e 8063.76 ALUM. I XSECTION (sheet H) Mullion Sid.Clip Offset Clip U-Clip Angle Clip ,�'�,.• 1,\CENSC F� X-SECTION I 1'X4'X.125•(10) BB364 688111M 6861122M 866241M 668518M OFFSET CLIP � *- No-58705 I .125" G 6083.76 ALUM. 1'X4'X.375•(11) 66610 Ml12M 601123M 666242M 666519M - .228'-T�-••-.981'-� .226• �-.981'-� TOPVIEW 1'X4'X.375•T(11) 66653 666112M 6NI123M 666242M 666510M _ iT�,� _- NOTES: .740" 1.25'X3.25•X.10D"(13) 20180 6681127M 6661124M 6862410M 6685115M -'O t/ _ 1]HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.624'(14) 20161 6661128M %8l125M 8882411M 8685118M � S ATE F ,:,41' 1.25'X3.94'%:824'(16) 20182 6681117M 6681126M 868241M 686517M i'��''• F(ORIOP;••_`�'��� 30 Dog (19) 06648 WA wA VIA 8885110M 'iss/pN�L�\�\\• 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 450.yfce(20) 1 66650 NIA NIA NIA 6%5111M /f ! 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYA MILLER'��,P.E. FL P.E.#58705 TABLE E � R ® N Mull Dimension PGT Part# (shoot#) Mulllon Std.Clip U•Clip Angle Clip r-•125• "�f'-•125' -{I- .125` g�x� a 2"X4"X.25'(16)1 66602 1 660201M I 600271M 6665112M 2"X6"X.25"(17) 06604 666262M 666272M 6665113M L'1' STANDARD CLIP U-CLIP 2X5ANGLECLIP �8083-78 ALUM. 6063-T8 ALUM- 8083-T6 ALUM. oXSECTION 2.125 XSECTION 2.000' XSECTION �NOTES: w1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING -125 I •125 L •125• U) g N 00 �j DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L -I- Z i� I�- 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I I---1 490•�I I 0 t/J HOLE LOCATIONS. (-1.490' M W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2 5.500' CUTHERETO 0 3.500' CREATE F-CLIP, 5.000' .1F_375• W oo � 2.000` .375' I MIN. m ZO .375• _SEE DETAIL F, .375' _ � MIN. sHEET4 MIN. h- J U) 7 ------------ -- -------- -�L --- -- -T i----------- i Z LU i ----- -- I = ❑ W D.a rcZ 4.000. I Q J .`--• .d-• �- -I-- _-- --I- 3.438• +- 3.438' �'--------I 1- 0 Q o .250'- 2'X 4•X.25' I I I I Z Z c`I .- MULLION I I I 3.438' I I Q Z., c° p 6063-TO ALUM. I I I I U) Q g s o No I I I I X-SECTION I IL .37b• A-` I I I � o L- - !------------J -- -- L---------------------J MIN. � Y Y L- STANDARD CLIP 2X5ANGLECLIP U Q 0 U•CLIP,8083-T6 ALUM. Q.. CENTER OF ANCHOR HOLE MUST LIE 8083-T6 ALUM. SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 606376 ALUM. a z m(A (n 250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW o O go SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. d D' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1/16". WITH1t�THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16% SHEET 5.20 FOR THE ANCHOR O.C. 5.500` DISTMCE.MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER:ANCHOR DIAMETER+1/18'. 5.000" 2.000- 3.500•-moi CREATE F-CLIP, r- .375' rY I SEE DETAIL F, '375 .375' MIN. -SHE '- Ei4 F MIN- Q MIN. 376` I i I 1 I I t ia complyin8whhthe Moil I I I I d'°B ODN�4 I I I 1 Draw (4�/ 1 I I 1 I I I ! I tde Product envoi .250. 6.000' -j - -T- --j- 4.688" t 5.438' --------� \\Itu!rrr 5.438 ....NN I I I 5.438' I I �� ( LYNN 2"X 6'X.25' I I I I �,c�•�.••'\,\GENSF 'P i MULLION I I I I _ •.lk ! I -tk: No.58705 800376 ALUM. ! I I I I I __ X-SECTION - I j/, - I I I L---------------------J MIN. •" Q:- `-------- ------ -------� -- -- --V '. STATE OF :• /(/�� CORID, .250' STANDARD CLIP U•CLIP 2X5 ANGLE CLIP �TCCS F P'.C,�`C STANDARD 6003-T6 DCLIALUM0083.78 ALUM. 6063-TO ALUM. �/ &/DNA\- TOP VIEW USED FOR 2"X 8'MULLION.SHEET 17 TOPVIEW /r I '�` TOPVIEW A.LYNN MILL'�R,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 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLkS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED m7i DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. k�, l SEE SEE w FENESTRATION DErnns, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD o D PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. o'o APPROVAL 23 o Y Z U FROM TABLE 4A,SHEET 8,THE i-X 2.75'X.650'MULLION(LENGTH 472.OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/--72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• MUi1IDN OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 • 8 SEE ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z a N / DEAVLS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O ~ SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE R,1%IRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _j W �-xa INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. = 2 g d Ctl IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THOVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W 3ZOANC—HOR3•�aLi-WINDOW t THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: co M ( �� •--I l- 03 MULL WIDTH 636 LBS l- OPENING WIDTH P5FjX{72 7 PSF =524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) � 0 Z } THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2J18'.THE OPENING REQUIRES :3DESIGN PRESSURE OF+50.01-S&O PSF. J �z Q d FOR THE VERTICAL MULLION: Z P 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3Z'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36"+1-=73'.REFERENCING SHEET 26, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL F- Cn g o as EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J $ o U] a- MULL WIDTH-11 FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH-80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-i5.1 PSF Y Y AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. u d FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH-.108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a e W 2 Q SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. g �-O xa s£E DETAILS. .9 3r FENE37RATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2--74',NOT 73-AS PREVIOUSLY `—o of;of FRo000T5 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAS�E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN. APPROVAL THE 73'DIMENSION(35.1/2"+35-it2-+2"=73ry. i +� i 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POURED VERTICALI _ I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CUP WORE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. LENGE"� �SEE � ' SEE � USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER.AND 8 DETAILS, DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING SHEETS2.3 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.260-MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HZ.Mu ON � MULLION TYPE COULD BE CHOSEN. MULLIOI >RODUCf REVISED )2' // III congdyfng Ali the Florida 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 3r+72�-2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE 3un01Dg Code A ii r.,,s' USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(Q LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+t.170.0 PSF WHICH EXCEEDS THE xapimwi4o:k f log. REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP41CATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. 3 eto S£E 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` 4imrd)Ad*Product Control BY SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8')CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH xa A CHH CAPACITY ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I I!I l ANCHOR CAPACITY OF 521 LOS. `����'A,(LYNN 4f, f�fi 36',tiORl2. II 3S',HORIZ. —•-)t-- 4)FOR THE U•CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR YN�.•''ti•10EI4SF �F.p MULL 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.TME C' OPENING WIDTH FOR v£RTtcat MULL ANCHOR TYPE IS A 912 STEEL SCREW. - No.{8705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +1.64.7 PSF FROM THE VERTICAL MULLION; +/_170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; 1x` +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ArE�OF .((! THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ^0'`�.'•.,�LORIDP,.'" \�: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /��is�/ONAS BG G PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYIJN M14LLI2,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: �-o I Gko a Wg u 1 PW PW ttt� o ax PW I oY z _ I 1 SHIDH SHIDH SHIDH SHIDH PW PW ZOO$$m n(V d Q I 00 LU 6 0 co CD F- LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I Ih co SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / /HINGED ~ -co Ji DOOR g m L.G. LOADING OF VERTICAL MULLION I s PW I LOADING OF HORIZONTAL MULLION J I o v rcZ LOADING OF HORIZONTAL MULLION Q a- 2 r d• PW Z 8 Q N o Nzco PW PW PW CO oo O �' _ - - - PW - - - �.Q Y Y N � SHIDH SHIDH I - - - - - -- (•)"O Q SHIDH SHIDH z O O � �s0 SHIDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION / PW HR PW - / - I 1 - 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I P HINGEDI NOTES: DOOR PWlo' PW _ I RODUCI•REVISED I complying w10i 1hc Florida .o� j 1)DRAWINGS ARE RdingCudo TL I RERESENTATIONS OF TYPICAL k,=pIanwNo PW CONFIGURATIONS. , PW CONFIGURATIONS NOT SHOWN D o - - -- TOEXTRAPOLATED FROM by,pppllot HOSE S 109 2)IF THE LOADING TYPE CANNOT ��� �(LYNN / BE DETERMINED,USE �`,��.0••"CM"'•.�F` 1 PW RECTANGULAR LOADING. Q;•'• VAC Sr PW I iC% PW 1 3)SEE PRODUCTS'APPROVAL FOR = �Y' Plo.50705 / ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 SGD ���'.•• G ATEOF y I LOADING OF VERTICAL LOADING OF HORIZONTAL .LVN Iv/-\1- A.LYNN MIULBR,.P.E. MULLION MULLION FL P.E.#50705