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Home My WebLink AboutProduct Approval i plstpro L•, ....._......3750"faAl(.OVf72Ai.L C T:'� gQ_..s LL 5200 W. ENTURY BLVD. FRAME WIDTH LOS ANGELES,CA 90045 Smooth/Wood Grain/White Wood Grain Rustic/Mahogany Series N Fiberglass Door \ d m a a INSWING/OUTSWING E "IMPACT" - 'W GENERAL NOTES 3a w I. This product has been evaluated and is in compliance with the 5th Edition(2014)Panda Building Code i to "Z iFBC)structural requireme nils including the'Hgh VelocityHurricane Zone""Z). ® o: n 2. Product anchors shat be as listed and spaced as shown on details.Anchor embedment to base material J o W shall be beyond wall dra sing or stucco. H 3. When used in the'HVHr this product complies with Section 1626 of the Florida Building Code and does not om 2 W require on impactresIstapt covering. . � 4. When used in creas outWe of the"HVH2"requiring wind bone debris protection this product complies with & c Section 1609.12 of the FBC and does not require an impact resistant covering.This product meets missile j level"D"and includes Wired Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. im 5. For2x stud framing const(ruction,anchoring of these units shot]be the same as that shown for 2x buck t masonry conshuction. al i^a 6. Site contlitions that deviate from the details of this drawing require further engineering analysis by a Iti licensed engineer or registered architect. z B m 7. Oulswing configurations meet water lniltraflon requirements for'WVHr. rz 8. Inswing configurations clnot meet the water inftlfrolian requirements for the'NVH1".Inswing units shag be Installed only In non habitable areas or at habitable locations protected by an overhang or canopy such t� that the angle between the edge of canopy or overhang to sig is less than 45 degrees. s TABLE OF CONTENTSS A1Ax DESIGN PRESSTIRE(Pf7 w SHEER DESCRIPTION Ti DfJv1EN510N POSITIVE' NEGA7NE; I Typical elevation,design pressures,&generolnotes 2 Door pcnol dotods . .37.50" 3 Horirontd dosssectioru INSWING x +47.5 -47.5 --02 121112 s 4 Verficalcronsecfions 82.00"15 —'— 37.50" oxo.nr: JK v 5 _Buck and fume anchoring-2X buck masonry construction __ c 6 _Frame anchorin IX buckmasonryconsWctfon - — OUTSWING X + s- 50.0 -50.0 LFS a 7 Bill of materials&components 80.50" oP.wme,a,, { FL-75180.71 0 7 a 122 19; �I--- .0Is .8° INTERIOR 1.2z 0.81" -- - L _r................ 129' 1 A. /! TOP RAIL-- 1 i (COMP.( i� Y.• _n .........5¶�- FOAM CORE 1 STILE� LOCK BLOCK I l —_•\ i , ICOMP.) (POLYURETHANHE g.. (COMP.) (20LONG WOOD) EXTERIOR 1.9 PCF MN.) d.N =` a STILE REINFORCEMENT d a ULE REINFORCEMENT (WOOD) E c" (WOOD) 2 HORIZONTAL CROSS SECTION 2 \ 3d o a 35.7S'MAX DOOR /L ~` W=R�' �N z PANEL WIDTH � �� FIBERGLASS O'INTERIOR a�o T INTERIOR EXTERIOR &1-01 [Ell TlI EXTERIOR/ SMC SHEEfA __.....__.._.__ SEEHARDWARE Gj CHART DOOR SKIN DETAIL z S z h a e — z � NARDWARETABLE wh.02/21 12 BOTTOM RAIL N.T.S. j MANUFACTURER MODEL (COMP.) c JK p00 PAS KW uEi KNOB $IGNANRE SERIFS 1 VERTICAL CROSS SECTION vurua w: n DEADBOLT'. SIGNATURE SERIFS V.) Q FL-15180.11 is sxccr 2 a 7 8 a R10kniSPlx ra Inc KRIJANEN WA,ProGunA ovals:L-15MP C-Cr—t s Cartel F1-15380.11.20 1-3 S�= Co O a� I0 aad00aaN z QI W W W N W W O I)D m 0 / K� m .n r o _ g Z 002 O _ o • Um _ m > r G N �(1y • ' Q / ....... -�. i 7c - � .: `ice ur�i+ae'•:�' / No,43408 ' ,Zla^r .t ¢F g PI PRODUCT: I lwau ,p'sxx,i 1111-Y4, 3 , Lyndon F.Schmidt i C.y_•� ..'•�•b\ N AAAA$ Z N PF?RLA 1PRO INC. PP..ES No.43409IASS DOOR /O,',QNAI..t`;```�� PART OR ASSEUBLY: Xn'!BUILDING CONSULTPNfS.INC. IO jC y_ 1 2 35 UPDATE ro 5TH m. 2014 FBC JK JI,UI/ P.O.Box 230.V41rlco.FL 33593 `I ro NO DATE BY HORIZONTAL CROSS SECTIONS YYY Phan No.:813.559.9197 REVISIONS FBPE CA No.8513 671018 N.W.0uIL01Nv L:ONau L.wNTe Ina. aw�nmPe:rola m�vERmweNnno.;e,P,oaca APno-m:�Las19Ae-war;ny:tarte�lscL-uu9uaaa.9.u T 'O7 Y ® 'A a� A �i . .. V I o y V Oa Z r � r � P• I O {tel\f 1 a A EMB.(TYP.( O z bA N � I� A A 3B T r i s ® �A o �O I-114`MIN. 9' p IN n EMB.Rl'P.(. _ A z \ ��t11•SCHM��A4�. A N A / �`` •N0.43409 $ 4 PRODUCT: oeeumenr Pr.pmw ay+.� N PLASTPRO INC. PP Ee No.43400 let ��i�'/I•� �-�O``` " N$ ¢ro eERGIASS OODR // IL111pNt PART OR ASSEMBLY: BUILDING CONSULTANTS.INC. $ o y 1 22 15 UPDATE TO 911 ED. 2014 fBC JK P.O.Box 230,VPlrlco,FL 33585 0 DATE By VVMrAL CROSS SECTIONS phone Ne.I.13.069.01.1 REVISIONS FBPE CA No.9513 zo1 a P,w.--l....... .To I..c. ey- »;6 TYP.HEAD \\vr^\TYP.HEAD &JAMB$ &JAMBS So`oa MASONRY MASONRY J _ 'k LL? m d a 4 OPENING I OPENING Jia FRAME z 2X BUCK-\, z_o Oz 2X BUCK — 5 hU pU I �� n ^O _ _ '•O i o za ZE�o mm Y> �m a m BUCKANCHOWNG SIRWE JAMB FRAMEANCHOWNG HINGE JAMB d o Masonry 2X buck construction r^ CONCRETEANCHOR NOTES: iE 1.Concrete anchorlocatfonslot the comers may be adjusted to maintain the min. Q m edge d&tance to mortajo rs. 2.Concrete anchorbcafkns�notedas MAX.ON CENTER"must be adjusted to $ maintain the min edge da(orice fo mcdarMnts,additional concrete anchors 5 may be recluvedfD ensure(he MAX ON CENTER"tllmemron are not exceeded. 3 CDncrefe anchor fable: - .MIN,-.CLEARANCE. IN;CLEARANCE g ANCHOR ANCHOR EMBEDMENT: TO MASONRYiOADJACEM: `l' m o TYPE';: STIE: :_:::EDGE ANCHOR"..- z 'z ITW _- -m-02 21/72 _ TAPCONe 1/4' 1-1/4" 2- 4' 27 D NI scut•: N.T.S. ELCO wro.sr: JKm ` ULTRACON 1/4" 1.1/4" WOOD SCREW INSTALLATION NOTES: ._.._ ._.__. ._ ... ......_...... cancrc w.:LFS d L MainfainamWmum S/8'edge tlutonea,l"end distance.B T'o.c.spacing of IA7CHd DEAD6l7liDETILIL NINGE DETAIL FL-75180.11 " c wood screws to prevent thespEHing of wood. a b sHcn 5 a' 7 U a R1Clienn Platt ro IAC PERMANEN Glands Pmd-A .ovals Et-151 C-Dnwin t c...t m.-IWO 11-20,d 1-F V N :• o 0o bn na� 0 P � X Z �i s� Et O.C.ITYP.l g_ m n 3 •� 29• •I....____...._..pq`_.._—_� 1125 F—'- I Is � S 0 ` o ��v,acENeP••;�' No.43409 r= Y23�-r- }�+ $ I PRODUCT: oowmene.Prop—91;rr Lyndon F.Sehmldt ••':� �•' ' I 3 N PLASTPRO 1NC. P.E.No. O1 N Z F79ERGLASS DOOR R m -1-N• PART OR ASSEMBLY: /[��/BUILDING CONSULTANTS•INC. O �1 x tO\ 1 r72"aj3 UPDATE TO 51N ED. 1014 FEC JK ✓ YY P.O.Bot 230.ValNeo,FL JS6B9 I NO DATE DY FRAME ANCHORING I%BUCK Ph...Na:813.859.9197 REVISIONS MASONRY CONSTRUCTION FBPE C.A.No.9813 aw�on.......L—To I.... rash^ B1uoFtilAIERTAts amt mcrmro8 /M1ELM -L_ _�"�--=�� =U �- �zQE- �m A 1XBUCKSG>=055 WOOD -� v, $ Q;e�O' gan B 2X BUCK SG>=055 WOODI •4YR��_^^ C 1/4"MAX.SHIM SPACE i s r—236" 24"—^i i� -••••••• 'C�� Nin D 1/4"X 2-3/4 ELCO OR ITW CONCRETE SCREW STEEL f11j 11" E MASONRY--'3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE Y0 HEADeSIoe off 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 n �n G 3/16'X31/4"PFH TTWCONCRETE SCREW STEEL N h$ dga H 114'x 31/4^iPFH ELCO OR ITW CONCRETE SCREW STEEL v I 114"%2-1/4iPFH ELCO ORITW CONCRETE SCREW STEEL J 1/4"X33/41PFHELCO ORITWCONCRETESCREW STEEL 4,56• K #9X2-1/TPFH WOOD SCREW STEEL I 8 3 L #8X2.1/2"PIHWOOD SCREW STEEL M 48 X 7 PFH WOOD SCREW STEEL la 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM 9 4"XV BUTT HINGE _ STEEL t 244^- -.- 213•-----^III & J o 10 49 X l"PHI WOOD SCREW STEEL. a 11 #9X3/4"PFH WOOD SCREW STEEL t1 HEAD tSIDE �W o� 20 FINGER JOINTED PINE FRAME HEAD B HINGE JAMBS WOOD 1—dy tberjamo 21 POLY FIBER JAMB COMP./VINYL "• m 27 LATCH STRIKE PLATE STETS ' o 28 DEADBOLT STRIKE PLATE _ STEEL °I 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD '` -^ 4.56" n 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC .. 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANE.-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS n ADJUSTABLE IHSNTNG THRESHOLD rn � ADJUSfABLF_,LNSN7NG 7HRESHOID � o a 2 q ............................ 4,W.................-..-_..; $ u z ! - / n n a ro �1 OUTSWLHG Uh PTHRESHOID —02121172 _ I9 OU7SWING THRESNOlD BY DLP scar= N.T.S. _ a c ec JK m' Eauc er. LFS T wwmnc w.: a s' FL-15180.11 csx¢r 7 or 7 i pi � stpro r C,�` gg •�!U� 5200 W.CENTURY BLVD. e g LOS ANGELES,CA 90045 vY:. Smooth/Wood Grain 37ZTMAX.OVERALL---......111 i '( s N Fiberglass Door FRAM SerieE WIDTH [Em e a OUTSWIIVG —I ha" ma�� \� g 4 0 "IMPACT' y z vo � �zy GENERAL NOTES o r ^aw 7. This product hasbeen evaluated and is in compliance with the 5th Edition(2014(Florida Binding Code it3C( structural requirements jncludng the"High Velocity Hurricane Zone"(HVHZ). z y w M X4 0 fProduct anchors shall as Tstetl and spaced as shown on d , 2. ecals.Anchor embedment to base material � � shall be beyond wall dressing orsluccd. W eI a 3. When used in the IMT ftds product compiles with Section 1626 of the Wick Building Code and does not require an impact resistant covering. 4• When used In areas out l We of the'W*T requ'ving wind bome debris protection this product complies wilh Section 1609,1.2 of the FBC and does not require an impact resistant covering.Ths product meets missile level 1 "D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.122 of the FBC. °' +_ !r 5. For 2z stud framing con Ifruction•anchoring of these units shall be the same as that shown forty buck z W masonry construction. rn 6. Site condfiom that deviate from the details at this drawng require further engineering analysis by a licensed engineer or registered archlect. w i 7. This product meets watgrinfiltration requirements for Wfir. _ : I TABLE OF CONTENTS SHBETB DESCRIPRON „o .. Z D cd eevoficn,design pressures.8 general roles panel defahand glaring detai VERALL3 Horzoniclar=sectons ore 02/2i T2 - 4 Verticil cross sections ..:FRAME DLO- TYPE;' .".. scnc: N.T.S. _ s 5 Buck and home onchaing-2X buck m=W construction .01MT3JSION DIMENSION .POSIIYVE NEGATIVE 6 home archorrg-1Xbuck masonry conshuction 37b0"X96.50" 20.50"X7825 GI +50.0 1 -50.0 7 B7 of materials S.compenenls oenm✓n ro_ F 15180.8 sxxcr 1 0< 7 O I : 1.22' 0.61• i Gl 0.81• 1.22' � EXTERIOR I STILEINTERIOR �_STILE TOPRAIL - 'RARtIR* Lt♦ S n u (COMP.).. ) ` (COMP.) (COMP.) STILE REINFORCEMENT LOCK BLOCK STILE REINFORCEMENT E m (2P LONG WOOD) g' Lt 9 d a (WOOD) (WOOD) \ g m d a NAILWARECNAIij 1 HORIZONTAL CROSS SECTION FOAM CORE v D c z 2 (POLYURETHANE- � MANUFAQURER Moog 1.9 PCF MIN.) I LWO7 lLOCILGln SFRATUHSEIUES(rm) STRUCTURALSILK:INE(DOW 995)—� IIFF�----VIII--518'GLASS BITE rALL LOCX: �--35.7SZIMCAX.CMAX NON/STR�UCN—RALSFAIAPY ___...... .__LEX._T DEFDlO: YHC0IlEg10N(605ECR FRAME WIDTH .;'OVERALL GLASS INK 211-11r . ISANNEALED GLASS D.L.O.WIDTH ODPSAFLEXmPVB DOOR PANEIY®TH t/6ANNEALED GLASS . INTERIOR INTERLAYER EXTERIOR AIRSPACE 1/S TEMPERED GLASS X 13PPH GSMS ALUMMMSPACER/ SELFORIWN ( 3A irJr, i ✓ i NONSTRUCTURAL SEALANT J L!.7 s u�0i I G1 GlALNG DETAIL i s FIBERGLASS SKIN o $ p ( (SEE DETAIL) Ed _SEE HARDWARE 4 o CHART O p 1.86' INEERIOR. h �' s FIBERGLASS � � �~ .12- W Q 0 o _.._._.. FIBERGLASS SKINTHK. EXTERIOR BOTTOM RAIL .�_ a .._.....� 3A ODL HTE fRAME OD69"THK. (COMP.) -n-.02/21/12 j sML N.T.S. _ 40 DOOR PANR (a"ml DOOR SKIN DETAIL owc.en JK = 4.25- �—� 2 vERncaL cRoss sEcnoN C.. LFS ODL LRE FRAME FL-15180.6 zxEn Z m 7 7 KlCj ua\Rast JIC PVWANENIVLriaa pradun Appo 1AFL•1SIMC-dawngs\CvrennFl I51B0.1-)DGWp 6J 97 o zy N V W N U iA 0 A rA ff) Q4,® ER G X A ` ASN 4 W W W N W W N x �0 0 �A V W / an � H n as � ...__._•_ ---__ ,P ll Is, 1111 8" a // vF M ucET+e Z L'//-�—�y:• No.43409 ' gg $ pa P PRODUCT: D�+++nao1+Praw,+a Br�� ••,, Y " ti lyneen F.S h.ldt : ,p�.;4o1apR•'��` lu $+ z N PIASTPRO INC. P/.F-/ No.4-1499 FlBERGLASS y N PARTOR ASSEMBLY: BUILDING CONS ULTANTS,�INC. 1 1 1 15 UPdtTE i0 5TH E0. 2011 F9C dK HORIZONTAL CROSS SECTIONS P.O.BOK 230,VOliltOr FL 33583 NO DATE BY phone No.:873.658,Bte7 REVISIONS FBPE CA.No,9513 02012 R.W.0.......C.... ARio rr.c. RACien\PWtpro,Inc PERMANENTNmdl Rnd-ApPc4s\R•i51MC•Drrvrings\Cuaent\FL-1S1PA3-101Lwg6-4 m a O a� p A m i x o m V > o / C'SINK 1.1/4-MIN. 1-1/4'MN. i�......................y.-EMB.(rYP.) EMB.ITYP.i_.._...I.�_......_.�. i ao iO A W \ AT ' n A Z FNiF i.� A N n � X I 1-I/4'MIN. EMB.(ttP.) No.43409••• yrT, I PRODUCT: I c—nn.nt.vroparoa 8.�� ; Iy' R 7 4 don F.BehmldtFn3i '• �,•9�"• PLASTPRO INC. P.E.No.43408 ��// �� `; EROEASS 000 Vi�1jlllltl� y PART OR ASSEMBLY: /��/{�B .DATBox 230.Voldco,FL 33595 m N NO DATE BY Phonrr Na-:613A MIG7 REVISIONS F13PE CA Ne.0013 0 2D 12 R.W.BUIL-1 CUN1U 1TI 1— D TYP.HEAD aTYP.HEAD MASONRY &JAMBS — / — JAMBS I 'rrr4 Rss n z MASONRY J q •i OPENING J ti OPENING \ h Fgyp Em 9 ma ew x �z �R, d FRAME m j0 2X BUCK— O T e � — — 2X8UCK o m _ i m OTYP.� m SIIL G � m SICK ANCHORING STIBKEJAME o•FRAMEANCHORING HINGEJAME o CONCREIEANCHOR NOTES: Mommy 2X buck conttructon 1.Conoefe anchofk>mlbnst�Iat the camers may be adWed to maintain the Mn. a $ edge c 2ConaedriesMalmoowd'nnoht.edag MAX.ON CENTER'mwtbe adjusted to ' maintain the min.edge fiance to mancrjafnm adc0lonalconcrete anchors a may ba regwetl fo enaae MAX.ON CENTE/Cdvneraion ora rwf exceeded. M N� 9 aCorwere anchor tab/e� � 1 IC F_� ' W P 10 OR MIN CLEARANCE MINCLEARANCE ANHiOMASONRY TOADACENT p oE EMBEDMENT GA - - :.:ANCHOR ° am C2 27 72 °_ N 111Y 1(4 1.1/4 T 4 sato .T.S. W TAPCON 5 5 ELCO owe JK E Ua,RACONa 1(4 1.1/4 7' 4 27 cwc sr. LF9 3 a WOODSCREW NISTAllAilON NOTES: ° '1°N0" s I.Maintain a minimum 578•edge dttonce.fend cr t—.d 1'o.a.spacing ofLATCH d DEADEOLTDFTAIL HINGE DETAIL FL-15180.6 n wootlscrews to Ixevenf me spNt7ng of wool. ° va¢s 5 aL O 0 e Om A o gig o. T, CD MAT kA ME tOtn ,ILI 1433-MAX. O.C.(I yr.1 T a" 2e —26*� 9.25 *A c No.43908 S U I4I I PRODUCT. Fw— W.m, I=F.Schmldt 'ZOFII.' "S�4 P.C.No. PLA RO INC. 43409 7,0 Z, FIBERGLASS D RT OUI-1110 CONSULTANTS,INC.I I PART OR ASSEMBLY: p p —I 0-47z-271-5 VPaATE TO 501 ED.(20 14�FOG I 4K P.O.Box 230.UVclrlco.FL 33595 DATE FRAME ANCHORING IX BUCK 1 By I MASONRY CONSTRUCTIONMw No:813.059.9107 REVISIONS Ph CA N.9813 02012 R.W.0-1111 U011ULT11..1 111. BILL OF MATERIALS -«'"-'-"----'1 `•��.• %rid "mo DFSOMM MAXIM A IX BUCK SO>=0.55 W000 '1�_ B 2X BUCK SG x_0.55 - WOOD C 1/4"MAX.SHIM SPACE D 114'X2-3/ ELCO OR RW CONCRETE SCREW STEEL Ly 1........2.36' 2.T--I "In mit oRm<z° E MASONRY 3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90eE W G 3/16"X3-1/4"PFH TW CONCRETE SCREW STEEL Al-65IDE io \ dg 9 of H 114"X 3•i/4"PFH ELCO OR fN!CONCRETE SCREW STEEL nLL 1 114"X 3-3/4'PFH ELCO OR ff W CONCRETE SCREW STEEL_ B pi K #9X2-1/ PFH WOOD SCREW STEEL 3w N L #8 X 2-I PFH WOOD SCREW UHL n U� M #8 X 2"PFH WOOD SCREW STEEL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM _ rc 9 4"X 4'BUTT HINGE STEEL ,Lj ti sLL' 10 #9X1"PFH WOOD SCREW STEEL 11 1#9 X 3/R P H WOOD SCREW STEEL -- __ _ 20 FINGER JORTTED PINE FRAME,HEAD&HINGE JAMBS WOOD —Z44' -I--213 N o$ 21 POLY FIBER JAMB COMP./VINYL G 27 LATCH STRIKE PLATE STEEL 21 pDdjomb �) m 28 DEADBOLTISTRIKE PLATE STEEL o 9 29 OUTSWINGTHRESHOLDBYDLP ALUM./WOOD 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - �m i m � - 3 N � z h o rE L 'Z z 49 OURH7NC IHRESNOID BY DlP —02/21/12 srua N.T.S. _ m n er a an ec LFS 3 owwHc w, n D FL-15180.6 - A 7 ff 7 9 O i plastpro _ 5200W.CENTURY BLVD. s7s0RAMEW10711 LL LOS ANGELES,CA 900456'9 n --- Smooth/Wood Grain/White Wood Grain Rustic/Mahogany Series N Fiberglass Door lux o OUTSWING Z v a a LL 'IMPACT' a Z_ �s GENERAL NOTES Ovr.. Fitt I. This product has been a tolucted and is in comp,once with the 5th Edition(2014)Florida Building Code (FBC)structural requ'rerrlents including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall N as listed and spaced as shown on details.Anchor embedment to base material shal be beyond wag dressing or stucco. 3. When used in the"HVll�this product complies with Section 1626 of the Florida BuildIng Cade and does not a require an impact resistant covering. k� 4, When used in areas outside of the"HvW requiring wind tome debris protection this product complies with Section 1609.12 of the FBC and does not require an impact resistant covering.This product meets misee level 'D"and includes W id Zone 4 as defined in ASTM El"6 and Section 1609.122 of the FBC. --'-' 5. For 2x stud framing corutlruction,anchoring of these units shall be the same as that shown for 2x buck z masonry construction. :W o 6. Site conditions that deviate from the details of this drawing require further engineering cnayss by a a c licensed engineer or reg stared architect. 7. Outswing conffguaationslmeet water infiltration requirements for"HVI T'. TARd OF CONTEMS col SNFETd DESCRIPTION of = 1 Typlcd elevation,design pra�ures.L general notes a o = 2 Door paneldetokandgoringdclolT --_- -Iz 3 Hcv¢anta'cross sections - OVERALL OVERALL DESIGN PRESSURE(PSFj:• cre 0212,11-' _ 4 Vedical cross sections - 'FRAME `D C.O -;GLASS scar: N.T.S.L 5 Buck and frame anchoring-2Xbuckmasonry construction DIMENSION ••D1IMENSION ..7YFE :fibs VE.:'NEGAnVE:.. .va�.: Ji( 6 Frameanchor5g-1Xbuckmosorryconstrjctan -1 LFS 37.50'X80.50" 20.50"X 62.63' Gl +$Q,Q -$Q,Q a 7 88 of materials d components owmm ra: FL-75180.1 is m 1 cr 7 O F- 1.2T � -0.81' Gl 0.81` -, 122 �.:..... •�' n 1.19O �t EXTERIOR � I �_•�. t•J_z,"�. 1.75 Y) I d ' n ............. »° w STILE / I INFERIOR \ l—STILE 10P RAIL/"� -1 Llltt 7� Y $ •: (COMP.) LOCK BLOCK ` (COMP.) (COMP.) E STILE REINFORCEMENT (20'LONG WOOD) STILE REINFORCEMENT ... \ $ gat n (WOOD) (WOOD) man T HORIZONTAL CROSS SECTION FOAM CORE 2 (POLYURETHANE-- - - 4 1.9 PCF MW.I 8 3i lAAHITFACIURER -MODA..::: - .._.. STRUCNRALSILK3NE(DOW 995) 51 _- Kri06E1 lOOC slcxAFDEE SE816 8 GLASS BRE IIIFFF--- DEAmom 9G77AtuEE3EERt(780) NONSTRUCTURALSEALANT I EXT, o a TAtC DEADIM. YHCN.IECBCNLl0S�1) 1'OVERALL GLASS THK. io 00 r--1/8"ANNEALm GLASS 35.7 DOOR _0.090"SAFLIXmPVB ry IIf-� WIDTH24.22MAX,_ / .. �' INTERLAYER 2 I ERAME VnDiH f` -1/8'ANNEALED GLASS INTERIOR EXTERIOR _..-.. sP D.L.O.TPMAX. �..._.....—.-..i ) 0 0 e 12 - RIR SPACE o tWIDTH \� \...Iff TEMPERED GLASS o � I I � a p7-19X1-3/4'PPH_ \--ALUMINUM SPACER I / I SEIF DRIWNG SMS 3A INT. STRUCNRALSEALANT a / SEE HARDWARE rs GT GUUING DEUR .. .a CHART m FIBERGLASS _SKIN s (SEf DETAIL m = 1 s o z S :EU Ir--1�• INTERIOR O 2 1 O f E7 ci WOVEN d �I - -' _FIBERGLASS . rr � io .... �- � -z W -- -- I ' FIBERGLASS SKIN �J�ERiOR BOTTOMRAIL� � ..I. n .._._. R:--O21 I24.75DL LIFE FRAME OD69'THK.— (COMP.)(T7'P-) 3A .T.S. ODL Ilii FRAME DOOR SKIN DETAIL , r c 5 2 VERTICAL CROSS SECTION Lfs s p2 Danwwc rm.: n L100R PANEL 3 a FL-15180,1 n sxm 2 1-7 D 0 RACiien[st%as .Inc pEAMANF lodda Product al[FL151BNC-davri Curtent FL-15180.1.10 d. 1.3 i O 2. 3 Ot® H � Z T 22 A F=1 A N 0 Q Z Q W W W A_ W W Q 0 O 8 2> o n / V A g any Q ° o a No.43109 c* r @ 4 I PRODUCT: oocume�Pnw..a�'' '-7 't.7 `� '�=�, 15 ___.___....___—_ Lyndon F.Sehmidt �i �p�••.ROMD�r'• �♦ o,°l, j P.E.No.43409 I�hY �Q♦ lu le L N FPLASTA50 DOOR T /a'��Q(VA1.ttF•��`� PART OR ASSEMBLY: V/� !BUILDING CONSULTANTS.INC. L p 1n\ 4lETOSTNE0. 2016 FBCjKHORIZONTAL CROSS SECTIONS YY PB.230.Vnlri<o.FL M595 BY P.O.hone No.:813.959.Bt07 REVISIONS F.P.C.A.No.8513 �uOt 2 q.W.Ou��oigo CngnuAiwrtis Iwn. R�Clie,MM tp,,Inc PERMANEN11FIaida Product App—als�FL-ISLMC-DrawinyslCunxntljL-15180.1-SO.dwq 14 0 S � s l Z OA I � o d � m EMB.)TYP.) I rn EMB.(TYP.) a m A_ .ZI a w - m^ o� a a� z S o 1 n 210 V Oo I x' y� 1 y � I 1-1/4"MIN. EMB.PYP.) 1�111111111//2j v��9,5e••;�' . N0.43409 , * Or i* _ PRODUCT: Docvm.nl.rr.po�.e Ly:�/ FIBPL4STPRO INC.ERGLASS DOOR PTaNp.43409Idt ``\ m TI in\ I 04 22 15 UPDATE f0 57N E0. 2014 PgC dl( PART OR ASSEMBLY: /� BUIIAINO CONSULTANTS,INC. NO GATE BY VERTICAL CROSS SECTIONS JI�Yd P•0.8-230,Wrl..,FL 33595 PNone No.:513.659.9197 REVISIONS FBPE CA No.9813 O 2llla R.W.6w�omn CaneuVu+ig Iwc. r:o_ giq D TYP.HEAD TYP.HEAD E w g 8 JAMS _ ' � a JAMBS HE a MASONRY J MASONRY OPENING OPENING z° FRAME I F I z oz 2X BUCK-\ r i c, 2X BUCK tnV 6V ami o� ^O _ _ ^O ted' Y H TYP.@ SILL - ym & I z RUCKANCHORING SDUKEJAMS FRAMEANCHORING HINGEJAMB g Masonry 2X buck construction `^ n W CONCREIEANCHOR NOTFS: z 1.Concrete anchorlocattans at the canners may be adjusted to maintain the min. - edge distance to modarJo�nIs. W 2.Concrete ancharlocoHons/lrouted as MMX.ON CENTER'must be adjusted to d maintain the min.edge cft ince to mortar joints additional concsefe anchors ? maybe requved fo ensure a MAX ON CENTER'Mmemlon are not exceeded. = C 3 Concrete anchor fable: M 9 rya e' g ANCHOR ANCHOR M1N;= R. LFARANCE IMIN CLEARANCE O- O MASONRY " RE;- BEDMEM T :r_TOADIACEMr: lO ' ..:-:EDGE 'i; ANCHOR: o S ° 'z FTW wane 02 21/12 = TAPCON& 1/4 1.7/4 2' T 27 M race: N.T.S. ELCOwvu ar. JK c' UITRACON6 lj4 1'lp� 1" 4 oiw er: LFS 3 a WOOD SCREW INSTALLATION NOTES: °P"`"NG N0- s UITCHR DEADBOL[DEVJL HINGEEDETAfI 1,Maintain a minimum S/8' edge distance,I"end distance,a 1"o.c.spacing of FL-15180.1 wood scmws to prevent fhb splitting of wood. y 8 T °n — — O 1 =?•�' � Jai:{ TYP.HEAD&JAMBS n Q 9 %rrrF+��*ALL�`�``,`` g 6 of ill 10 �o e iv a MASONRY OPENING J n \ g'""� 56 i f< EE o z FRAME $ a L HINGE DETAIL Y I 1XBUCK- l H TYP.®SILL /x\\ 27� f° SIRIXEJAMB FRAMEANCHORMG HINGEJAMB g Masonry IX tuck coi;,ft-L,0w CONCREIEANCHOR NOTES: LATCH d DEADBOLTDETAIL 1.Concrete anchorlocatigns at the comers maybe adjusted to maintain the min. edge distance to martaijoirlm n 2 Concrete anchorlocafions noted as MAX.ON CENTER"must be adjusted to maintain the min.edge�Wance to mortar joints,additional concrete anchors may be required to eruure the'MAX.ON CENTER"dimension are not exceeded, a 3.Concrete anctlor table: -- MINCIEARANCE: MIN:CLEARANCE ANCHOR ANCHO M#M {pMASONRY 10 ADJACENT" s .TYPE i1ZE EMBEDMENT :EDGE ANCHOR - a E LNf 0 1/4" 4" i o TAPCON �z '" ElCO 4" wn:02/21/12 ULTRACON 1/4" 1.1/4" I" N.T.S. it ITIN TA ON® 3/16' 1-1/4" 3" T-1/7 axF w: JK m US 3 WOOD SCREW INSTALLATION NOTES_ v.: e i 1.Maintain aminimum S!8'edge distances,1"end distance,d 1"o.c.spading o/ FL.-15180.1 wood screws}o proven�ihespGNing o/wood. ssa 6 a- 7 O a K` i BILL OF MATERIALS '�: -.•• � m 9• SG'= DEM• DESCRPi10N MATERIAL A IXBUCK SIG>=055 WOOD =C1T �L :za=3�m B 2X BUCK SG>=OSS WOOD �N;3 z° �;•°O� 00 C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL h-- 4.56'-----i �' !i .••"•-•••••' G 3N/16 X 31/4"OPO�O P51 MIN.CONCRETE CONFORMING TO ACI CONCRETE —I I �� ``�.•� zo 6 o i 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 '.. ""- L L LLLh g 9 i z u fTW CONCRETE SCREW STEEL H 1/4"X3-1/4'PFH ELCO OR TTW CONCRETE SCREW _ STEEL f - I N X$X 9dom J I, 4"X PFH ELCO OR TTW CONCRETE SCREW STEEL K #9 X 2-1/2'PFH WOOD SCREW STEEL L #8X2.1/2"PFHWOOD SCREW STEEL € "� M #B X TPFH WOOD SCREW STEEL 20 HaEADD6510E a 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM B COMPRESSION WEATHERSTRIP OLON 650 BY SCHLEGEL FOAM 9 4"X 4'BUR HINGE STEEL 10 #9 X I"PFH WOOD SCREW STEEL i o zz 11 #9 X 3/4"PFH WOOD SCREW STEEL " kz 20 RNGER JOINTED PINE FRAME,HEAD S HINGE JAMBS WOOD ^"""'--4.W 21 POLY RBER JAMB COMP./VINYL j_! 27LATCH STRIKE PLATE STEEL a c' h ' 28 DFADBOLTSTRIKEPLATE STEEL _ � " m Q 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD o 40 DOOR PANE--SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS d '�"-t----246• 2.13' s 2I HEAD 6 IDE � vay rbaJDm6 - Z d o s o ¢ LL" a � g R i 'w §� �OUISTYING 7HRESHLTLD BY D!P `_`c o -z —02121112 _ E —f- N.T.S. arc.a": JK D' ooc.m: LFS 3 e oa�,x gym.. d s G FL-15180.1 °n i i MIAMi-RADE MIAMI-DADE COUNTY *1111,116 PRODUCTCONTROL SECTION DE$ART1VIENT OF REGULATORY AND.ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BO,�, RD AND CODE ADMINISTRATION DIVISION -r(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m;amidade.gov/economy PGT Industries 10710 Technology Drive No IfIth Venice,FL 34275 SC�IDP) : This NOA is being issued under the applicable rules and regulations governing the use of construction maerials. 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 fat s to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ m immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DI SCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 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, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. I RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been not change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date Inay 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. Tliis NOA revises and renews NOAH 11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.08 141AMI•DADE COUNTY ) Expiration Date: March 26,2021 '? Approval Date: July 092015 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.0.1 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single hung Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1, Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance'rest,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,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957,dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under prevlous NOA No.07-0322.06) 2. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 _2)Large Missil.e,Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, elated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No.07-0322.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.R. (Submitted under NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. F I'L-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) .Manuel r ,P.E. Product ContrEx iner NOA No. 0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure'fest,Loading per FBC TAS 202-94 3) Water Resistance"Test,per FBC,TAS 202-94 ..4) Small 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,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4947 and.FTI,4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted tin der NOA No.0,54 018.01) 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-10.18.0.1) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray ButaciteU PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. Manue ere P.E. Ll Product Colin o!Exa liner NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-2 PGT Industries NOTICE,OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03/11 and expiring on 03/26/16. �._.._.._..--_ Manuel z P.E. Product ContrI Exa Liner NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 i GEI ERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS I.GLIAZWG OPTIONS:(SEE DETAILS ON SHEET 2) 5116'CAMt CONSISTING OF(2)UTES OF 110'ANNEALED GLASS WITH A.W KURARAY SUTACITE NVB(BY KURARAY AMERICA,INC.) .'11_."SAGN"SPVB INTERLAYER(DY EASTMAN CHEMICAL COMPANY) •5116'LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF US'HEAT STRENGTHENED GLASS WITH A OW KURARAY BUTACITE'PVB(BY KURARAY AMERICA INC,)OR.000'SAFLEX Ave INTERLAYER(BY EASTMAN CHEMICAL COMPANY) .5116'LAMA CONSISTING Off(2)LTTES OF 118'HEAT STRENGTHENED GLASS WITH A .090'KURARAY SUTAC7TE`PL+B(BY KURARAYAMERICA,INC,)Oft.000'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 0.7116"LAMA CONSISTING OF(2)LITE$OF 3/16'ANNEALED GLASS WITH A,09D'KURARAY BUTACITE PVS(BY KURARAY AMERICA,INC.) OR.090'SAFLWPVB INTERLAYER(BY EASTMAN CNEMtCAL COMPANY) E.7/16'LAMA CONSISTING OF(1)E VBUTE(By OF 3116'ANNEALED GLASS AND(1)417E OF 3118"HEAT STRENGTHENED GLASS WITH A J� EMICAL COMPANY) F.7111 LAMS CONSISTING OF 2)LITES OKURARAY 3/SG HEATICA,INC.)OR.09V SAFLEX'FVB STRENGTHENEDGLASS WITHA 090 KURARARIAYER Y BUSY�TACRE�VBBY KURARAY AMERICA.INC.) NOA DRAWING MAP CR.090'$AFLEX�PVB INTERLAYER(BY EASTMAN CHEMICAL.COMPANY) SHEET © G.13/16'LAMI IQ(1)LITE OF 1/6'TEMPERED GLASS,AN AIRSPACE AND 5116'LAMI CONSISTING OF(2)UTE$OF 118'ANNEALED GLASS WITH A GENERAL NOTES..____1 .090'KURARAY BUTACITE�NB(BY KURARAY AMERICA,INC.)OR A90'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS.»___..2 H.13116'LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5116'LAMI CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE DESIGN PRESSURES.....„3 OF IV HEAT ST®ENGTHENEO GLASS WITH A.690'KURARAY BUTACITE AVB(BY KURARAYAMERICA INC.) ELEVATSONS_.__...„,_. .4 OR.090'$AFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS..,..._._..5 1,13718'LAMI IG:(1)LITE OF IV TEMPERED GLASS,AN AIR SPACEAND 8110'LAMI CONSISTING OF(2)LITE$OF 118'HEAT STRENGTHENED GLASS HORIZ.SECTIONS -.6 WITH A.090'KURARAYBUTACITE 8(SY KURARAY AMERICA,INC.)014.090'SAFLEX AVB INTERLAYER(SYEASTMAN CHEMICAL COMPANY) PARTS LIST_.........._..._..6 J.13/16'LAMI IG(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7118'LAMI CONSISTING OF(2)LUES OF 3116'ANNEALED GLASS WITH A EXTRUSIONS..._........_._.T . 0'KURARAY BUTACITE`PVB(BY K(/RARAYAMERICA.INC.)OR.OW SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL._...._..7 09 13/16'LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7116"LAMA CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE ANCHORAGE._.... .......8-11 OF 3H6'HEAT STRENGTHENED GLASS WITH A XW KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEXBPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY) .13116"LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITHA.09W XURARAY BUTACTfE'FV_a(BY KURARAYAMERICA INC.)OR.090`SAFLEX AV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 13)16'LAMI IG:(1)LITE OF 118'ANNEALED GLASS,AN AIR SPACE AND 5110'LAMI CONSISTING OF(2)LTIES OF 1/8"ANNEALED GLASS WITH A A90'KURARAY BUTACTrE PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.C'ONFIGURATIONS:'OX'(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3,DESIGN PRESSURES:(SEE TABLES,SHEET$3) ANEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ®B-POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED mRmv icn�VLrna n r89»N,OOFlwi4• 6.rRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. flw1Au& A�uj No m s�tiw/oam ,gD21 7.[FERENCES:TEST REPORTS FTL-4845,FTL-4646,FTL4067.FTL-4648,FTLA649,M4650.FTL-4851,FTL-4723,FTL4957,FTL,4958 AND FTL-5083, Dy 6 ANSIIAF&PA NDS FOR WOOD CONSTRUCTION Mlem F'°6 r ALUMINUM DESIGN MANUAL S. RIES/MODEL DESIGNATION SH700.ALSO REFERRED TO AS SH701. ®9.MIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY A LY.NAlk(F�i,,. UtRICANE ZONE(HVIM, ® 1,,FOR INSULATED GLASS INSTALLATIONS IN THE MVHZ ABOVE 34 FT.ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G4.)ARE ALLOWED, 5'3105 LIZ _ Lu E 5D1£0nDN(zo14)rBc UPDATE 1�,UL GENERAL NOTES J.J. Ia Wi1 0 2OfOF80UP44TE N.VENtCE.f23UJS �,'��`•.....• ti rR awun C C/iANGIDC4PGAS97YPETp7EMPEREOiROMHS e,o.ep Ism - ALUM.SINGLE HUNGWINOpW,IMPAC T YvtS✓T Betur '"""'^ A.LYNI4 FAILI.'£R,P.E. FK''Vim J,J. 7 N9KF+L9S.kL 4 5NA'p NTS 1 ti 4040.20 E FL P.EJ!58705 i i NOTE: 1 1 LAM[IG OUTBOARD LITES MAY BE UPGRADED TO 3116'WITH NO CHANGE IN DESIGN PRESSURE. 41� 12"NOM. 44 12"NOM. GLASS BITE GLASS BITE EXTERIOR INTERIOR[ (ALL SECTIONS) 3 I ® 37 ® rvB• Kt1RARAY BUTAC{TE" PVBINTERLAYER $0,810 $2 83,84 or85 SAFLEX'PVBINTERLAYER BY I EASTMAN CHEMICALCOMPANYL 70 70 118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS .040%B INTERLAYER 096 PVB INTERLAYER 1/0"ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS S1S"NOM. 7/1 LAMINATED 5116"LAMINATED GLASS 7/16"LAMINATED GLASS 1 I n r'-1 112"N OM. 12'NOM. 46 GLASS BITE 48 GLASS BITE I 38 38 ® o 1'RODiIC1&EVI.":D complying•rich No FI W iEa DuilJu,P"CaGc 86,87,88 or 92 89,90 oT 91 A m«x"t i wn Lhle ( 7Q 70 r ��tc.g,wxca 118"ANNEALED OR HEAT STRENGTHENED GLASS 3fi6"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER IF 1t8"ANNEALED OR NEAT STRENGTHENED GLASS 3116'ANNEALED OR NEAT STRENGTHENED GLASS 5116'LAMINATED 7fl8'LAMINATED _• .• � AIRSPACE AIRSPACE :.'��'.• CFNSg F-pf6 1/8"ANNEALED OR TEMPERED GLASS 118•TEMPERED GLASS ` -413118"Nom, 13/18•NOM. Yt Nu.58705 13!16"LANAI IG GLASS W/5116"LAW 13116"LAMI IG GLASS W/7/16"LAW "L'•'•'� `�215 1a:: T F !.A! lVf2/f5 E REI9SEOINf17iLAYERAWNUFAGNRER DETAILS NG GLAZI 2.1. ,amm D NocNarllyEslissSNEET 1��vP++�Ke,y�Lsans P T� `',;`4rC}F7Ri�rit•�,.• ALLUUM.SINGLE HUNG WINDDW IMPACT JR 6G0Uif C GfLWOEDtAPGtASSTYFETOTEtLPEREDF7iOM1}S PA.eDX usZ9 ALYNN MILLER,P.E. NOKOD3$,FL Sa2iA VLt88'BttfSs F.fi e/lA1S ,AJ. ,4,/2307 SR700 FUII 1 2 a f i 4040.2ti ✓: FL P.E.ti 6870.5 I I 1/1 FLAN EOR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1. BASED Obi FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS Q" WINDOW HEIGHT WIDTH I GLASS TYPE 63" I 86" I BB" I TV 72" T4" T6" MEETING RAIL 48` I A,S,M 1800 -68.0 +BOA -SOA +80.0 •84.0 x80.0 X0.0 +80.0 -8Q.0 +8D.0 •50.0 +8D.0 -80,0 HT. W" A,B,M +80.0 •80.0 x80,0 -SO.q +60.0 .80.01+80.01-80.0 +80.0 -Bp.O 180.0 -80.0 +78.0 -79.0 Ij 1� •x,._.... H 62" A,S,M +8010 -80.0 r80.b -80,0 +BOA -80.0 +W.0 -84.0 +78.6 78.8 +77.3 -77.3 +75.9 -75.9 63 116" � A,B,M +80.0 -80.0 +BD.0 -800 +79.6 -70.8 +78.2 78.2 x78.9 -78.9 +75.d •75.d +74.0 -74.0 UPT05311V C,O,E,F.G.H,I,J.K,L +80.0 -50.0 +Bp,0 -80.0 +56.0 -80.0 +80,0 -W.0 +8(l0 410.0 +80.0 430.0 +800 -SO.b STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WIDS Wt HIGH SILL OPTION TABLE 2. _ BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS.."' _ I WINDOW HEIGHT Q" WIDTH I GLASS TYPE 38318" 1 44" 1 50618" 1 63" I T2" 74" 1 76" 48" A,B,M +80.0 -80.0 +80.0 1-80,0 1+84.0 • .. +80.0 430.p +70.0 70.0 +70.0 -70.0 +704 -70.4 HT. MEETING RAIL W" I A,B,M +80.0 -80.0 +80.0 470.0 +80.1) •80.0 +79.9 -79,9 +70.0 700 +70.0 -70.0 +70.0 -70.0 __•X_..-_^ H 62" A,B,M +50.0 •80.0 +80.0 -80.0 +80.0 -80.0 +76.91-76.01+10.0 -70.0 +58.8 -68.8 tg7.8 •67.8 631(8" A,B,M +80.0 •$0.0 +60.0 -80.0 +80.0 -84.0 +75.0 -75.tl +88,0 -60.0 +66.7 •86.7 +85.5 X8.6 UPTO63118" C,D,E,F,G,H,LJ,KL +80.0 -80,0 +80.0 -60.0 +80.0 -80.0 +W.0 -8D,0 +70.0 -70.0 +70.0 -70.0 +70.0 -70,0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. _ O. BASED 411 FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH=76"FLANGED AND 76"INTEGRAL FIN) MINUS WIDTH) I GLASS TYPE 171t&' 1 22 Nt16" 2113116" 33 314" 39 57'16" 4413716" W Sts" 6615118" SASH 61 115`1 D,E,F,J,K,L +80.0 •80.0 +W.0 -80.0 +80.0 -80.0 +80.0 -80.0 +7010 -70.0 +70.0 -70.0 +70.p -70.p +70.0 •70.0 H�T. MEETING RAIL TT -1^ GLASS TYPES: TEST REPORTS TABLE 4. "X' 3A15H A.6/16`LAMI-10A.AM0,tIVA) FTL-0647,4648,4723 4957 5.5116"LAMI-1I8"A,.090.lArHS F7L-0647,4040 C.5116"LAMI-118'HS,.090,11WHS FTL-4847,4648 0.7116"LAM-311WA,.090 3116"10 FTL-4045,4885 E.7116"LAMI-(3I18"A,.m.wis"HS) FTL4846 _ PR0DUCr xBVlsro F.7116"LAW (VlWMS,.090,3116'115) FTL4645 iluilan,p�Cu¢GuwFlaiaa AeapNxoee.W rJ 4,13116"tAMI IG-118"T,AIR SPACE,Nib'LAMI-(1!8°10,.080,1/8`10 FTL-0640,4723 H.13116'(AW IG-118"7,AIR SPACE.5f18'LAMI-(1t5"A..090,118"HS) FTL4848 qy 1.13118"LAM]IG-IIS`T.AIR SPACE,5116"LAMI-lIVHS,.D98,t18"HS FTL-4646 ® Mia Dave p.4m 113116'1110571 IG-116"T..AIR SPACE,7116"LAMI-(3116"A,.090,3!16"10) FTL-4644,4650 K 13116"LAMI jr-118"T,AIR SPACE.7116"LAMI-(311VA,.090,3118"HS) FTL4649,4850,4958 L.13t16'(AMI 1G-VS"T,AIR SPACE.7116'LAMI-3tt8"HS„090.3116"HS FTL-0649,4050 .��1t111�ttrt M.13116"LAMIIG-lIVA,AIR SPACE,6116'LAMI-118"A,.090,1/8"A) FYL-5063 P OQSL••.J.._tifCl r�r NOTES 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN PRESSURES ARE UNEFFECTED, No.56705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP-TO•TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHT6 FOR CUSTOM WINDOWS ARE 12618"MINIMUM T038"MAXIMUM. 4.GLASS TYPES C,G,H,AND I MAY SE USED IN SASH ONLY g = '•, �� •�\u L.M. wZ75 ADDS4SUGLASSOPno+usFORcusrouv/EWwuWOWS 1�7E� a,�Y9 E IGNPRESSURES �'��".�<,'�,•�'�.O?!c??.r Ca\;.. tJL tawny D NOCHM'GE9TRlSSNEEr R.vatw4,Txaene P T� ,J`i/gi•;}�,4��`.�• SUM.SINGLE HUNG WINDOW,IMPACT _ r r` 0TXf C CftANDEDCAPGL4SS TYPETOTEMPEREDFROMHS P. wxI m..a,a ALYNIIIAILLCR,P.E.OKWs.11. l irutb¢8etu. 3 `i1 404620 F FL P.E.B 50785 8!!115 dJ. 7/5307 53118"MAX.FLANGED WIDTH 52118'MAX.I.F.WIDTH 49w6•MAX.FIXED DLO(ALL) ( t 75'MAX. (75'MAX. 75"MAX. SEED O D �� tF. A I.F. C.,.I I.F. D-� HEI MT SEE DLO / HEI FIT SEE DLO i a / HE[;HT TABLE O TABLE ....,__-. •_-... 76"1 IAX. 76"1 AAX 7W11AX. .— FLANGED FLANGED _ FLANGED HEIGHT -MAX HEIGHT SEE LO TAB}E X SASH SEE OLD SEE DLO ( ') HEI HT TABLE XA NO E 4 TABLE NO E 4 .. MAX...— . VENT DLO(ALL)..... DETAIL B DETAIL C DETAILA VIEW.Si TANDARQ_SASH RADIUSTOP_(STANDARpSASH2 r--`-- � •_:�."�"'�"—� —YERTIC/4LDAYLIGHT � OPENING fi6"MAX. 175"MAX. FIXEDUTE I t.f. �p j LF. LOW NIGH SEE E I HEI HT SEE DLO k E"'•t HEI H7 DETAIL BILI. SILL TA A 34 112" 34 3116• O / 78°MAX. TABLE O 76'MAX. B 41518" 41 114" FLANGED I FLANGED C 41114" 40718" HEI HT ]HIHT D 52518" 8211116" ( E 521!4" 525116' rRODUCrxEmm ._.._..___l. ....—.. „..„ SASH 28" 20' LOW HIGH duiaugwcNil6 iM FbfWa SEEDLO/.BLE X BASH SEE DLOTABLE X y// SASH Ac«p+aoco itol -D HEIGHT HEIGHT DETAIL SILL SILL ex iniinn nan �jpZj _.._. ......_ a 341 39 3718" .___........_.._—.__ B 27 T/16" 27 1j3' B _ and RETAIL,q DETAIL E D 277116 27118• D 16318' 15314" VIEW(CUSTOM SASH_ RADIUS TOP CUSTOM SASH E 16 318" 15 314" ...I III ____. TABLE 5. NOTES: ..��0`.......'.. /F': 1.SEE SgEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. '•,x 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. %'i Na,58785 3,SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. _ 4,SASH Jff GHTS FOR STANDARD SASH WINDOWS(DETAILS B$C)ARE BASED ON ATHREE OVER TWO FORMAT. C{- D;_ I-K Nl7B5 E NOCNANGESTHISSHEET J.J. i4ovt1 D NOG7NNDE47MSSNEET lb n.Vc Ft.vsNE P ELEVATION$ ONA4F�`• JR myx`"O°"NOCHAIMESTMSHEET vQ.eoxtszs == ALUM.SINGLE HUNG WINDOW,IMPACT w+u,. A.LYNN MILLER PX, ar rw Hcaours,RNt>R VuABy Bette. sMar NTS 4 a 11 4040-20 E FL P.E.#58705 t 2'784-1 NOTE-.mim(t)SWEEP LATCH AT VENT CENTERUNE OR OPTIONAL BOTTOM LOCKS,(t)6•FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED Or INSIDE INSIDE MAX,VENT DAYLIGHT OPENING BASED ON SASH WEIGHT — 9,10,11,15,16 31 MAX.IXED z.718• LrTE 7,SOR17 DAYLIGHT 25 OPENING k� OUTSIDE 25 MAX.FD(ED UTE DAYLIGHT OPENWG— r~ MAX.WIDTH SECTION A-A 6 oUrSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 n+Alc HEIGHT 21 OUTSIDE I HIGH I ( S 2" LOW SILL MAX. —t4 VENT DAriiGHT 49 H G� H SILL 48 LOW BILL HEAD JAMB OUTSIDE OPENING _ I.F.FRAME q PxouilcrBcvrsPn 28 68 53 II i)u J g�QgQihWa PkC 4a OUTSIDE ( AcctPis,xhbt 'DSI L Iron4nmia b�o21 53 { 2,846' & M PahP,aAxt 330*SILLt (HIGH BILL) 83 52 (Lo SEENOTEABOVE 54 64 3 30 12 uLrRAUFr 67 v ONLY 69 ULTRALIFT No.53705 dr 12 ONLY SECTION C-C SECTION B-B RADIUS TOP (LOW SILL sHawN) ALTERNATE HIGH SILL (HEAD QETAIL-FLANGED VERSION):; .� 7 15 i t anw Ap h STATE OP , ? ra+ ayans a NorJw aEs7mssaF�7 SECTIONS Ror.+oh.•'�,�: S6T0 TE'CHNOtdC.'Ti?iiME _ 71. Hb97/tf 0 ImOcImwEsrnLssaEaT n.vicertee,nxvTs i�,'YI`JNA1-��`��` Z Demur, c NOCHANOW THIS SHUT PAegxwe AL UM.SINGLE HUNG WINDOW,IMPACT + stay — -- 0.LF NP.E.#GL l�P.E. FX I�trodaSm7587 6 rtoKowS,rtsreTa vttby Beier sH7ao Hall S a N 404W20 i ITEM I DWG4 I DESCRIPTION PGT4 ITEM OW(4 DESCRIPTION POTS 1 40020 FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 48X1.0DOOUMPN.SMS 761POA 61 SCREEN CLOTH 61016 3 1 40030 FLANGE FRAME SILL(LOWSILL) 612226 63 505 GLAZING CHANNEL(-888 X.600) 6533402 5 1 1826 IADHESIVE OPEN CELL FOAM PAD 7PPD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 708X1 8 4004 IFLANGEE FRAME JAMB 612227 67 GLAZING TAPE,1/16X12-7/16 LAW 62BV1510 7 4025 SASH STOP 612244 60 4051A SASH BOTTOMRAIL HIGH SILL 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL) 64050 9 4029 SPIRAL BALANCE,318',618",OR 11116' TO SILICONE,DOW 899,095 OR EOU)V, 10 1080 BALANCE COVER 3/B'0R 518" 6BALCVR910 80 A GLASS,5/16"LAIR,(1A)A.0BD PVB,11B' 11 I 90 X.750 PH.PN.SMS 7034AA 81 B.GLASS,6118'LAM,(718"A.090 PVBJ WHS 12 1 BALANCE BOTTOM BRACKET 7BA"TBKT 82 C.GLASS,5118"LAM,(1/8-M090 PVB,1/8'H 13 1085/168 SASH TOP GUIDE 42504 83 0.GLASS,7110'LAML(WA.090 PVB.118"A) 18 1 #0 X1 PHILLIPS FLAT HEAD S.6TL 78X1 FPA( 84 E.GLASS,7116"LAMI,(110'A.000 PVB,tf8'1(S) 16 1080-1BALANCE COVER,I MU" 6BALCVR870 65 F.GLASS,711$"LANG,118`08,090 MARI"HS 17 4053 SASH STOP COVER 64053 86 G.GLASS I3/1W LAM IG;116"T,NR SPACE,5H6"LAW.(I18"A.O90 PVB,1/8" 18 40294 SASH BRACKET 7ULBRKT 81 H-GLASS,13116'LAMI IGS 1167.ASR SPACE,5116"LAM.(1/8A"090 PV8,118"HS 19 1 98.32 X 12'LG.PH.FH.TYPE F S.STL 783ZX12FPFX BB I.GLASS.13116"LAN IG:11M AIR SPACE.5116*LAK(IM"HS,.090 PVB,1/8'HS 21 40540 FRED MEETING RAL 640540 69 J.GLASS.13116"LAK IG;NST,AR SPACE.7/16"LAML 3/18"•090 PVB 3116 A. 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13116-LAO IG;118"T,AR SPACE.T/16"LAW,(3116 A.090 PV0,3116"IIS) 25 1235 tM15TP.,.170X,270 BACK FIN SEAL 67S16G 87 L.GLASS,13776'LAM IG;1B'T,AR SPACE.7/16"LM,(31I6'HS..09D PVB,3/16'HS 26 1090 SWEEP LATCH 71096 92 IM.MASS,13116'LAM IG,118 A AR SPACE,5/16"LAM.(118 AA90 PVB,110'A) 27 1010 #6 X025 PH.FL.SMS 7858 2.67" - 28 4007 ISASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WS7P„BULBMNYL 6TP249 84- 31 4000 SASH SIDE RAL 82501 .062 Al— ;1268 SASH FACE GUIDE 42507 If 35 622 LAN SETTING BLOCK 3732"X 25164'X}' 71622K 7'� 3,55 38 4052 LAA IGSETTINGBLOCK I"X314"X1118' 71052K 37 5224 VINYL GLAL BEAD BULB(THICK) 6TP24TKK � 38 0225 VINYL GLAL BEAD BULB[THIN) 6TP248K ' 41 40390 GLAZING BEAD,$He LAA GLASS, 840398 FRAME,1.F.HEAD 42 40448 GLA71NGBEAD,6118LARMWORILLKIT 844703 47 44071A,8063-1-6 44 4222A GLAZIt4G BEM.7176"LA6 64222 71148 FRAM,(.F,LOW SILL 45 9B5C GLAZING BEAD, 6'LAA W/GRILL KIT 6985 94072A.606346 48 ;406( GLAZING BEAD,1311VLAM I.G. 64067 p, rrtoDUC.TIIL'WSFD 47 40710 FRAME,I,F.HEAD $4071 —plyhg w4h ftR.M. 48 4072A FRA 9FURLOWSB.L 64072 —2374 1""N�E ' Cj,p1,ry a9 40730 FRAME. 64073 r pimuw,naze b17tDZ) 60 40748 FRAME,LF,JA6 04074 52 14000 SILL LATCH(EGRESS OW SILL) 764009 .DB2 NOM 8q 63 11088 SPRING,SILL LATCH(EGRESS 7SPRNG THICKNESS MwN vmm a " 12740 SILL LATCH(EGRESS)(HIGH SILL 62740 4.7t 2.7 55 11014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM t1tIU Nr1T 56 11630 SCREEN CORNER KEY MUNGS 71630 THICKNESS 1 67 11631 SCREEN CORNER KEYWOUTRINGS 71031 `.`` 0`•�,..•••..44Y7 58 }073 SCREEN SPRING 70ASP ,.•- 4tC6naE••'_F1',�� 59 1 11624 SCREEN SPLINE-.135010 FOAM 616241( 50 FRAME,I.F-JAMB 4a 65705 FRAME, F.HIGH SILL #40748.6063-T$ _ 4� 94D73A.6063-T6 (USED AS RADIUS TOP HEAD) nr. mne,. .;ATE OF jV LM W12M5 E lNoCWJYGESTtil6SffE6r PARTS LIST JJ. TDm7r1r D NaG1a1NG6sTHL4sriEEr 1010 Ftattt`J P -�-"" AONALYZaC. JR. OMMY C 0MGMWMASSTYPETOMWEREDFItaMru p.o.agnum ALUM.SINGLE HUNG WINDOW,IMPACT FK �NIJtI:{I�.).ER,( `, Yfsfb(r 8e+ur '""'a" A LYP.E. a1tD8 J.J. 22307 NOrcatsrs•Kaurt SN788 NT$ 8 ..1} -0040.20 E FL RES 58705 i I.F.FRAME SEALANT ALONG ENTIRE JO IN 1 Or 47 17 I.F.FRAME 0� 2 II/ 2.784—+I I) II .082 ( 1,,,,,333888�33j88��y 2830 �2330 � .... 62 AM _1L 6or50 (� FLANGE FRAME HEAD I I \.:./ #4002A,6063-TS �-2.784---� � I 1749-- t 3 ) FLANGE FRAME SILL{LOM 1 ALo 940030.6063-TO 1 6 Of 5l1 NG SCREW jj SEALANT OR GASKET BOSS{2} 2.710 S �•-1513.--I 738 I ATHEADANDSILL .082 -490 .OAO 1 I -•1.4s1+-I� .-1( VITA VIEW E-E {111&VIEW HEAD d SILO RADIUS TOP SILL) {RADIUS TOP HEAD ONLY) n SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION J FLANGE FRAME JAMB t/ #4925.6063-TS #4053,600-T5 - - x.650 - ti J I #4004,b003-T5 ��f7F}_t � {USED AS RADIUS TOP HEAD) 1.165 �— .678 —*•I 1.342 2.328^—r1 1.096—}�--{� 1 �——z27s ►� ( afit•?49 41 GLAZING BEAD.5116" 7740386.6063-75 .15 f 1.9ra 462 5 1'707 .062 SASH SIDE RAIL 31 #400a.6D63 Ts 21 FIXED MEETING RAIL P3 SASH TOP RAIL 2S SASH BOTTOM RAIL(LOW) ere #405AA,6063RD-T6,& 04006C,8003HS-T6 #4007,8083.75 .050-5;—-1- i3O 1Ci`99vl;ir i mpy'In8.�11hIheEWi7� E 050 1,D16 676 42 GLAZING BEAD,5118" 'A, #40448.6063.75. Mttpima W 15' 2.328'—""I {USED W}GRILL KIT) G., 7 21 T .062_ sz 2.546 q4 GLAZING BEAD 7116" I hfiun a<rrodKtc�w 3.44 � 06222.6063-TS ..L� 2.638 .883 .050 .062 t �7 �t lsi ll, 878 F—r---'•-•1.097 •oma—�^�' 48 GLAZING BEAD 13!18"IG ,,`�Q�S�,:'pCFNSfi''•.F�'; Imo—2.784 1.115 �� #4087,6063.75 - SASH BOTTOM RAIL{HIGH} Gl AZiNG BEAD.7116" N0.68705 ` 69 FLANGE FRAME SILL(HIGH) 68 45 ; 94051A,6063-T5 #985C,6063-T5 0d050A,6083-T8 (USED WT GRILL KIT) ,. ':• ' +lr Y rE O^r ,f4r+ Lu 917/16 E NO CH4NGE97H1SSHEET `�`'., `s J.J. taomt G xDCHANGES THIS SHEEr �prM.VENIF.ttytI106 P EXTRUSION58tFRAMECORNERDETAl1 M19.4D..... Jx oamr/rr a xDee�wcESTxrssxEET vn.e0x,ssa == ALUM.SINGLE HUNG WINDOW,IMPACT `'ir,tC)IVAI.ti,. m o,r try uONOtnS.ttaun Yuitdj Batt a^'""` A.LSIN'N MILL'�R P.E. F.K #NAS J.J. 712307 5N1C0 Half 7 "11 4040.20 E FL P.E.#58M ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1.ANCHORTYPES:I-1WFLCOTAPCONS *ELCO SUBSTRATE: 28.603 1 X2- 603 40.603 46.6D3 52,603 $8.603 64.603 76.ODO 3-911142SCRESS4 CRETE-FLEX WS ANCHOR TYPE: 11 0 1 01 0 11,017 V a 0 0 0 0 0 11� 0 ED ONITHE 0 Z� z 2.ANCHOR LOCATIONS ARE BASE '.. 0 z z"0 -ZQO Oz Oz 0 Oz ONONd ONO Oz 70 N 0 0 FOLLOW NO MENSIONS. �w IG 8 § 0838 � 88 0 0 g fj 0 0 0 u '1 0 HEAD-18112'oMIAX.FROM TOP CORNERS iTvm WIDTH I I TYPE JAMBS-17 lir MAX.FROM TOP CORNERS I�D 15•MAX FROM BOTTOM CORNERS 19.125 11 1j-1 I I 1-i'l 2j-1'11 1-1'J2 1'12 i'j2 iljiJ211*2 2'1111'li 212 112 1 12 il 3 21 fil SILL_S'MAX.BELOW MTG.RAIL AB,M Ti I I i ' I _I ANCHORS NOT REQUIRED ' ' ' ' ' I i'l.2�' lif-i ij-2 31 jj 3.INSTALL PER THE ADJACENT TABLE ANCHOR i if"il."111 4A i11 1 1 12 2 i 21i 2 1"i 21'i 2i-i'2'F2 2'12 21ii�Jil 21'i'212 21-2 )-2 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 1 ' '22212222222222222222322222322233322' '' OTE'. 24.000 1211 1121-112 1121i111 ' ' l ' ' ' ' ' 11-jjl111j1111j1jj1111 33 1' J 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ABM 1112 11 i ill 211112 '1112 1 2-1j1if2'j1j-Jj2 2f2 J12 i'l I 1'j 2 1 2'1 i 2�11 2'12 2'1-i 2'1312112 2fJ3113,2112 3113 ARE I'LESS. 2 1 2 1 2 S.RES1914 P.R.E.SAUM VIMITATIONS' - f21313 ilit E BLOCKS L --U 32.000 L 112 Ili 21JJJ3t1222231223232'2232132122333223(334-j 1 'lj1 '1 '1111 , ll 1 'l I i, 13 31'3 4'fd 0 OF TH ADJACENTTAULEW'H A T ' BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 4 3 3 4 4 A%M 22 DESIGN PRESSURE WITH I.E QUANTITY I OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE -Il� I'fi,2112 I'l 3 i'l 2 i12 43 1112 21131 i'l 3 2'12 213 2'131ill-211113 3113 212 31'313'141i12i-113 3"-1 IiIJIJ .F.G, 1 1 2 2 2 _ilij 2 2 1 ji2 1�I i 2 i 1 2 MAXIMUM DESIGN SURE FOR THE iiij 2 'il -i i]3 f i 3 il 41A PRES 1 (3 314 2'11 11 14 1 31 P�l 1;.'E'K,L �Ii fldif�ib 1"i 4�21,3 211 ili ri�1 RESPECTIVE SIZE 37.000 1 1 1 1 1 ji2lj�l 2 2 1 1 2 2 1 2 2 % 1 2 ANDGLASSTYPEIS A&M B 3 4 AVAILABLE. 2 -2 3 -1i 314 4 _]'2 ltij2j�21ii 213 213 21i 1 13 3 21 1213121i ik 213 3 13113 PS F 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 %J.'-2 2 2 T 40.000 H.tJK,L 2 2112 21J21iJ212 i �,4 11 2 14 31q 11 ii 13131414 1 i 21'�ij*2 21�1213 21i 213 � ai 3 1213 �1� 31 ji _2 2 2 2 2 2 2 2 2 2 212 212 2 2 2 2 2 2 _F _ij 2 1 2 _i 61 2 �)' �13 !3 3-1-4 41 i ABN 2 2 1 J.i 211'ii[i i 1�i1i-il'2 2131 1 1i i J'i �1'41'ifi 141 i 41 PS F 79 1 1 1 TABLE KEY: C,D,E- 22 F,G,-2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- MAXX FISF 44.000 HLJKL 2Ti il i 21i 2 3 _1 ii 213 212.313-iji 21i ii-i-314 i13 313 314 213 3 14 3 3-13 ijAl'ifi 314 41i As,m 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 K2 21i 212 21ij2j21�13 2j3 212 313 214.213313 314.2j3 i13 314 213 314 315 3131314 41E 314 416 PSF 79 79 JAMB ABOVE 2 3 L MTG.RAS 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 i�2 3 2 .2 CD E,F.G JANg BELOW 48,000 HI:J,KL'-22222,2232;2233423333423_l- 11 -1111i 4 31-i�ji ...... *4 31iiI313 ij� 3�1(5 A3 416 314 MTG.RAIL I�-L5 ABX 2 2 2i 2 2 2 2 2 2 2 1 2 1 2 2 2 1 2 1 2 3 2 2 3 2 2 - 12[2f 213 2 112 i13 3[4 213 3(i il IiI31314 314 ij&13131�14 i i5 313 415 416 314 jil 2H2 2 {FULL CP' ............ S 72 79 79 HEAD 2 2 2 2 3 2 1 i 4 6 3 jil� 3 131 M4 2 33 P' VE Jwa ABOVE 2 3 .D.E.F.G. 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 I i, . -�4 I. 31-4 616 MrG 53.125 H,IJ,KL -i 2��3 i14 314 2�3 ij�'ij�i1i if�'3 1 i1i il 4 416 i 14* '41 R 4� 12i:J2 W3 21�213 il t f I I" I"..58785 IAIII BELOW i 2 2 2 2 3 1 2 1 3 3 AB.M 2 2 UrG.RAIL m- r��J-a I �] -s '�,7-7, 2F2 ii i-2Th2'-.,2 3214.213132141-ij,11221 11413",iiji'131 f 13�5 A RAGE SPAM 1/1 WINDOWS F . , 0 .......... ANCHO !UM.SINGLE HONG WINDOW,IMPACT Noclm=Tu$SHZET A.LY'&W[LW P E. 2=7 —JINTI 8 sit 404029 F FL P.E.#5870.5 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1 1.ANCHOR TYPES:I-IM ELCO TAPCONS WINDOW HEIGHT 2-114"ELCO SS4 CRETE-FLEX SUB"TE' 29.655 37,155 44.655 52.155 1 59.65567.155 7A.655 76.000 3412SCREWS ANCHOR TYPE. a L)' - - &0I -J�-_ -1.0 IONS ARE BASED ON THE GLASS 0 z z 0 Z_Z,O z Z&O ,"IJI - Z C.OR IOCXT Z_00 Z_Z 0 0 0 0 0 O. 0 0 � 0 0 FOLLOWING DIMENSIONS; 8 01 0 0 L) V 0 HEAD-18 tr MAX FROM TOP CORNERS ml 01-, I 0 I - JAMBS-17 lir MAX.FROM TOP CORNERS ,:KFG*" I . 1 1 IF MAX.FROM BOTTOM CORNERS L 19.125 1 1 1 111 212 ii-i ilij2'ji 2'1112'ji 21i 21�-ii� i 2 i1i i'li 212 21��L2 31�-2'ji i]-�-3�J2 i12 SM 6*MAX BELOW MTG.RAIL SILL-ANCHORS NOT REQUIRED I R-ill i I i f'i fi i I'i li-2 f 2 12222222222-1- * -212 21i.�12 2-2'1 i i'fi'i' i, 1 ri l'i-jld 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 24.000 C.D.E.F.G, I I I I- I I 1 1 NOTE 2. 212 Ili ili 21'i-ili 21i if-i iF2 21i 212 2j-2 31-i 3jj il-i 3[i -li 21-2'ili il 2 2 1*2 32 4.TABLE DTH AND HEIGHT DIMENSION ARE FOR A,S 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE 1,LESS, 2.2 2 2 3 2 2% 312 -11-1 I'll.Ill 211-21f[i ili 21i jj�2212 2112.�ljij�12 Sj'��2 PS 68 77 1 S.DESIGN PRESSURE LIMITATIONS: C.D.E.F.G, I I I I I SIZE BLOCKS OF THE ADJACENT TABLE WTHA 1.1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A K-1 �L,1E, il ji'f�12'JiJ2111121'212'ji 31 i111313 21'1312'111�113 1'131i'12 4'13 'ji i 12 i 1.31 MAXIMUM DESIGN 32.00i ".11j, ii PRESSURE WITH THE QUANTITY A.S.M il 2 1 1 2 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE jij�l lijil it 1-3 'il 41-i-41d PRESSURE FOR THE -1 F1-1 1 M-1 il i 11-i I i 112 1 jfj i1fili'lj il-ij '-jj-3' J1 i I 'i-4'ji J1 31 MAXIMUM DESIGN 1 SF 59 67 79 RESPECTIVE SIZE C.D,F-F 0, 1 1 1 2 1 2 GLASS TYPE IS L -7 _i2 I i.. 1� 1� �Ji2 2 liji2 2 1 1 1 2 AND ijil 37.000 ,I,JK: 11i TlFi-2 F2'i'i j il 12 J3 31jl 13 414 31 il 4l'3 AVAILABLE. A.B.M 1 1 1 2 1 2 1 T -2T-1 2 2 1 1 1 2 2 1 1 1 2 11 111 1 1-1 F1'2T2 21,21 i 1 41'3 3fi 41-3131 i 1 4 f i 41411ilij413 PSF 54 1 79 62 79 CD.E.F,G, 2 2 2 _2 1 2 2 ii2 3 3 43 43 j ij 1�2 2 2 1 1 1111222'22223223333223343334333334344334{3443353 1"11 2Fi i I 1 1 2 2 2 2 2 2 2 2 2 i 40.000T L2 fli 13 2)i 31*S I [ 1' 1 'J.ii 4 21 F �Iji 14'il 3 613 -� ' 1 ' A,%M 2 2 2 2 2 1 -2 2 ji2 2 2 2 2 1 2 1 2 2 -171 IT111TII.T2 ifi'iji �2 2 2 2 2 213 2121313 il-i )2 313j-41-3 [j 41 j 3T3 3l3j'413 4a 3 Qy3 4 4 3 3 6 l TABLE KEY: SF 49 79 66 79 70 1 1 MAX.PSF OD.E.FA 2 2 2 2 2 2 2 2 1 2 2 1�2 142 2 2 2 2 2 14, P - I I I I 44.000 J-KX I F1-1 T1�El-2 F2'i I i-2 F2 31i 211 1-:1'13 J,1 �3%414-*3"'1'3 4 i 41-i 13 3 4 413 314123'4f4 fli 1514 mrAyipitt Ftwida 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 132ii 2 2 2 1 2 2 1 2 2 1 Z-,'"$" A,B.M '.16-osm-ps 1 -2T21313 2121 1 3 3 14 213 313 414 313 4 1'3 414 1 41 i 414 313kli 414131 i 5141 DlLi T11�1 El:2 SF 45 E2.2;2 -- y _L4 51 74 79 79 1 m c.ox,F.G, 2 2 —2 2 2 _2 2 2 2 2 2 2 3 2 1 2 1 2 3 4�.421 F I T_T i I i _i 4 NITG.RAIL 48.000 H,I.J-K,L -1T1-if-,T, 2E 212 2 2 3 3 2 2k 1114 313 13 4,4 4.4 4141 ij d 1414 41 j-1 J4 j! A,B.M 2 2 1_2, 2 "i% 2 2 2 2 2 3 2 % 42 2 2 3 2 2 2 2 J�jt�DP 3 T "_2 liji2 14 i 2 -11-11-1 F1 -2 F2 1 -21-2 b i k 31i 414li P$ 67 46 67 76 19 JAW ABOVE 2 2 41 1671461671 C.b.E.F.G.$22 2 2 2 2 3 2 3 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL 51125 3i 4,4 4 13 1 14%13%1�3 N�56705 I I I I 1 2 2 2 iF2 3T3 414 313 14 14 12'$k 1 1 14 5i5 413 514 515�13kl,l JAIM BELOW 2 N2 2 2 J4 • . . I . . I _T2 2 2+212 Z 157 A.B.M 2 2 2 2 2 2 3 1 2 1 2 3 2 3 3 1 2 3 MTG.RAIL 4143 2 1,2 3 2 �3 I I I I'2T2 212-2E2-3-3J3 ij 313 14 3 131414141413 1111 1 141313 4 531�14?111514 5' 1413 141 --z E J_ 14 ANCHORAGE SPACING,STANDARD VIEW iamreawoeocynarvr_NO CH4NOES THIS SHEETONnL ALUM.SINGLE HUNG WINDOW,IMPACT tIS AODDPMAXMMREANOMONISRESTPM7WHY&M, M.0 1= V!,Ibh, NS 1—%, 1607 1 FL REA 68705 J ii ANCHORIQUANTITIES ABOVE MEETING RAIL(HEAD&JAMRSI,CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TAsLE7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE S. 1.ANCHOR TYPES'I-iW ELCOTAPCONS SUBSTRATE: 17AN26 228&6 2&211 33.754 1 39.286 44.839 1 50.382 55.926 2-114'ELCO SS4 CRETE-FLEX ANCHORTYPE:-� 3-412SCREWS 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING z z q a 0 ol 0 a 0 a 0 0 z 0 z C, z z 0 -2 0 0 DIMENSIONS; 0 N" HEAD-18 112'MAX.FROM CO GLASS'aoj-'I-'I'a 0- RNERS TYPE WIDTH 19,125 D.U.I.J.-1 1 .1 1 1 1 1 1 1 1 ri I 1� 1 1 1 IAMBS-1712`MAK FROM TOP CORNERS -- - -.3 3' 3 11 V2'MAX.ABOVE THE MEETING RAIL K-L 1 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 -- 6•MAX BELOW MTG,RAIL 21tow EYA A i I 1 1 1 .1 1- _..3...11, 15'MAX FROM BOTTOM CORNERS X.L i *6 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED 110. 2 -2 2 2 2 2 3 3 2 3 'il'*il" I 32MD D.E.F.J. I I 1 .1 1 2 1.. 1 1 1 1 1. 1 1. ! I 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ILL 1 2 2 2 3 2 3 3 3 3 3 4 3 4 4 4 5 3 6 VIEW WINDOWS FROM TABLES?.AND S.USING THE DIMENSIONAL CRITERIA OF NOTE 2.LISS TABLE 7.FOR 37.0LO PSF 79 ABOVE THE MEETING RAIL AND TABLE OL FOR BELOW, E).E,F.J, I 1 2 2 1 1 -2 1 IT 2-j"I 4.AVAILABLE SASH HEIGHTS FOR CUSTOM MEW K.L 1 2 2 2 3 2 3 3 3 4 �3 3 1 3� 4 1 3 1 4 4 4 5 5 1 4 WINDOWS ARE 12518'MIN.TO 38"MAX. TABLE MOTH AND HEIGHT DIMENSION ARE FOR PSF 1 791 79 79 79 FLANGED WINDOWS,INTEGRAL FIN DIMENSIONS ARE 40.000 TE_.FA.2 1 2.1.--2 1-:22 —2 2 2 2 2 i2 2 _2 F-2 2 LESS. 3 4 t22 3 4 2 — 2 .42 2 1,12. ILL 2 iI 3 3 4 3 1 4 3 4 4 5 6.OiSSIGN PRESSURE LIMITATIONS. PSF TMT SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD D.PSF 7a 1 76 1 79 77 79 1 79 79 ITALICIZED VALUE ABOVE THEM.INDICATE A MAXIMUM 44.000 SFA 2 2 2 2 2 2 2 2 2_ i2� �2 DESIGN PRESSURE WITH THE QUANTITYOF ANCHORS K. 2 1 2 2 L 1 1 2 2 3 3 3 4 4 4 4 3 1 6 4 3 5 6 1 4 6 SHOWN IN BOLD.OTHERWISE.THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 74 PRESSURE FOR THE RESPECTIVE SIZE AND 4aDO01 DJLF.J 3 3 if 2 2 GLASS TypE IS 2 2 2 2 3 2 W2 1 1 2 2 4 4 4 5 4 6 44 6 5 6 AVAILABLE. PSF 71 79 03 71 79 64 74 66 77 69 TABLE 7.KEY: 2 2 2 2 2 2 3 2 2 $ 2 3 3 53.125 f),E,F,J, 3 .3 2 3 3 2 3 2 3 KJ. 1 -1 1 =2 —2 —3 3 3 4 4 S S 0 1 5 1 7 MAX.PSF (DP LI 12 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLES. JAMBABOW _j SASH HEIGHT MrG,RAIL SUBSTRATE. 12.775 15.776 16.778 21'776 24.776 27.776 1 30,776 31.506 ANCHOR TYPE. 0 R a (FULL Dmr;� 0 91-2 2 HEADI I PItODUCtREMSED ABOVE WINDOW - -Il- WIDTH ia ' 0 JAM 19.125 1 1 2 1 1 2 2 1 2 1 2 2 2 2 2 2 2 2 vrG.RAIL =10:&Wth am Fwdda c'. 24,000 1 2-1 2-1-2-2-T-2-1-2 212 2 2 2 3 2 2 Ap=�N.1%:Rl 2 2 2 3 3;LOOO 1+2 2 i� 3 1 2 2 2 3 2 3 4 2 3- 4 2 3 37. 79 TABLE 8.KEY; 1Do 2--f-I T —2 2 1 2 3 3 1 2 1 3 3 1 3 1 3 -3-1-3 4 3 4 40.60 74 MAX.PSF 1 2 1 2 1 2 212 3 1 2 3 3 2 3 3J-3 4 1 3 1 4 4 3 (OP LimrrEDF17n 1 00 es 78 JANE BELOW 2 1 2 1 2 2 2 2 3 1 2 3 3 1 4 1 3 1 4 5 3 4 5 3 4 MTG.RAIL 72 ig 48,00 2 1 2 1',2 2 2_2 3 2:=3 -4=3 5 3 4 5 3 4 (FULL DIP) .-CA'5 s 53�2S 68 M JAMB BELOW 19 2T2 2 2 F37_� T4 5 3 4 5 T 6 5 3 5 MIG.RAIL MATF OF 1 LD LM &f2xs E Iwo cxum Tm smSer SPACING,CUSTOM VIEW— m ANCHORA40E 1IM7111 D 1NO0HWGESTHfSSt1EffT_ f.VENCE.ftaas ja 161/11 _C INO CFI�7WIS WIEET p..ECX'_ _Ac;_r ZLUM.SINGLE HUNG WINDOW,IMPACT er Mr Mae 1 OxO.S,FL 3Q. A�Nmmag,p'R. F.K. WSW NTS 10 -11 4040-20 E FLP.EJ75870S i EXTERIOR INTER OR NOTES: ALL HEAL?AND SILL D£TAI W000 ANCHOR B 1.FOR CONCRETE APPLICATIONS IN MMI-DADE COUNTY,USE ONLY MIAMIOADE COUNTY L3/4'MIN.I DG'_ � WOOD NCHORTE 2 APPROVED IT4'ELCO TAPCONS OR 114'SS4 CRETE-FLEX.MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314'. (SEE NOTE!&3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MWMJ4)ADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) �1'MIN.EDGE FLAT 3.35 KSt MIN. 3.FLAT HEADANCHORS,WHERE REgUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE L.:;..:•. .<1318"MIN.,114"TAPCON ,.,..,,._ TOTAL THICKNESS IS LESS THAN 11/2'.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE �.4.3,+4"MIN.,im CRETE-FLEX _ _ INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTION tx G /c 1318" 11W THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD 1< �,�LV;,. C_�! --�- -l�- MIN. ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. (SEE NOTE 4) _.-L '- - —L 5,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF I 1/4' 606"S AND A MINIMUM OF 118'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE 114- IIII MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM HIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL S METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN 1 1/4' 1318" MULLED APPLICA71ONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT, V4'MAX,SHIM-+I 4.- �'��N:: 114"MNf.SHIM MIN, g.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1 -'-� T.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT F--T 4'MIN EDGE 1•b11Aj£DGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. %NjIWF CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING PH BELOW MEETING I < RAIL(SEE NOTE 18 3) ;71RAJL.(SEE NOTE 2&3) I 3.35 KSI MIN.CONCRETE INTERIOR ..S"}. OR 1.5 KSI MIN,CMU P (ALL JAMB DETAILS) IX BUCK DFTIONAL WITH SOL®CONCRETE 2x WOOD BUCK EXTERIOR OR CMU SUBSTRATE(SEE NOTE 4)® (SEE NOTE 4) DETAIt_G DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' Sir MIN.EDGE 2.1/2"EMBEDMENT MAX, SHIM tt4" —WOOD FRAME MAX. y1l0004T RGY15Gu --W000 FRAME SHIM as mn+plyhB wlih me tbrids -»- S/e'MIN.EDGE nncr�na No_i � 9.4$ .131" .1 -12" DIA.MIN. E<pi,.+�iw�Daxy3gtraa,jldotp21 _ _ X2 NAIL, 2EM EDMENT �Y (" AT CORNERS 0y x2>Ir NAIC, { + AND S'O.C. I Mi Da4c lta L+cl Coaaol ATCORNERS .:.. _. '_..... WOOD FRAME AND O.C. am MlMIN•.EDGE 114" x212'NAIL. SHIM AT CORNERS AND 5"O.C. 2./2'EMBEDMENT ,;��4�. 'StCENsF'•.�P,Pf'� DETAIL F,(HEAD) DETAIL_E,.(JAMS) DETAR_G (SILL) A;' NO.T�fos 7r �___. a TYPICAL INTEGRAL FIN ANCHORAGE LM1L� '&+12/15 E Dd/tAEdTHUGCNd7E,flEMOVH9ECDdNXQ7.8A REF. °a°"`' %'})'. �t2-I� :��` Tara lBCNrmLocroRFh ANCHORAGE DETAILS J.L 114NT1f1 NdC1bWQES THIS SFffFT N.vEN�,FC N]T5 P I*'� ''•,�u(�, JJi' rn1 d RDCFW{QE9TNR4SHEET P.o.anxv2e =� ALUM.SINGLEHUNGWINDOW,IMPACT F-wl- ' NOXp7AI$,FL 3876 7/TrIbTy BettF 4aYfI ane A,.,ar A.•l T�601D5.E. FJG 19/1.95 J.J. ?2W7 eHToo NTS Y1 ^'Jt 464D•20 E FL 601D5 1 'i 0.718" 0.83" �26i I-�1 2.304" 3.802" 1 3.802" 0.752"--f°-; _( 0.752" Li 1 ) 0.674' 1.163"f 0.085' 0.062 0.796" 1 0.080" 0.062" II FRAME SILL 0.075' p_HOOK MOUNTING 0 P-HOOK SCREW 5 SCREW COVER 1, TRACK P"HOOK 28 ADAPTOR COVER 0.080" 9) P-HOOK FOR BOX RISER O O �.-- O (6083 T6 AL) (6069-TO AL) (6063-TB AL) (8063cT8 AL) (8063-TB AL) (6083.78 AL) 4" I .155` 2.30" 1.488' 4' 0450" ---� 1,739' � 0.830' 0.06Y 1.800 0.133" 1.600 D•�2' 1.303" 080" 1.070' I 1,880" 016' - {..�. 3.126' 0.002" 0.325" 1.974" 2.44" 3.125' VTJ i INTERLOCK INTERLOCK 01 135°CORNER @ 13V FIXED MOUNT 00 STANDARD STILE O, HEAVY DUTY STILE @ADAPTER 05 SCREW COVER (6063.76 AL) (6063"T6 AL) (8083 T6 AL) (6003 T8 AL) ((3063-T6 AL) (8063-TG AL) 3.979" �3.970° 0 84 F+-4.125'- J.1....0.'...,_0 ." 1.00" 11 0_-5_0.r-" 075" 5" 0.075" 1.645" 0.002' 1.304° 289" .485" � 45 .. ..j.045- 0'125- 0.281" 525 . l�l( +-- 6 STANDARD.ASTRAGAL O HEAVY DUTY ASTRAGALOa TOP/BOTTOM RAIL @ E DGLAZING p GJ @B 1EAD,LAZIIOG Ot BEAD LAZING (6063-T6 AL (6063-T6 AL) (6063-TG AL) (8063-TB AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" -� 1.03'F"- i 4° 5.621" 0.75 r 0.080 IT- � _ M 0.050" @FIXE105 PANEL CLODULT REN6NI+.D D �1. 9" 2.893" 0.133" +ii +Plq 4c+hrfto:i4u 1 (rA-NEL 8 AL) I 1.498" 0.133" 1.498" aefvnce No --�7 0.0 ice-- 0.080" ,, ''•°1rm�0�7 560" 63 FUD=71' D PANFI 4- OX " --� Uami D:.Aefroduc+Ccehnf 0.709" 1Zi RETAINER.718" 5621, 120 90'INSIDE CORNER ASTRAGAL ��q" LYNN rah 0.080"-�Ilt (6063.76 AL 2.826 O is 90"OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FDOED PANEL 110 90'CORNER RECEIVER (6063 T6 AL) .: 106 RETAINER,911E (6063.76 AL) =-!t; No.507C5 (6063•TBAL) Utz mrorccexvwoorcwve EXTRUSIOlYS ;Ua Ston+0!•'C�� risaxrs SERIES 770ALUM.SGD-LM IMPACT 0.L`�t16iHELLEK,b+E, R JR.,o,0/fa cEnr.oraurn.orszas c' sao-Tm NTS 22 >22 PGTO130 P.e.peB7� I I i' MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY ANA ECONOMIC RF.SOORCES(RER) 11805 SW 26 Street,Room 208 I BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidagt.gov/econout PGT Industries 1070 Technology Drive North Venice,FL 34275 se OPE: 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(hi 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.tbis product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the high Velocity Hurricane Zone.- DESCRIPTION:Series"S111--700"Aluminum Single!lung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through i l of 11, dated 09101/05, with revision E dated 05/.12115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Comity Product Control 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, mode/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RE of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement o�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. "VERTISEMENT; The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date inay be displayed in advertising literature. If any portion of the NOA is displayed,then it shall he done.in its entirety. lNSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its istributors and shall be available for inspection at the job site at the request of the Building Official. T�his NOA.revises and renews NOAH 11-1013.14 and consists of this page I and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.08 C •DADE COUNTY !� Expiration Date: March 26,2021 '14,1Approval Date: July 092015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 054018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact', sheets 1 through 11 of 11,dated 09101/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance`fest,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.,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957,dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 _2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin fi-ame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 . 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.0.1) r Manuel PdreT P.E. Product Contr Ex iner NOA No. -0519.08 Expiration Date: March 26,2021 I Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure'fest,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Small 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,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FT1,4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-1015.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'b Edition(2014),dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company (i. A) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/1.1/16. , _D Man" ere P.E. Product Conn of Exa iioer NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-2 i PGT Industries NOTICE.OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FSC-511 Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for"fest Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Subinitted cinder NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc., dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted carder NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03/11 and expiring on 03/26/16. "-WawzAA ManuelPinz P.E. Product Conti l Exa liner NOA No. 19.09 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS t.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A LIS"LAMI CONSISTING OF(2)UTE$OF 1/6'ANNEALED GLASS WITH A.O90'KURARAY SUTACITE I+VB(BY KURARAY AMERICA,INC.) IOR.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) S.�16'LAMI CONSISTING OF(1)LLT£OF 118'ANNEALED GLASS AND(1)LITE OF 1t8'HEAT STRENGTHENED GLASS WITH A IOBp"KURARAY BUTACITE-PVS(BY KURARAY AMERICA,INC.)OR.090'SAFLEX SNB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5116.LAMI CONSISTING C;(%2)UTES OF 1B'HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE (BY KURARAY AMERICA,INC.)OR.O90'SAFLEX YVB INTERLAY ER(BY EASTMAN CHEMICAL COMPANY) D.I7/10"LAMI CONSISTING OF(2)UTE$OF 3116"ANNEALED GLASS WITH A.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA INC.) OR 11 SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7J16'LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090'KURARAY DU7ACITE°FVB{BY KURARAY AMERICA,INC,)OR.090"SAFLEX'AVB INTERLAYER{BY EASTMAN CHEMICAL COMPANY) h F.7116•LAMI CONSIeSTINGOF(2)LITE$OF 3116'HEAT STRENOTHE14ED GLASS WRHA.OW KURARAY BUTACtTE F1V6(BY KURARAYAMERICA INC.) SHEET OR.09W SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............ry G 13116'LAMI IG:(1)LITE OF V8'TEMPERED GLASS,AN AIR SPACE AND 5110"LAMI CONSISTING OF(2)UTES OF 118'ANNEALED GLASS WITH A GLAZING NOTE S_...._....2 090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXS+VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGNPRESSURES....._3 H.13/16,LAMI IG;(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAW CONSISTING OF(1)LITE OF 1W ANNEALED GLASS AND(1)LITE DESIGN RS...__....,...,_..3 OF 118'HEAT ST!ENGTHENED GLASS WITH A.090'KURARAY BUTACITE'PVB(BY KURARAYAMERICA INC.) VERT.SECTIONS.............5 OR.090"SAFLEX PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VER.$ECTIONS........_..6 1.13116'LAMI iC-r.(1)LTTE OF 118'TEMPERED GLASS.AN AIR SPACE AND 6110'LAMI CONSISTING OF(2)LITE$OF 1/6'HEAT STRENGTHENED GLASS PARTS UST--.....--5 WITHA.O90'KURARAYBUTACITE (SY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS..._. ....._.7 J1.090. surAcrrEP 13116'LAMI IG(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A CORNER DETAIL.._..........7 UVB(BY KURARAYAMERICA,INC.)OR,090"SAFLEX PVB INTERLAYER(BY EASTA1rW CHEMICAL COMPANY) ANCHORAGE.__. .. 8.11 K 13116'LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7/10'LA6fI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A.0W KURARAY BUTAC(TE"(By KURARAY AMERICA,INC.) OR,090'SAFLEXpPVa INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7/1S'LAMI CONSISTING OF(2)UTES OF 3116'HEAT STRENGTHENED GLASS f WITHA.090'KURARAY BUTACTTE VB(BY KURARAYAMERICA INC.)OR.090'SAFLEX"INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16'LAMI IG:(1)LITE OF 1/8'ANNEALED GLASS,AN AIR SPACE AND 5/16'LAMI CONSISTING OF(2)UTES OF USANNEALED GLASS WITH A .090"KURARAY BUTACITE"(BY KURARAY AMERICA.INC.)OR.090-SAFLEX$VB INTERLAYER(BY EASTMAN CHEMICALCOMPANY) 2.C'ONFIGURATIONS:'OX"(1fl,VIEW AND RADIUS TOP,ALL Wl LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. .POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300• 4,i ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 1 t FOR ANCHORAGE DETAILS. ISR UCTIULVLSED S.SHUTTERS ARE NOT REQUIRED. yfyingwilA 9n Flo4do HufMi,µ+Coda AsttPfouet Na `Q�pI.OPJ 6.�RAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 'm6m Oela ,7yoZl 7,REFERENCES:TEST REPORTS FTL-0645,Fn-4646,FT L-4 FTL`4848,FTL-4649,FTL-4060.FTL.4651,FT1.4723,FTL-4957,FTL-4958 AND FTL•5063. 8Y © ANSI/AF&PA NDS FOR WOOD CONSTRUCTION hu. P10 ALUMINUM DESIGN MANUAL & ER)ES7MOb£L DESSGNATION SH700,ALSO REFERRED TO AS SH701. yt L f 1 e I�7Jr ®9.71115 PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY .�0\\'L V.MR 4f1/,fi�'��. URRICANE ZONE(HVHZ). ti��SZ.,i;LLN SF B t FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT.ONLY GLA73NO OPTIONS WITH TEMPERED CAPS(G4.)ARE ALLOWED. Nu 56705 .ui= lEcpp LZ sr/7/15 E 6THWW0N90MMVP0A7E GENERAL NOTES F •/ Ipra TEClWpLppYt}MIE J��tav7nl D 2n16rBcuPDAT1T R.Venrce.PLsurs P T"` JJL OM)f/11 C CHANGM CAP GLASS TWE TO TRWPEREDFROMHS P.p.ep%ISte !UM.SINGLE HUNG WINDOW,IMPACT n w,rF a: !%pKpr95.F[JC274 Ytt7blyaaAY *1Y1°" ^^"'^ A.LYN�I�W(ILLSR,P.E. AK 01105 J.J. 2l.7 SNTp6 NT$ 1 r t1 d000-20 F FL P.E.A 58705 NOTE; 1 1 LAM]Ma OUTBOARD LITE$MAY BE UPGRADED TO 3118"WITH NO CHANGE —ii _JLC IN DESIGN PRESSURE. ¢J 112'NOM. 1t2'NOM, 11 GLASS BITE ` GLASS BITS �L EXTERIOR INTERIOR y (ALL SECTIONS) 37 ® 37 ® wa.. 8 i KURARAY BUTACITE` PVBINTERLAYER $0,81 Oi 82 83,$4 Oi$5 $AFLE7('PVDLNTERLAYER BY EASTMAN CHEMICAL COMPANYI 70 70 1/B•ANNEALED OR HEAT STRENGTHENED GLASS 3/10•ANNEALED OR HEAT IS GLASS .09D PVB INTERLAYER 090 PVB INTERLAYER 118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7116'LAMINATED 5116"LAMINATED GLASS �. 7116"LAMINATED GLASS ¢6 LA NOM. it2'NOM.GLASS BRE ¢g GIASS BITE I 38 3g O � ('7104ttCt RFiNSF3) of complyU9+rth Dc F1MiCe $6,_All of 92 $9,90 of 91 n<«p Bw"caR! S I yam Dau 1 1 7 NY 16 7� (dipmf FmSttt 118"ANNEALED OR HEAT STRENGTHENED GLASS 3110"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER 1R4'ANNEALED OR HEAT STRENGTHENED GLASS3116'ANNEALED OR HEAT STRENGTHENED GLASS 5110'LAMINATED TJJV LAMINATED AIR SPACEIEE�F AIR SPACE 118"ANNEALED OR TEMPERED GLASS 8 118'TEMPERED GLASS® 4�.. �,LOGNS�'•.•p 13110'NOM. 13116'NOM. 'L No.55705 13116"LAM11G GLASS Wt 5t16'LAMI 13/16"LAMIIG GLASS Wt 7116"LAMI � D LM' Ni2fls E REVISED INTERLAYER MANUFACTURER GLAZING DETAILS 1p>atecrrt 0LOUarve _ J.t lcw7m D CHWOEDESTN1s9STIP N,P.0..oxI= ALUM,SINGLE HUNG WINDOW IMPACT JR 8a/D1Jl1 C CHANGED GAPGLA99 TYPETOTEMPEREDFROMNS P.O.eox f.79 a.f.ffy+ � A LYNN MILLER,P.E. NOKWtrs,H,Jana F.R &fR5 J.J. 2lJ3D7 S�1GFy Baur 9/tTM Frtl!1 2 •+t t 4BQ0-2tT F FL P.E.@ 68705 i I 1/1 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1. BASED IN FLANGED WINDOW TIP TOTfP`FRAME DIMENSIONS WINDOW HEIGHT WIDTHS GLASS TYPE 63" 1 88" 6S" 70" 72" 7d' 76" MEETING RAIL 48" A,B.M +80.0 -80.0 +8D.0 -80.0 +80.0 -80.0 +BD.0 -80.0 +80.D 0.0,0 +SD.O -80.0 +80.0 -80.0 HT, 60" A,B,M +80.0 -80.0 +82.0 -80.0 +80.0 -11 0 +80.0 -80.0 +80.0 -80.0 +80.6 •80.0 +790. 78,0 X. �H 52' A.GM 180.0 -KO *80.0 -82.0 *SD.O •Bd.O +80.0 -80.0 +78,8 •78.8 +77.3 -77.3 +75.9 -75.9 63 118" A,B,M +60.0 -80.0 1+80.0 -80.0 1+79.6 -79.6 +78.2 -78.2 +78,9 78.8 +76.d -76.4 +74.0 -74.D UP TO 83 IW C.D,E,F.G.Kk,J.K,L +80,0 .80.0 +80,0 500. +80.0 •80.0 +80.0 -80.0 +80.0 .80,0 +800. -60,0 +80.0 .80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS O" WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 1 SO 618" 1 63" 1 72" 1 74" 1 76" HT MEETING RAIL 48" A,S,M +80.0 .80.0 +80.0 -80.0 +80.0 •60.0 +8D.0 -80.0 +70.0 700. +70,0 -700. +70.0 -70.0 '-`--' 60" A,B,M +80.0 40,0 +00.0 -80.0 +80.0 -80.0 +79.9 -79.1 *708 .-70.0 +70,0 -70.0 +70.0 -70,0 ^,^H 62" I A,B,M +80.0 -80.0 +BO.p -80.0 *80.6 -86.0 t76.e -78.9 +70.0 -70.0 +88.8 -68.8 +07.6 -67.6 1 b3 118" A,O,M +82.0 -80.0 +80.0 -80.0 +80.0 -800. +75.0 -75.0 +68,0 -60.0 468.7 -86.7 +85.6 55.b UPTOS3118" C,D,E,F,G,H,I,J,K,L +80.0 -60.0 +80.0 -SOA +800.1-80.0 1480.0 1 430.0 +70,01-70,0 +70.0111-70.0 +70.0 70,0 1 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. _.. � BASED 4N FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS wNT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH 76"FLANGED AND 76"INTEGRAL FIN) .O. MINUS � WIDTH GLASS TYPE Wife" 2211716" 283116" 33314" 396J16" 4413126" 603!8" 6618!18" SASH 63118,` D,E,F,J,K,L +80.0 0.0,0 480.0 -80.0 +B0.0 -85 +w; -80.0 +70,0 -70.0 +76.0 •70.0 +70.0 -70.0 +70,0 -70.0 {{T. HIr' I I MEETING RAIL 1 GLASSITYPES: TEST REPORTS TABLE 4. T TT- - STH A.611E LAMt-M1IER„090,178'0.} FTL-4647,4648,4723 4987 B.6116"LFMI.1/8'A,.090,11E1-IS FTL.1647,4048 C,5116"IAMI-('I/EHS,.090,118'HS) FTL-4847,4648 0.7/16"IAM3-3l16A,.O90,3/16`0. FTL-4645,4885 E,7116"IAMI-(311EA,.D9D,3118'HS) FTL-4645_ PRODUCPREVI3ED F.711E fAMi- M !'ply,-Aw315 if.ma. FTL-4645 Rivi4inp Cock G.13116"iLAMI IG-118"T.AIRSPACE.511E LAMI-(IWA,.090,1/8"0.) FTL-4648,4723 An`p'IIO�TI°IS'- l3$ Diem ilhm r/Q� N.13+teLAMik3-118'7,AIRSPACE.SAW LAM I-1118 A..094,11ENS� FTL�846 L 13H6'iLAMI IG-it6"T,AIR SPACE,6MV LAM I-11B...B.'90,t/8'HS FTL-4646 ® Mm vkv'oGm J.1311WILAM)IG-118'T.AIRSPACE,7/16"LAM)-(3116"A„090.VIVA) FTL4649,4650 K 13116',LAM)IG-118'T.AIR SPACE.7116'LAMI-(VIVA-090,3116-HS) FTL4649,4650,4958 L'13(16-1 LAMS IG-VW T,AIR SPACE,7116`LAMI- IWHS,.090,311EHS Fn-4649,4050 "kill....... M.13116,LAMI IG-118'A,AIR SPACE,5116'LAMI-118"A490,118"A) FTL5063 NOTES:1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF 464.0 PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. '�• No.56705 •11 2.FOR INTEGRALFlN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-70-TIP FRAME DIMENSIONS. ( 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 126/8"MINIMUM TO 38'MAXIMUM. ,0.,IA 4.GLASS TYPES C,G.II,AND I MAY BE USED IN SASH MY g •�. ��15 J_ S1A1GG-0F %M !anvls a nDDsnstrmwssoPnoxsFORclsronrwEwwwddws DESIGN PRESSURES �ro.nt?• (�,' J1 1701791 D NO CHANGES THISSHEEflwww rm4T+FlrC�Eitsin4 P -r''� ''�JSIOhtAt-til: J,R. 10413197 C CW40EDCAPMAW TYPETOTEMPEREDFROMHs PA.eQJl15]9 =�� ALUM.SINGLE HUNG WINDOW,IMPACT F.1 awe ar awe .mieows.yt9a2re Vut6(y Batur ..w o.".r+ A LYNP.15.MiLL�R P,E. Fx I4"'W J.J. 2!73417 sxrm NTS 3 >!t dOd620 F FL P.E.558785 53118"MAX.FLANGED WIDTH 621!8'MAX.I.F.MOTH 4951W AX,FIXED D� O„".1 DLO(ALL) I _ 75"MAX. 75"MAX. I 75,MAX. SEE LO O I.F. '„mm A I.F. 7c I.F, 7 TABLE j p.�J HEIGHT SEE DLO r to HT SEE DLO � HEi HT I� Ci TABLE O TASLE G �� SEE Q _ ::.+. ) 78"MAX. 76'MAX. 78'MAX. �" �'''7' FLANGED FLANGED FLANGED ILO 38Y/i6' HEIGHT ..., _ - HEI _.. _.. NEI T TABLE X j SASH SEE DLO X �F 3EE DLO X (MAX") HEI NT TABLE IP 4 TAS L 48114'MAX. vENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW._(STANDARD,SASH] RADIUS TOP.(STANDARQ SASH 1t4 ^ B E„I —VERTICAL DAYUGHT I 75"MAX. I TS"MNL. OPENING LFLR FIXED LITE SEE�LOHEIG) .HT E-+� HEI LOW HIGH TABLE } SEE DLO DETAIL SILL SILL ( L7 j I I TABLE O � A 34 117' 4 314"! 78" Ax. � 76°MAX. B 415/8' 41 1/4" FLANGED FLANGED C 41114- 4D 7T8" (( HEI HT HEI HT D 52518" 5211116" E 62 V4" 525118" PROD1/Cr R➢ISM SASH d I 2p' 20' LOW HIGH uuia�tedc; fAe FkMe SEE DLO TASTE X j ' SASH SEE DCO TABLE X yJ/ SASH A«cp g Ao l -t} I HEIGHT .. HEIGHT DETAIL SILL SILL E"; fntlm pMeI A 34 1l2" 39 3116" ._,......._.._-- r, B B 27 TJ56" 27 Sl8' M,®i vrwun o-oi DETAIL D DETAIL E C 163fg*' 27 118' __...__ .... D '[8318' 153!4" VIEW(CUSTOMSASHRADIUS TOP GUSTOM.SASHZ E 16318" 15314" ninl I,gJ TABLE 5. NOTE 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS, No,66705 3.SEE OHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ' 4.SAS HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B d C)ARE BASED ON ATHREE OVER TWO FORMAT, Ki i ,c{-�` L" N1PTls I-FlNOCHM6ZS7HlSSHESr ELEVA710NS '.,C�`�i•'pj1°""`�Ca` J.L 1169TH! D NOCNAt.'GESRir38HEET 19 N.ve—..K-= P T +� %JJSTOi"fAl'�ata`: J.A UbDt/tI C NO CHANGES 77173 sHE8r P,o.wxrsv - ALUM.SINGLE HUNG W/NDOW,IMPACT LYNN OL" Ytsifity�� A.LYt.'N MILLER.P.E. n:ar NcxSas,asarn srnau NTS 4 >f14040.20 E FL PIM 58785 FJG 18/lA15 JJ. T/?3A7 i II —2.784"--�( NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERUNE OR i OPTIONAL BOTTOM LOCKS,(1)s'FROM EACH SIDE OF H. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT If WED 1710' Dr}VPTE U*HT 7,8 OR 17 25 OPENING 25 I( �--MAX.FIXED LITE DAYLIGHT OPENING NG — i � WIDTH_ SECTION A-A 6 OUTSIDE 23 INTEGRAL FIN(I.F.)FRAME SECTIONS — INSIDE 47 50 i MA>L I , HEIGHT 21 I HIGH OUTSIDE I SILL31 LOW SILL MAX VENT DAYLIGHT 49 HIGH SILL 484OW SILL HEAD JAMB OUTSIDE OPENING ggz.no"---- I.F.FRAME A FItOUttCTRPYiS£D 28 II nlyl�"ithftRmie. 53 OUTSIDE ! a<apmt -USI L ImIMn DaI< b,`L02) 53 6 n i Vk F mm 2848• wSILL) (HIGH SILL) 63 52 (Lo SEENOTEABOVE 54 64 ,I+t,ttrr Ogj LYNA:412 3 67 3o 12 ULTRALIFT �a�:'�tcee:.s�'••�Fy': ONLY 69 12 ULTRALIFT ONLY SECTION C•G SECTION B-B RADIUSTOP(LOW SILL sHowN} ALTERNATE HIGH SILL irz (HEADOETAIL-FLANGED VERSION) G" 7` IS r STAIEUP W 1712115 F lN00MGES7WSlH8ET morEa mLocrax SECTIONS FLnrm:'o Jr Iramm NOCfMNGE97fW5NEE7 x.vsxce,nxrs ALUM.SfNGLEHUNGWINDOW.IMPACT 1 .AR OGD71lY G NOCNANOE9TNAS SNEET P.aBO%fsxs — N+wx. ALSMIJ�Yv1l[L iR,P.E. eF ar mr Bolca.us.nra tZtb(r&;I- E FL P.E.#5BTSi5 FJL NfNS J.J. 27.L07 sMPP Hsil 5 s!t d64020 i C ITF]N OVJG.O DESCRIPTION PGF# ITEM OWG#I DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 16M SCREEN SPLINE-.135 DIA HARD 610SK 2 1155 96 X 1.000 QUAD PN.SNS 781 POA 61 SCREEN CLOTH 61816 34003C FLANGE FRAME SILL(LOW 812226 63 505 GLAZING CHANNEL(.68B X.600) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 708X1 6 4004 IFLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16X12-7AG LMA 62BVI610 74025 SASH STOP 812244 68 4051A SASH BOTTOMRAIL(HIGH SILL).. 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,318',SW,OR 11116` 70 SILICONE,DOW S99,905 OR EQUIV. 10 1080 BALANCE CODER,316'OR SW OBALCVR910 80 JAGLASS,5116'LAM,(113W090 PVB,1/8'A) 1/ I 98 X.750 PH.PH.SMS 7834M 81 B.GLASS,6116"LAM,(118'AA90 PVB,1tS-HS) 12 1 BALANCE BOTTOM BRACKET 7BALTBKT 62 C.GLASS,511 D"LAMA,(1/B'HS,.D90 PVB,1/6'115) 13 i7ossmoso SASH TOP GUIDE 42504 53 0.GLASS,7116'LMA,0^090 PWAWA) ' 16 1 #8 XI PHILLIPS FLATHEAD S.STL 78X1FPAX 84 E.GLASS,7/16-LAM,118"A.090 I'Mi/8"HS) 16 1080-1 BALANCECOVER,11116" 6BALCVR670 86 F.GLASS.7116"LAM7,(WIM090 PVS.118MS) /7 4053 SASH STOP COVER 64053 88 G.GLASS,13116"LAMA IG 116'T,AIR SPACE,5/16"LAM,(118'A,.090 PVB,1M" t8 4029-i SASH BRACKET 7ULBRKT 87 H.GLASS,13116"LAWG;116-T.AIR SPACE.5116"LAM.(lXWC90 PV8.118"HS) 19 08.32 X 112'I.G.PH.FH.TYPE F S.STL 7832X12FPFX 68 1.GLASS.13116'LAM9IG.184.NR SPACE.5116"LAN%,1/8-HS,.090 PVB,//8'HS) 21 1 4054C FMA)MEETING RAIL 84054C 89 J.GLASS.13116"LAM 1G;1/84.A)R SPACE.7116"LAM,flAWAA90 PY8,3116" 23 4008C SASH TOp RAIL 84006 90 IK GLASS,13/16"LAO IG;1/84,AIR SPACE.7116"LAMI,(3/18"0..090 PVB,3116"HS) 2b 1236 VVSSP-170X.270 BACKFIN SEAL 67816G 91 L.GLASS,13116"1.AMIG;VVT.AIR SPACE,7H6"LAMh(3116-HS.09D PV8.3116"HS 28 1096 SWEEP LATCH 71098 92 M,GLASS 13H8'LAM K5;118 A MR SPACE,5116"tAMi,(118"&.090 PVB,1/8 27 1016 #8 X.826 PH.FL.SMS 7858 2.878` 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 784 30 1226 WSTP.,BULB I4NYL 6TP249 3 4008 SASH SIDE 812231 062 344 GUI 1260 SASH FACE GUIDE 42501 3b 1622 LAW SETTING BLOCK 3732'X25/64'X i" 71622K 3 38 1052 LMA IG SETING BLOCK VX 3/4'X7118' 71052K 37 ,1224 'A GLA7 BEAD BULB(THICK) 6TP247W,K •062 38 7225 VINYLGLAZ BEAD BULB(THIN) 6TP248K ' 41 40398 GLAZINGSEA0.5116LAILGLAS& 640398 FRAME,I.F.WEAD 42 0448 GLAZINGBEAD,5/16LAMVMGRiLLKIT 644703 47 #40710.,6083-T8 44 42220. GtAZiNO8F�1D.7116'LAM1 64222 48 ,I.F.46 985G GLAZING SEAR 7116'LAM1 W/GRILL KIT 6986ILL FRAME, I .LOW LOW 46 }4067 GLAZING BEAD,13/16-LAN LG' 64067 2,90 P1200a('Fi2LVL5fn 2A.6063-TO 47 40710. FRAME.I.F.HEAD 64071 eumvlxir�unh WeE'bth15 48 4072A FRAME,IF.LOWSILL 64072 •--•-2.374 1""—ma�nmt g•O�' 49 4073A FRAME.I.F.HIGH SILL 64073 virmlw Ove /$0.2) 60 40748 FRAME,I.F.JAMS 64074 62 14009 SILL LATCH(EGRES LOW SILL) 704009 .082 ROM MI„ny yyy�y 63 1088 SPRING,SILL LATCH(EGRESS 7SPRNG THICKNESS 4.71 04 12740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2.1 55 11014 SCREEN FRAME OR,BVER. 61014 0.62 NOM 1yµluuttt 56 1630 SCREEN CORNER KEYWIRINGS 71630 i.062NOtCKNESS 67 11631 SCREEN CORNER KEYW40U7RINGS 71631 `\J .2,O........,4L 70. 7CASP S�: �iCEtlgk'•..F,P 58 11073 SCREEN SPRING t 59 11624SCREEN SPLINE-135 DW FOAM 81624K 50 FRAME.I.F.JAMB 1411.557u ':' 49 FRAME,I.F.WiGW SiLL #40748,606376 94073A,W63-T6 (USED AS RADIUS TOP HEAD) ='•-17: (�,{ •.' LM 0(12,15 E NO CMANOES WS SHEET �+°'" :?(�;•.• SATE OF t(/, J.L 141771f1 0 NO CHANGES7H75sHEE7 ,wHV xv:EaR 236 P T rPARTSLIST ;�F,SfcaRlol;.•S�j`�:' 1DNAL JJL oMMtnT C CHANGED CAP MASSTYPETOTEMPEREDFROMNS r.o.egzuze ALUM.SINGLE HUNG IMPACT ALYNN,IU11`,y�`' 01Y HDKOLit5,F1}f211 Y&15b>3eti1'f I.Lf:R,P.E. FJ[ 81IM5 J.J. 3m SN7ai NTS S -11 dp40-ZO E FL REV 58705 i I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 OY 47 t( I.F.FRAME LD 1-�---2.764 I 0 2 1� 1 .062- 2.830 asz ( 1! It .... 1.363 z.s3a z.a3a II oaz I I 6 or 50 tIF GE FRAME HEAD L I—L 1 l l 84002A,6063-78 1�—2,784—+I 1.749-- � FLANGE FRAME SILL(LOW) rLONG N40E C.F SAME 6 Of 50CREW SEALANT OR GASKET OSS(2) 271D 1.513—{ ,738 ( AT HEAD AND SILL . .082 .490 .040 1 . VIEW Q,Q VIEW E-E (1N 8 VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION 6 FLANGE FRAME JAMB #4025,6063-T5 #4053,6063.75 — 050 #4004,fioa3-T5 •_� (USED AS RADIUS TOP HEAD) tics .678 2.328 1.098—{�—..{� --{ L342 � ��-( .062----t•349 41 GLAZING BEAD.5116" 1 7740398.6063.75 155 19'S .�sz � 1'7(07 oe2 �SASH SIDE RAIL .002 i 31 #4008,6063-TS 21 FIXED MEETING RAIL 2g SASH TOP RAIL L 26 SASH BOTTOM RAIL(LOW) 6t78 #4054A,6063HD•T6® #4006C,6063HS-TB #4007,606375 E .050-41;� 1.096 i !'R[AXiCTRflViSEO V8'Ua allh the FbrWa 670 42 GLAZING BEAD,5/18' Avl O r #40448,600-15 AcccpmmM/5' CEJ 2,326..---.I r!.t Dam ?021 T (USED WI GRILL KR) 7 oat 2.946 44 GLAZING BEAD 7116" I M!H ade" 'Goa o 1446 94222,6063•T6 2.638 .883 .050 .062 Ii � ' tllillll --+1-1.097 LYNN .0So—�'67a 46 GLAZING BEAD 13!16"IG I�-2.784 1.115 I-T 44067,6063-TS 69 FLANGE FRAME SILL(HIGH) BS SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD,7/16° `~y`? No.50705 ' #4050A,6063-TO 04051A,6063.75 0985C,606345 (USED W/GRILL KIT) ; 7-115 Y L!A 15'12/15 q E NO CNANQ£STHI85NE8T 'JO,4�•.. ..T t[0.= ,more«Har0cr o6NE EXTRUSIONS FRAME CORNER DETAIL ';�Cr•:F J.J. ffdD7/fi O NOCKWOESWISSHEE7 N.VEHICe,R3tn4 P T't '`r/��Yj(7NAi.ErSG'~ JJz loa4r1711 D NOCHWOESTHIS SHEET P.aeox+sx == UM.SINGLE HUNG WINDOW ,fMPAGT aK art or HOxO'&9.R3i1t! vm'6b R ner ^�+'* A.LVt1PXX 5 R P.E. FK 18�1N5 J.J. 212187 sww Neff 7 >11 404II-20 E FL P.E.#69765 i | ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1.ANCHORTYPES:I-,V4*ELCOTAPCONS WINDOWHEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBS 29.655 37,155 44.655 52.156 1 59.655 07,155 74,655 76.000 3-9125CREWS ANGH(0R11TYPE.--_0 0 0 ol 0 DIJ C) 0 0 0 2,ANCHOR LOCATIONS ARE BASED ON THE .0 z z z z 0 z Mo zo UZ1.004-zon.LZA.0 z zqo�z z 'i 0 0 0 0� 0 0 1��0 ❑-0 11 0 0 � 0 Ocl 0 O�p0_0 FOLLOWING DIMENSIONS: S L) 0 qo�0 0 4-al-0 0 0 � 0 0 01 HEAD-18 Vr MAX.FROM TOP CORNERS 131= l 1 � 0 0 L) 0 0 CXXJF,G� I 1 1 JAMB$-117 it2'MAX FROM TOP CORNERS H,I,J,K,L -i I I , '. I I ' &MAX FROM BOTTOM CORNERS *1 i iVi 11-1*i 12 ill'iii 21ikl, 211i 2,1 i 2 i ilidi'lik,I 1i �11 2�12 ijiij�j 6MAX BELOW MTG.RAIL 19.125 A,B,M I I I 1 1 LL.ANCHORS NOT REQUIRED - -i ij*i 5-i' i, i 1"i 3 Fi'i" .INSITALL PER THE ADJACENT TABLE ANCHOR Ill 1 1 2,12 jjji' I 2222 222222322232322232 i'l 2 2'1 i 21'2 ilid 1i 1 1 12'jl �Ji2112 il r,-�,Li jh*—20 iii-2 PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C.D.E,F,G, I I I 1 17 1 F-I 1 1 1 1 1 1 1 1 1 NOTE2. '1 31 i i 3.ji ili i1i fli 2j*2'1' t TABLEWIDTH t i 212 2 2 i1i it r 24.000 -nJ�L 711 1 21211�ji I'l i 2'1-i 2'ji 2Ijj jf2DTH AND HEIGHT DIMENSION ARE FOR A,S,M I RANGED WINDOWS.INTEGRAL FIN DIMENSIONS I I I 111111 1h 121121 i..11 il 2 2112 i'fifi'j2 ill 2'121 i121212jiJ2 31212jibf2 31212121312 ARE 1,LESS. 32,D001 PS 68 711 AM SIZE qLN PRESSURE LIMITATIONS: BLOCKS Or C,D.E,F,G, I I 1 1 1 1 1 2 ' 1 f TKEADJACENT TABLE WITH A K.L 1:1El L2 2 r2 2 1 12121 3 z MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 3 1� 212 3:1 3 ijij2'111�13 4'13 6'1�4'121 i'll�1-211 ..U. VALUE ABOVE THEM.INDICATE A A,5,M 1 Ii 2 1 1 2 1 f I I I I I .1.1-11-1. 1 1 1 OF ANCHORS SHOWN IN SOLD.OTHERWISE,THE --Ti MD ki PRESSURE FORTH 21i 2 2 2 i 3 i i i ij�-i i ii 41 ii 3;214121 413 jj��h MAXIMUMDES N E RTH SF t59 67 79 RESPECTIVE SIZE C,D,F,F.0, I 1 1 1 2 1 1 1 2 1 2 2 1 2 2 2 AND GLASS TYPE IS 5 1 2 2 lijil 2, 1 2 1 1 37.000 KLJK.L JTj 111-j-1 Fl-2 F2'jj-2 I jj'2-if-3 -j 3 ri 121 2 - -_ijijiji -212 ! -ij il i l'i il 3T3 I *iji-413�14 AVAILABLE. A,B,M 2ijil 2 1 2 jil 2 2 1 1 1 1�1 ['2 ji ijil .11 ji filil 2- jil 2 jjj31413 3 4 41,4 ji 1�j I Fl -i F1 2-F2 1. �'l 2 2 'i i13 i 3131313 13 3'1 PST 64 79 62 79 1 C.D.E.F.G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40-000 HJ1JVL Tj ITI j 2 2 2[i i1i i13 i1i 311 61 3 if 2 313 41i ij*3 A133333413443343443353 jjT ABM 2 2 _2_[22 2i 2 2 2 2 1 2 1�2 jil 2 2 1 2 1 2 2 2 1 2 1 2 _f _i ijj jj�� IF1 F -it i 12 1i Ti N 4i�]i il�41'i I I 2 ijiji2 11 IiT-f i i jj 1i � 13 414jilijl5jj TABLE KEY. PSF 49 79 1 56 179 79 MAX PSF CDE,F.G 2 21 121 2 2 2 2 2 2 2 % 42 1 2 2 2 2 2 2 i2ij 2 ImonucrasvLsrn 1 J3 1 1,4 i13 4 *1 --F2 i1i 2 F2 313 1 1 13 4 1 2 142i 3 4 5141 44.000 WAK.I. I F1 1"2 2 21 iI2 3 4 3 2 3 13 4 4 3j 13 4f4 IDP LlM112i'EDi 117 wa+mplying,.IUY the Florida A,13.M -2 2 172+2 2 2 2 2 .2 2 YI-2-1 2 2 1 2 2 2 2 2 2 1 I'l ==Is-c5Iq-o8 1 3 141 'i 31344334'3414 1 41 i 414 2113 41314 I 313 54 i-iTi 1 2 212,2 1 F2 3 312 21323 21 1 PSI 45 74 1511 74 79 791rrY 2 2 2 2 2 2 79 2 '1 2, 'D2 C,D,E.F.O 2 2 2 2 2 2 2 2 2 2,i 1 2 2 3 2 1 1 2 1 2 3 2 1.42iij MTG.RAIL 2 -3T3 I [ 141 S 1 3 JAMB BELOW Mtw Prm4kIC 40.000 H.1,J.K,L T11-iji I I T22 -iF2 � 2k 313_�L3 4_41-2-14 4 41 j3jij4i[�4 4 3 14 414 1 14 A,5JM 2 2 2 2 2 2 2 2 2 1 2 2 2 3 2 4 2 1 2 14 4 1� -- ? _3 4 i 41_"LIL 62 1 2 2- -- - - - �k 5 1'3 i 1 14'�j 4 413 i14 FULL DP 171 1 F I F4 2 F2 i12 2�i 3 F3 iiijilif AP 2 P 67 D -2. CAlt LYNN S 41 67 16 79 1 1 1 .. C.D.E.F.G, 2 2 2 2 mm 2 2 2 2 2 2 3 3 2 3 2 3 ? 2 3 1 3 2 3 VT 3 43 141414%1 i 15 1 14 515 413 514 12 i 2 T3 3 4 3 3 41 53.1 H.1,J,KL T11 jEj jL1 T22'212 2 3 4 jj±43�11 3 di114 5 14 315 2 A.S. Nu 5s70G 2 2 2 2 2 2 2 2 11 2 3 M -ril 1 3 3 2i MTG.RAIL IT, I 1 1 14214 1 41 3 f ' Lof 57 T 2 2 2�2E2 3E31 31 i 313 4 313 414 4141i1314 �ji%13 11.1ij 114141316�1,41 BELOW %aAMI mocumwaymsswu 4,NCHORA 0 GE SPAgING,STANDARD VIEW 471 machANGEsmsswEr ADD OPMAX WHEREANCHOROrYISREMICtsonYSIZE. ALBUM.SINGLE HUNG MDOW,IMPACT A.Ly R' E. J.J.FX 17l�/DS -20 I NTS 9 1 4040 FLP.E.# ANCHOR�cHoi Qum�-nTTES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7. ANCHORAGE NOTES: I WINDOW HEIGHT ANNUS SASH HEIGHT FROMTASLE B 1.ANCHOR TYPES.1-114*ELOOTAPCONS SUB 2-114'ELCOS 4C E-FLEX ANC= 17.125 22 688 1 28.211 33,754 1 39.206 44.839 1 50.382 1 65.925 E: - 0 0 0 0 0 0 2.ANCHORLOCATI 3,4128CREWS OP 21 'zj 0 2_z�o ZI !-� 0 Cl 0 () ON$ARE BASED ON THE FOLLOWIINr WINDOW GLASS 1.1"'10 0 z �O'z c, 0 8 0 Z'Z 5 '7 70 DIMENSIONS: f) 0 �l 8 8 0 0 0 oa� 0 0 WIDTH TYPE ol 3 a 0 0� 1 11 � 1 1 HEAD-18172-MAX.FROM CORNERS 19.125 1 1 1 1 1 1 1 1 I_ !_ .1- 1 1 1 1 1 1 JAMBS-1712'MAX FROM TOP CORNERS 2' 2 E_'*2 2 2 3 3 2 3 5 3 3 11112'MAX.ABOVE THE MEETING RAIL 'L 1 1 2 2 2 2 2 2 r MAX BELOW MTjH p 2,000 F. AL Q-FK 11._l.t.i__1' 1. 15MAX,FROM BOTTOM CORNERS 1--12'-2 2 2 2 2 2 S 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED 32 00D D,E.F.J, 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM V EW WINDOWS FROM TABLES 7.AND 8.USING THE K.L 2 2 2 _1_ 2 3 3 3 3 3 2 3 4 3 4 4 4 6 3 6 __ I D;MENSIONAL CRITERIA OF NOTE 2,WE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE&FOR BELOW. 37,0001 DR�F.jl 1 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW KL , _I 'L I I 1 I ? I i — .2.1 1 1 1 2 ..2 1 1 1 2 1 1 2 1 2 2 2 i 2 3 3 3 3 3 4 4 4 5 WINDOWS ARE 12518'MIN,TO 38'MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 1 79 1 79 79 79 FLANGED WINDOWS,INTEGRAL FIN DIMENSIONS ARE 40.000 D.E.F,J. 2 2 2 2 2 2 2 2� 2 2 2 2 2.1 3 1.LESS L �_2_ _ ?] ? � I X, I 1 1 2 2 2 3 3-3 4 4 3 4 3 5 4 4 1 5 5 4 a 6.QESIG�PRESSURE LIMITATIONS* PSF 79 701 79 77 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH ABOLD 44GMI 79 ITALICIZED VALUE ABOVE THEM,INDICATE AMAX(MUM 2 2 9 2 2 2 D.E.FA 2 2 2 2 2 2.1-2 2. DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOW 2 -3 4 4 2 2 3 5 2-1 2- 4 K.L �l _�r 2 2 3 3 4 4 _S 5 6 SHOWNIN BOLD.OTHERWISE,THE MAXIMUM DESIGN PST 76 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 O'EZ RESPECTIVE SIZE AND 1100 S 2 GLASS TYPE IS �l 4 3 ±4 TF. 2 3 2 2 [' 4� 5 4 6 8 5 6 AVAILABLE. K.L J' .L-j 2 2_P2 3 3 4 5 4 5 P 71 79 63 SF 1 71 79 64 74 GO 69 69 TABLE 7.KEY., 53.125 DE�F�J. 2 2 2 2 1 2 2 3 2 1 2 3 3 3 3 K.L 2 2 2 -31 2 t-3-—4 I-S 6 7 62T7 Nm PSF QP LIMITED 1!2 2 ANCH�R QUANTITIES AT JAMBS BELOW MEETINGRAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD[j TABLES. JAW ABOVE 2 SASH HEIGHT MGG.PAL SUBSTRATE-- 12-776 16.776 18.776 1 21.776 24.776 27,776 30,776 1 31.106 ANCHOR TYPE: 21-2 (FULL DP 8 8 HEAD WNDOW al 8 8-9 8 W16TH I-ol 11-0-21 11 JAWS ABOVE 19A25 1 1 t 2 2 2 2 2 2 1 2 2 1 2 1 2 MTG. ?2 2 2 2 3 2 1 2 3 1 2 1 2 24.0 1 1 M owx0-N. 24=0 i 2 i 1 2 2 2 1 i Lz000 2 1 1 1 21 2 1 2 1 2 3 1 2 2 3 1 2 1 3 3 213 3 2 3 -4 2 3 4 1 2 1 3 37 79 IA By - TTT 2 =_TJ _BLE 8.KEY; 2T 3 1 3 3 3 1 3 3 40 DO 74 R=" WX.PSF 1 2 1 2 1 2 2 2 1 2 3 1 2 1 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 441000 68 78 7T-� I- JANZ BELOW1 2 j2 2 2 3 2 3 3 E3�4 MIG.PAL 72 79 2 2 M23 2 3 3 4 (FULL I)P) 14'1� 53�i25 73 58 11 72 JAMB BE OlAf 2. 1-4 T�T—41-FT TI-4 F-6 7 71 —6 3 5 7 (5 2 2 3 393 4 WG.RAIL �-""..a- Q MATE OF ,me te .acYORroE ANCHORAGE SPACING,CUSTOM VIEW "o Of4NGES CHANGES L.,It", 7LUM.SINGLE HUNG WINDOW,IMPACT -NTS 1-10 1— r- A. WN ek PIE. 2I07 11 4040-ZO FLP.E,#56705 I 1 C EXTERIOR INTERIOR NOTES: L HEAD AND SILL DETAIL WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI•DADE COUNTY 1.314'MIN EDGE ) (SEE NOTE 2&3) APPROVED I/4'ELCO TAPCONS OR 1/4'SS4 CRETE-FLEX.MINIMUM INSTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1374". (SEE NOTE 1&3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIA"ADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) 1'MIN.EDGE 114"SS4 CRETE-FLEX. 3.35 KSI IN. 1 FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 1112 TRIMFIT HEADS. CONCRETE ri 1318'MIN.,1/4"TAPCON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS txARE BUCKS WHOSE I ^°.43 4'ASN.,114'CftETE•FLEX TOTAL THICKNESS IS LESS THAN 11/2".lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL lx , -,- 1318• INSTALLED DIRECTLY TO SOLID CONCRETE CMU.WOOD BUCKS DEPICTED AS 2rt ARE .(. ,�� mac: 1 112'THICK OR GREATER.INSTALLATION TOTHE SUBSTRATE OF WOOD DUCKS TO BE WOOD SUCK A,�«,,-""'S`_ .^[. --- — MIN. ENGINEERED BY 07HERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE N0 d) � —1 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114• U4, 6063-T5 AND A MINIMUM OF 1/8'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET DETAIL_A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE -- MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN 1 114, MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 318' MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REOUIREMENT. 114 MAX SHIM�r•�-1 MIN.' MIN. S.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 114"MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-3/4'MIN EDGE I'MIN EOGE EDITION. CONCRETE ANCHOR. WOOD ANCHOR, FH BELOW MEETING' FH BELOW MEETING I Itt" RAIL(SEE NOTE 18 3) RAIL.(SEE NOTE 2&3) t 3.35 KSI MIN.CONCRETE INTERIOR .,L.;. OR1.5KSIMIN.CMU (` {ALL JAMB DETAILS} EXTERIOR tx SUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4)® (SEE NOTE 4) 4ETAlt_C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114' S/8"MIN.EDGE 2-112"EMBEDMENT MAX. SHIM 114' WOODFRAME MAX. PRODUCtREVISW --T t --WOOD FRAME ''_ —_ SHIM 1 YMmplyu,gw Mftkwd. +-""- 5!e'MIN.EDGE -- .13i"DIA.MIN. E"pi�af�DasjK.2do�+1A21 z2112'NAIL 2.1/2'EM EDMENT It7Kfz!d'[Cd .131"DIA MIN. f ? �� AT CORNERS Min UwtetM4nclCwCo1 x 2112'NAIt, - _ = ANO S'OC. WOOD FRAME AT CORNERS -'-' ��`-~- AND 5"O.C. 516'MIN.EDGE L.1311 DW MIN. MAX. x212'NAIL, io �J•�`�V LYP'Yl�rrb AT CORNERS SHIM AND 5'O.C. 2.112'EMBEDMENT 0, DETAIL F,(HEAD) DETA{L_E,.{JAMB} DETAIL_ (SILL) ;` Na, aro5 y: TYPICAL INTEGRAL FIN ANCHORAGE n - LAt 1`W 1215 B COItRELTBUCKNOTE,REM1IOVESEC710N2=.SAREF. '•.'t7•. CF 1I1/� JJ. 17aemt D NOCRARGEsmsSHwr 'araw.,MnwM P ANCHORAGE DETAILS JJd 0481/IY G NOCPoWGES THISSHEET P.o.eox Img n� ALUM.SINGLE HUNG WINDOW IMPACT _ [ry�Pey/ iFx 2f.A5 J.J. 7 sR1oa NTS Yt !7 4fMD-2D E FL #68705 LA - yi[Arrt n of covr�rY,FLaw�oA PRODUCT CONTROL SECTION DP,PARTINIENT OF R)EGUILATORY AND ECONamiC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE AWAIN'ISTRATION DMSXON T(786)315-4590 F(786).3152593 N, OTICE OF ACCEPTANCE (NOA) 1vtvw.m;aMid1de.;0vleeen0my PGT Industries,Inc. 107.0 Technology Dt ive, k41 070 Fl.3427.5 SCOPE: his NOA'is being .issued under the applicable rules and regulations governing the use of construction Ero terials. The documentation submitted.has been reviewed and accepted by Miatni Dade County RER- duct.Control Section to be used in Miami--Dade County and other areas where allowed bythe Authority ving Jurisdiction.(ABJ). 'Flus 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 ART(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 ir..tnediatcly 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 fire requirements of the-applicable tr..ilding code.- This product is Approved-as describedherein,.and has been designed to comply with tf.e Florida Building Code,.including the High-Velocity Hurricane Zone. } DVSCRIPTION: Series"SGD-77(7'AIuminum Sliding Glass Doors w 190°&1350 corners-L.M.L ' APPROVAL DOCUMENT:Drawing No. 1`40T0130 (former PGT0002 Rev C), titled "Seizes 770 Alum. SGD-LM..ImpaW!, sheets 01 through 22 of 22, prepared'by marutfacturer, dated 08/05107 with the latest revised.on 01/10/15, signed and-sealed by Lynn.Miller, P. B., beating the Mlaini:Dade County Ptuduct Control Section Renewal stainp with.the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large an-d' Small Missile:.Intpaet Resistant .ABU LING: Each-unit shall bear a pennanent label with the.manufacturer's name or logo, city, state, senses, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted I herein. 11REVISTON of this NOA shall be considered after a-renewal application his been filed andthere has been I change in the applicable Wilding code negatively affecting the performance ofthis prbduct. �`ERNHNATION of this NOA Will occur after the expiration date or if there has been a revision or change in the materials,use,and/or mat.ufacture 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 caivxe for tainination acid'.tvnioval of-NOA. ADVER.TISEMIl✓NT: The NOA. number preceded by the words Miami-Dade County, Florida, -and followed by the expiration.date-Wray be displayed izi advertising literature..If'any portiou of the NNOA-is displayed,then it shall be`donc in its entirety. IINSPECTION: 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 BAilding Official. This .140A revises send renews NOA No. 14-0123.70 and consists of these pages 1 and 2, and evidence pages E-1,E-2 and E--3,as well as approval document ruentioned above. The submitted cioctu.ten(Htian was revie%wd'by Jr.ime D.Giescon,P,E. MIAMI 1AQE COUNTY NOA No..3 4-0128,11. Expiration J)ate.; February 17,2b'20 Approval Date: February 12,.201$ Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB?v 1TTED A. .DIUNVINGS 1. Manufacturer's die drawings and'-sections. (Srtbinitted unrler pravions NUA No..14 0123.10) 2. Drawing; No. PCT01.30, titled "Series 770 Alum. SOD - LM Impact", sheets 01 through 22-of 22, prepared.by manufacturer, dated 08/05/07 Nvith the latest revised on 01130115, signed and sealed by I,ynn.Miller,P.E. B. TESTS S S 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 20294 4)Large Missile Impact Test per FBC,TAS 20.1-94 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 aluminum Sliding Glass Doors,.Prepared by-Fenestration Testing Laboratory,Inc.,Test Report No.FTL---7554, dated 11/01113, signed and sealed by Marlin D;Brinson, P.E. (Subrrritfed under previous NOA No. 14--012.310) 2. Test reports on: i).Air Infiltration Test,per FBC,TAS 202--94 2)Uniforni Static Air Pressure Test,Loadin.g per FDC,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 aluminum Sliding Glass Doors,-prepared by-Fenestration Testing Laboratory,Inc„Test Reports No.'s FTL-5980-4R .FTJ-6001-R and TTL--6015=R have been revised and reissued on 12/29109, all signed and sealed by J«lip Gonzales,P.E. (Submitted ander previous NOA No. 09-0826.10) Jaime A Gascon,',E. Prodnet Control Section Supervisor NOA No.14-0.128.11 Expiration Date: rebtvary 17,2020 Approval Date: Fbruary 12,2015 E=1 i i PGT Indusfrics,Inc. NOTICE OF ACCEPTANCEt EVIDENCE SUBMUrTED TESTS(cokINUED) 3. Test reports on: 1) Air Infiltration TGst,.perFBC,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.'201-9.4 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Foreed Entry Test,per FBC 2411.3.2.1,and TAS 202=94 along with marked--up drawings and installation diagram. of aluminum Slidurg Glass Doors, prepared.by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980, FT1,---5993,1q"036, PTL--6001,FTL-6014, I f"015,Fr"017, PTL-6023, r�Tis-6024, F'l'Lw-6025, FTL--S028,. FTL-6031, Fr"033 and FTI--6036,all dated 08110109,signed and sealed by Julio Gonzales,P.E. t*.S7iI bitted xidet-pre&uy NDA No 09-11826.10) CALCULATIONS I. Anchor verification calculations and structural analysis, confoimance to and complying "pith FBC 2010 and with. F13C. 5'b Edition. (2014), prepared by manufacturer,dated 0 1130/15,signed and sealed by Lynn Miller,P. E. 2. Glazing complies with ASTIVI E1300-09 D. QUALITY ASSURANCE 1. Miami--Dade Depailment.ofRegulatory and'Economic Resources(RER). MATERIAL CEATHICATIONS 1. Notice of Acceptance No. 13-0129.27issued to E.X: DuPmnt DeNemours.&Co.,Inc. for their"DuPont l3utacite®PVB Interlayer"dated 04111113,expiring on 12/11116. 2. Notice of Acceptance No. 11-0624.02 issued.to EJ. DuPont beNemouis aha Co.,Inc. for their"DuPont SentlyGlasa Interlayer"dated 08/25111, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC a Edition (2014),issued by manufacture, dated 12/17114,signed and sealed by-Lynn Miller,P.E. 2. Statement letter of coinfonnance and complying with FBC 2010, issued by manufacture,dated 01124/14,signed and sealed by Lytut Miller,P.E. (Submitted-unde)-previous NOfi No.14-0123.10) 3. Statement letter of no financial interest,issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller,P.E. (Subirtilted under previorss NOA No. 14-0123.10) Jainte D.Gascon,r..E. Proijact ContrQt.Section 5uperyisar NO AI NO.14--0128111 Expiration Date: February 17,20'20 Appeovai Date: February 12,2015 E--2 PGT Industries,vie, NOTICE OFACCEPTAAICE: EVIDENCE SUBMITTED F. STA`T'EMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL--7554, issued.by Fenestration Testing Laboratory,Inc.,dated 11101/13,signed and sealed by.Marlin D. Brinson,P.E. (Subrrutled-miler prevlous NOA No. 14 0323.10) 5. Proposal issued by Product Control,date di 08/12/13,signed by Jaime D. Gascon,P.E. (Scrhrrrilted underpr:evioits NOA'No. 144123.10).. 6. . Laboratory compliance letter for Test Reports No.'s FTL-5980 R,FT)[.-6001-It and I"T'L•-6015--R,-reissued by Fenestration Testing Laboratory, Inc., all dated 12129/09, signed and sealed by Julio Gon2ales,.P.E. (Subnd ted underprevious NOA No. 09--0826.10) 7. Laboratory compliance letter for Test Reports No.'s 11TM---5980., FTL 5993, FTL•-6036, FT"001,FTI 6014, FT"015, 17L--6017,.FT"023, TT"024, FTL 6025, M,-6028, FTY -6031, FTI--6033 and FTL-6036, issued by Fenestration 'Testing Laboratory, Inc., all dated 08110/09, signed and sealed by Julio Gonzales, PX. (Subnrirted.under previous NOA No. 09-0826.10) . 8. Proposals No.'s 09-01.77, dated 03/1.7 cos 31109, 09�-0177A, dated 05/07/09, 09-0177B, dated 06109/09 and 09-0177C, dated 11/1.8109, all issued by Product Control,signed-by Ishacl Chanda,P.E. (Srrbr)ritted under previous NOA No, 0"826.10) G. OTHERS 1. Notice of Acceptance No. 14-0123.10, issued to PGT'Industries, Inc. for their Series "SiM-770 Aluminum Sliding Glass Doors w/ Ivo Reinforcements", approved on 02/06/14 and exphing on 02/1:7/15. Jaime D.Gascon,P.E. Product Control Section Supervisor i4OA,No.•1"128.11 i Expiration Dnte: February 17,2620 Approvnl Date: Febivary 12,2015 L7-3 i �— TABLE k: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Grove Anchor Substrate Frame MlaEdge MIG. INCLUDING POCKETS&900/1350 CORNERS Memesr DI9Embedment, concrete(min.2.ss kat) F1eedlstUJamb 1 1.• i'vir' GENERAL NOTES 1 '114'E(eo Wraeon UnilrWed CMU,(ASTM CAD) Jamb only 2.112 1414• 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM CAO,min.2 lei rout) Jamb Wly 2.1/2` 1x14• 2)DESIGN PRESSURES: 1/4'Elao 410 5.5. concmto(rcdm.3.35 ks0 FkadlsielJNeb t• 1.714' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE-AND GLASS TABLES ASTM El Wo. 2 CreteFlax Ungrodod CMU,(ASTM C-110) Jamb only 2-if2' 1-1/4' P•T.Soulhem Pince SG=0.55) Heed/511VJamb t' 1.395' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Concmta(adn.2.55 ksp HeadISW 1• 1Sl8• 3)ANCHORAGE:THE 33-tt3/s STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1f4'Elco Ullrecon Un mused CMI)ASTM sI JambE=112' 1.114• PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTA T S' P.T.Soulhem Pine(SG•0.35) FieadISIR:LmD 1.318• WITH OTHER DISSiM8J1R MATERIALS SHALL MEET THE REQUIREMENTS OP THE CURRENT FLORIDA, ate,tee or410 Aluminum,8063.75' Hoad/S1afJamb 0.083' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Steel.ASO, HoadmvfJamb 0.050• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 Mft 111hmadsan)— Steal Stud,A653 Or.33' H d/SOIIJnmb0.0461' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(nln.3.276 W) HeedlSil9Jamb 1.310" NARROW JOINT SEALANT. 1/4•Elco 154 S.S. Un9rouled CMU-(ASTM C-9D) Jamb omy1.114' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NICKS,ANSVAF&PA NDS FOR A9gm-Gales Grouted @dU(ASTM CAO,min.2xal prod) Jamb only 2• WOOD CONSTRUCTION AND ADM.ALUMINUM DESIGN MANUAL. P.T.Southern Pine SG0.55 F(eaasAUJambiJla• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Soulhem Pine SG=0.55) HendrSlwJemb 1.01T CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). at2,Steel SMS 05, Alualmm,8003-T5• HeadrsuuJamb _ 318' 0.093• 8)DOOR SIZES MUST BEIVERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threadsdn) Steel,A38• HoedIS101JemD 318' 0.050• FLORIDA BUILDING.CODE,AS APPLICABLE. Steel stud,AM Or.331 Fke,us[] 3fir 1 0.0451 TEST REPORTS;FTL{980,FTLS993,FTL-6001,FTL-6014,FTL-0015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE to MEET MIN. FTL•6024•FTL-6025,FTL 028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MtAA41-DADFl COUNTY APPROVED ELCO ANCHORS.SEE TABLEI ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REO'"REMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET, NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED.1X WOOD BU KS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS SHEET (WHEN USED)SHALL BEIDESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DE SIGN AND INSTALLATION IS THE GENERAL.NOTES-...........i RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD$TO BE REVIEWED BY THE'BUILDING OFFICIAL. EXAMPLE.CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS...........4,6 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. GE .............6-14 ....._. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL ISNOT REQUIRED.IF USED,NON-SHRINK NON-METALLIC GROUT, ANCHORAGE ESSURES.......6-B MAX.114"THICK&3MD PLSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,At�TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS ELEVATIONS.....................15,18 REQUIRED BETWEEN THE-GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL!SILL TYPES.........17 TABLE B,SEE DETAILS'ON SHEETS 4&5CROSS SECTIONS............18,19 Glace - _...... PARTS LIST.......................20 O.w1p0on(Ustad from Exladorto Intarlor) EXTRUSIONS...... 21.22 G3 711WIamlaated:(2)LRes cf3f1V HS Glass N0h.090•PV8 Wedayer PRODUCPRENIM11) GSA 9110'Laminated;(2)Wes oft/4'HS aaas w8h.090•PVB lnledser mwmplYlvg wld,rlw pbdda G4 7iiVLamlaBlod;(4LCe3cf3ltg*KSC4ewyiMM(rSG[Ptedayes i DESIGN PRESSURE RATING I IMPACT RATING AeCe2r�91Ne No'-L / 04A 9116'tam4naled:(2)LBea 01114•H3 Glass Rilh.086'SG Wedayer SEE TABLES 1,2 B 3ON RATED FCH LARGE S SMALL n,N+seC'�P.'ac �' G G5 V Laminated LG.:3f i6•T Exterior +31W Air 8pa09+7116'L4n11naled;2 Utoa of TIV Fi3 Glaee vdth.tier PVO Inle er SHEETS 6,7 S e MISSILE IMPACT RESISTANCE day n;:-- GSA 1•Lam haled LG.1!417 FsfeMrCa .5118•Al,Space a 7110'Laminated;(2)L849 of 3ftel HS Glass rdth.090'PVS Inled •er ,.Tie.�;r�* Yppll l ut 11'' G0 1•Lamioated LG_3116'TExldtor Cao+3%'AlrSpace+TlIVLeminated;2)L9eaor3lIVHSGIa.svith.090'SGImertaye)_GLAZING NOTES: `��ONY 4U1 CeA 1'Lomleotadl.G.:1/417ExterbTCa +6f18'Atr6 co+7/i6'Lemlrreled;2 tges or 3118'HS Gleae xlth.090'sG tried e) "ANN"=ANNEALED �h_•'�CENyE'•.�i�,f, 07 7/16'Lamineted: Utes WNW MIN G!aasxAh.o80'SG Wo er °HS"=HEATSTRENGTHENED ' G7A 9110'Larnk tid:(2)Ute.at 1/4'ANNGIaas%ith.O90'SG Wedoyer •'T'=TEMPERED Z. �`•` N0.587G5 ' 08 1'Lmmneled LGa3116'TExiedorCap+310•AO Spam+NIS*Laminated; Wcs of3fIV ANN Glass v4th.08D•SG Imeda,er "PVR°=DUPONT.090"BUTACITE PVB _ i f GBA In Laminated LG.:114'TExl.dorCap+Wit'AJr$pace+7118'Laminated:(2)Utes of3fl8•ANN GlassWtb.090'SG lntedayer "$G'=DUPONT.090•SENTRYGLAS nyno., rd..nu- ___. ��(�'•• STAT WE— ��, m7precrraorooraravE _ GENERAL NOTES AND MAP � x.vrrvwt.raaJ27d .S/pNAI-��• (941}+edrdao SMES770_ALUM�SGD-LM�IMPACT � 'rr/r1111littt e� ..._ A.LYNN M1LLER PE. .JR 10/!0/74.... OERT.OFAUlM?lB1eB SGP7>0 NT-SI 1 1-12 PQT0130 P.E.a 50705 I i i ---........................-_ CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","JC',"KAY'OR'Ke"INSTALLATION, EXAMPLE:4-PANEL XXX%IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH PXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1.3 CAN BE OX%%p. ter i ------ -'-" -1 f -i 2)90'&135'CORNER CONFIGURATIONS CAN BE A COMBINATION I OF ANY 2 STRAIGHT CONFIGURATIONS. o MAX,UNIT 3 1 I i�it g 3 FOR NOM,PANEL WIDTH,SEE TABLES 13. $N MAX.UNIT � �a- ) HEIGHT / '�Q HEIGHT 1 1 °dm PER TABLES 1-3 ilk$ PER TABLES 1-3 I m X"=OPERABLE PANEL, 'Y$ 1 1t- -O'=INOPERABLE PANEL, POCKET y POCKET "p -POCKET F—DETAIL LETTER LWOOD OR METAL INSTALLATION 1!-PANEL T 2-PANEL a ® °c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS 17 1S L—SHEET NUMBER MAX.UNIT WIDTHMAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-T' NOM.PANEL WIDTH ( NOM.PANEL WIDTH - DLO HEIGHT=DOOR UNIT HEIGHT-19.125" PER TABLES 1-3 PER TABLES 1-3 J PANEL HEIGHT=DOOR UNIT HEIGHT-1.888' J.- 1 ;r--- MAX UNIT c 1 iST MA%.IIUNIT 2 1 1 to i i� 2 i 1 1 1� f HEIGHT HEIGHT s iEL - PER w� PER TABLES 13 / / / x 7 K µ TABLESPER /�/ i W� L Pocrer j Ci I % POCKET j g _1•r-_J -lir-__' 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS lw MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ae NOM.PANEL WIDTH I 1 1 PER TABLES 1-3 t 1s 3 PER TABLES I3 ! 1 I is j 1 t3 moomptyi�gYlEtft Owf& c 1 MAX.UNIT ✓ E Acxi p Nce MAX UNIT f ja HEIGHT' j NOTE HEIGHT tas 1s / t3� PER s zT PERTABLES 1-3 i TABLES 1-3 SHEET. AN tyfq,v 4" POCKET 5:9 14�' 5-PANEL CONFIGURATIONS CORNER,TYP. No.sa7os (OUTSIDE CORN ER SHOWN, INSIDE CORNER SIMILAR) IunyaF oaY rtwa,sy: I p,py,.r [� STATE --� ro w FaOOVOevE FXAMPLECONFlGURATIONS °Fss'Ftomo E G�\ nutty o rs<» I SERIES 770 ALUM.SGD-LM IMPACT r..... t+.¢ot ��* rasa NTS O1Y>x' A LYNN tSLLER,P.E. JR. W10 4 CERT.OFAUM IMM scKrno NTS 2 >22 PC3T0130 P,ES58795 -............................. -- --- EXAMPLE CONFIGURATIONS MAX,TESTED UNIT WIDTH= j CONFIGURATIONS NOTES: 355-7/16'@ 96'HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS r-►f POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT j I LOCATIONS USING DETAIL'Jw','Je,"K 'OR-Ke INSTALLATION. NOM.PANEL YWOTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION -r`r-_- CAN BE OXXXp. 90'8135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX,,UN� qpl W, t 9 B I i%�G OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, I r 96'OR 120' I i s 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. i i a a 'X"=OPERABLE PANEL, JT�...........- .._ �/ / i Pocpwr j y "O'=INOPERABLE PANEL, _r � "p'=POCKET 8-PANEL CONFIGURATIONS t 3 a t DETAIL LETTER MAX.UNIT WIDTH 'V-WOOD OR METAL INSTALLATION b'=CONCRETE INSTALLATION NOM.PANEL WIDT 4 t t3 t a t SHEET NUMBER PER TABLESr - - `r-- &M 113N Im dh Jc i DLO WIDTH=NOM,PANEL WIDTH-7' t9 t0 t j ? DLO HEIGHT=DOOR UNIT HEIGHT-10.126' r$ q PANEL HEIGHT-DOOR UNIT HEIGHT-IZC6' MAX.UNIT wile iiay HEIGHT PER TABLES I3 f , i q — -r`r----I' 7-PANEL CONFIGURATIONS 1 3 1 MAX.UNIT WIDTH I NOM.PANEL WIDTH PER TABLES 1-3 t Au pt7Lldo M,AX.UNIT c tr' t .� Acu"11.4 Ab HEIGHT Faylnrmn_ PER TABLES I-3 J� N,imm de P'7ildlChmtlo1 POCKET j v�, `�� pNy,LYNN :.....1/LL(Gr 8-PANEL CONFIGURATIONS 61%4 No.567U5 ECAMPLE CONFIGURATIONS %'C�.S•.FLOTiLOH.•�(j�,` �=-J SERIES 770 ALUM.SOD-LM IMPACT �r}eso-tsan a. — fes[ - A.LYNN b51LLER4 RE SJR 10/1WN Ina CERS OFAUM.#29M a 900-770u. T$ m.w N 3 -21 POT0130 P.EY5BT05 ............ GLAZING DETAILS(133,G3A,G4,G4A,G5&G5A T/16'NOM. 11NOM.- 3116"HS GL!{SS 3116"HS GLASS 3116"HS GLASS .090'PVB .090"P va .080"SG 3116"HS GLASS 3116'HS GLASS 74 3116"HS GLASS--\ 74 3/8"AIR SPACE 74 82 I B2 I 3116'T GLASS—. ------- 7(1 83 EXTEMOR t 3/4'NOM. EXTGLASS _ EMOR --_._...LI 314"NOM. 3f4'NOM. BRE SAT'GLAES 6B GLASS BITE EXTEBUCI 80 80 a 7B 64 _ 64 55 711.6"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 'i 9/16"NOM. 9/16'NOM. r-1"NOM. 114"HS GLf4SS 1/4"HS GLASS i 3116"HS GLASS .090"PVB .69("PVB .090 SG 74 3/16'HS GLASS V4"HS GLASS 74 114"HS GLASS I 5116"AIR SPACE 74 i 114"T GLASS 82 92 - 83 EXTERXIR ! 314'NOM. f,XTti'goR 3�4"NOM. 3/4'NOA7. GLASS GLASS 60 GLASS (i7 SITE BITE BITE / EXTERIOR 54 S4 55 .0r.4�8aNime Elm" aldi,ydde/t�f.-C) �f _ 9116"LAMINATED GLASS,TYPE G3A 9116"LAMINATED GLASS,TY PE G4A 1"LAMINATED I.G.GLASS,TYPE G5A 6'r Mimi Dad.PrMoet C"Mn,P I GLAZING NOTES: N 4;/ "ANN'=ANNEALED {`�•'�;cEK3F'•�F.P "HS'=HEATSTRENGTHENED ' 'T"-TEMPERED T1 No,53745 '. 'PVR'=DUPONT.090"BUTACITEPVB 'SG'=DUPONT.090"SENTRYGLAS :-0';:1h r 1 ':Lr z aewn '•. rI S STATE Or f: Fm4 N SERIES 770EALUM.SGD-LM IMPACT ",,SSS/nh�l F��.'?\ a"x o,.Ww xx. /UBYYaJ.11LLE1L PE. JR 10M0/f4 .0FAUMP2VPuL9 �� sco-n0 NTS 4 a 22 POT0130 P.Eae5ro5 GLAZING DET LIA S(G6,G6A,G7,G7A,G8&G8A 1'NGM, 7/16"NOM. 1'NOM. 3116"HS GLASS 3116"ANN GLASS--\ 3116"ANN GLASS- .090"SG '�0°—'' 3116'HS GLA .090"S G. 3118"ANN GLAS 74 318°AIR SPACE 3116"ANN GLASS 74 318"AIR SPACE 74 3116"T.GLASS 3118'T GLASS — ax &9BJ 7. E%ERiOR 1_, 3/4-NOM. 314"NOM. 314"NOM. GLASS 58 BITE GLASS GLASS + BITE EX;ERIOR BITE EXTERIOR / 80 76 - 76 _ 55 5C 55 1"LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE-G7 1"LAMINATED I.G.GLASS,TYPE G8 1'NOM. 9116"NOM. 1"NOM. 3/16"HS GLAS$ 3116"ANN GLASS .090"SG -- 114"ANN GLASS .090"SG 3/18°HS GIAS .090°SG 3116°ANN GLASS 5/16"AIR SPACE 74 114°ANN GLASS 74 6/18"AIR SPACE 74 1/4"T GLASS l 114"T GLASS 82 } &7 I ti ea - 1 314"NOM. EXTERIOR �—y' 3&ASS 314'NOM. 5e GLASS Gj ;SITE 'so GLASS BITE BITE EXTERIOR 1�3 ____ EXTERIOR `� 67 7fl PRODUCFRE.NEWF:D -- 54 5S n+a�mPiy6y rvIC16»FloriHl F,p1AtWnp� �'1,�•(2A O 1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE 137A 1"LAMINATED I.G.GLASS,TYPE GSA By�iFci , y. h7icmi pc,Aa Pra.ctSmU"i-, kT GLAZING NOTES: `��\�pp1V LYN1J 4fJ��i�J 'ANN'=ANNEALED �"�.•'�Ir,ENSF•'•••F,fl "HS°=NEAT STRENGT ED -r=TEMPERED "PVB"=DUPONT.090"BUTACITE PVS "SG*=DUPONT.090'SENTRYGLAS ='0 GLAZING DETAILS =0�'•, sFi/nre eF N.l,EH &DRIVE j rm %�`s'•.,_OR}Ow.•'•G� --- [ t� SERIES 770 ALUM.SGO-LM IMPACT S/0N1l 6, /arJ4eafcoo ra r cax v xi A.&,4w[LLIk P.E. CER7.0FAUW.n9ZW soo-no NTS 5 22 PGTO 130 ,E.a 5aro5 JR iNi6114 I _v,_, TABLE 1: TABLE 1A: _ Design Pressu (DP)and Anchor Quantities Required,(for all approved sill Haiglttto Max,(+}DP conliguratlonson5heets2&3} Maximum DP for all sizes;+601.60 (Witter Infiltration Rating) (May be limped by Table 1A) Sill RioerHeight For comer astragal anchorage on Sir or 1351 coiner units,see sheet 11 (+)00sign Table applies to Glass I Door UnlI Height �. (Flat6ohee ac.)sea Pressure,Pet Types 3,30.,5,6A.7,7A.. 8&-Tir U O 73.7 8" O 85.718,0 Flush-1412' one note 3 8 8A and the Stile/Ast I Anchor roup Anchor Group Ano or roup Anchor Group Lav-2-112' +48.67 types shnxrtbelow. 1 2 3 4 1 2 3 4 1 2 3 d 1 2 3 4 Medium-&114" +60.0 ....1 ._::z. HeadlSERI +1 +1 tt }1 + G1+1 + +1 + Oq+1 _C4+1 fit + +1 +1 C4+1 High-4" +60. 24' DLO Jamb I 6 8 _ 8 8 8 B 8 8 8 8 8 8 8 8 8 8 SEE NOTES 13 P-hookl 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 23* IieadtSO4 C4+1 C4+1 C4r1 04+1 04+1 CA+1 04+1 04+1 C4+1 C4+1 CA+1 C4+1 Csf+1 X4+1 C4+1 04+1 30' DLO Jamb 8 8 ;6+70+7 8 8 8 8 B 8 8 8 8 8 0 8 P-hookl 6+7 6+7 7+8 7+6 7+8 748 7+8 7+8, 7+8 7+8 7+8 7+8 7+8 7+8 NesdlSiO G+1 X4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 CA+1 C4+1 04+1 ti 36' DLCO Jamb 8 8 0 8 B 8 6 8 : 8 8 6 8 8 6 _ P4tookl 6+7 6+7 7+8 7+8 7+6 748 7+8 7+8- 7+8 7+B 7+8 7+0 7+8 7+6 ..�... OH LENGTH Head/Sill 04+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+'1 C4+1 C4+1 Z 42' �� Jamb 6 8 8 8 8 0 0 a 8 8 8 8 8 6 P4took1 6+7 6+7 1+8 7+8 7+6' .7+8 718 7+8 7+6 7+8 7+6 7+8 7+6 7+8LuHeadlSW C4+2 G1+2 04+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 Cit+2CA+2 C4+2 CR+2.48" DLOJambI 8 8 8 _ a 8 8 B 8 8 8 8 6 0 8 p o P-ttaokl 8+7 6+7 6+7 5+7 7s8 7+8 7+8 7+8 T+8 7+8 7+0 7+8 7+0 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7, OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OFTHE 3.114^SILL. 2)WHEN USING THE 211/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1114-611.1.•POSITIVE WATER DP IS 60.0 PSF MAX.WHEN 6SINO THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A, NOM.PANEL WIDTH-7" 3)4',3-114`AND 2.1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125' ADJACENT DIAGRAM)THIS CONDITION IS NOT RATED FOR.WATER INFILTRATION. 4)SEE SHEETS 10-14IfOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT-1.866' 0)JAMB ANCHORSARIE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Wclallle@jamb Straight Astragal Lockstile@90'Astragal Lo lie@ 135'Astragal Lockstile@ Assembiy Straight Astragal AssemblV 90*Astragal Assembly 135'Astragal PNODOLTRNrCWfU Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Hee du Stile Heavy-duty Stile Hea du Slile Heawpilut Stile a�roml xlth It.Mild. � ly ty W- Y• W- tY / Y awldn+a Coac ..rt?�}Q Standard Astrae al Outside Corner Outside Inside Areepraca NmL�1L.C..+b Corner 1� O J Comer hrimei Dade.'('gpa:t[tyro• inside `�� tt.. .YN1.... ', Instdu'Co Corner Outside .��•'-tCENSC:•<<F.Q,ri� Corner Q�.. Part I160(Stile) Part U61(Stile) Part9119(Out.) Part#61(Stile) j 14c.55105 •-* Part 860(x2) Part doe Part 960 Part 960 Part 11118(Corner Parts 931E 832 Part tiGl ., t. Part 967(Astragal) Part 4120(In.) Receiver) (Com.&Fad Mount) ��..�--.._,• ,,� rorotecrAvatooraRivs DPANOANCNORAGEsy nC'..FIOmO .•'�� R vENc�a�sro f600SERIES 770 ALUM.SGD-LM IMPACT ;NA�%�� ALYN��I�LWR,P.E. JR IWIC114 CERr.OFAVT?i.#VM 9 SCo-710 NTS 8 e PGT0130 P.E.'.as i TABLE 2: a Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601.80 For Corner astragal anahomge on W of 135'tamerUMS,sea sheet 11 (May be 9mled by TWO 2A) Door Unit Hal hl Table apples to Glass Types ! so• 84' 90' 98' 102' __ 708' 114' 12V 4.41A.6,6A.7,TA,8&8A e9 18.OL T}718'DLO 78.7 B' O 85.7 91-718'DLO 97.718'DLO •/8'DLO 10&718'OLO and the Stile lAslregel types r Anchor up Anchor Group AnchorGmup borGrou Anth.,Group J.+2 Amhor GmuD rGrW sham..below. 7 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 4 t 2 3 4 1 2 3 4 it C4+1 + N t1 • N G7+1 C4+1 CAR-1 C4+ *1 N i C4N '+ + + . •1 + N CA.1 4+1 + +t +1 + +t C4.1 CAN •1 24' DLO Jamb B B e 8 B B B 8 a B B B 8 8 e 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P4Wk a+7 8.7 6+7'. BN 7.0 7+8 7+8 7.8 7.8 7+8 Ng 7+8 7+8 7+8 7+8 7.8 8.9 8.9 8.9 8+0 We 9+9 8+9 9+10 9+10 9+10 9+10 9.10 9+10'9.10 9+10 1tead1SBi CAN CAN CAH CA+1 C4+1 CA+1 94.1 GIN C4+1 G+1(:1+1 CAN CA+1 C4+1 04+1 04+1 C4N C4+1 06.1 CAN C4+1 C4N CA. C4+1 CIN GN C4+1 01+1 04+1 CAN CAN 30' DLO Jamb e B B 8 8 8 H B 8 8 8 8 8 e e .e. to 10 10 10 f0 10 10 10 10 f0 10 10 10 10 10 P4mak 16+7 6+7 0+7 8+7 7+8 7+8 7+6 7+8 7+17.8 7.8 T+8 7.8 7+6 7.6 7.0 8.9 8.9 8.0 8.8 8.9 8+9 e+9 8+10 9.10 0.10 9+10 9.10 8.10 9«10 9+10 HeedlS111 CAN CAN C1+1 CAN CAN G6+1 G+1 04+1 CA+1 C4+1 CA+1 C4+1 C4+1 C4N 01+1 04.1 CAN C4.1 G7+1 CA+1 04+1;CA+1 C4+1 C4+1 04.1 GN 04+1 CAN G+1 Gi+/CA+1 36" p Jamb 8 8 8 8 8 8 8 0 B 8 8 B 8 _ 8 8 8 10 10 10 10 10 X10 f0 10 10 10 10 10. 10.1, 10 10 P-hooY 16.7 8+7 6.7 ei/ 7+8 7+8 T+6 H8 7+0 T+8 i+g 7«8 T+B 7+B 7+8 9.8 8«9 8.9 8.9 8.0 8«9 8«9 H.9 9+10 gN0 9.10 9+10 BNO 9N0 9. ONO g HasdMill CAN CA+1 CA+11 Gt+t CA+1 CM7 C4N CA+1 CAN C4N C4N CAN C6N C-0N Gi+i GIN C4N G7.1 G4+1 CAt1 CA+1 C4.1 G4+1 04+1 CAN C5+1 CS.t G1+1 G7N.C50 CSNo. 4T '6' ,lamb 18 8 8 8 a 8 a 8 8 B a 8 8 B 8 8 10 10 10 10 10 10 10 10 t0 10 14aok 18+7 6+7 8+7 8+7 7+8 7+8 7+8 7+8 7.8 7+8 7+8 7+8 7+8 7.8 7.8 :J.8 8+9 8+9 Bt9 8+0 8.0 B+A 8+9 9+10 9N0 9+10 9«70 9N0 9+W ONO 0+10 1. HCad/Sll C1+2 G+2 CA.2 G1.2 GH2 C4+2 CA+2 CA+2 C4+2 04.2 C4+2 CS.2 04.2 C:4+2 CA+2 CA+2 CA+2 Gt+2 Con C4+2 CA+2 CA.2 CSt2 C:4+2 CS+2 C5+2 CS+2 C5.2 C5+2 0542 C5+2 x 46' 4 0 Jamb 8 8 B 8 a a 0 8 a 8 a a 8 8 8 8 10 10 10 10 + 10 10 10 t0 10 10 10 10 10 t0P4xok 16.7 BN 6+7 8.7 7+8 J«8 7+8 NB 7+8 74e 7+8 7+8 7+8 7.8 7+8 748 8+9 8+9 8+8 8.9 8+0 8+9 8+9 9+1 9N0 8.10 9N0 ONO 9N0 9110 B.SO iieadl5ia G+2 CA+2 04+2 C4+2 CA.2 CA+2 CA.2 C4+2 G+2 G7+2 04+2 04+2 06+2 CA+2 01+2 rA+2 54' DLLO Jamb B 9 8 a 6 B 8 a 8 6 B 8 8 B 9 B P4" I6.7 a+7 s+7 6.7 7+a 7+a 7.8 7+8 7+8 n9 7.12 7«e r+e 7+e 7 7+s. Not available in these sizes wads6: •2 CAn rA+z c4.z a+z o4.a u.z c/.z c4.z u.2 04.2 con c4.z ca.z + can 80" 0L�0 Jamb 11 8 I 8 6 a 6 8 8 8 8 B B 8 B 8 6 e P4roak I6+7 N 8«7 6t7 67+8 T.B 7.8 7+0 + 7+B 7+8 T+8 7+8 7.0 7.8 �7.8 NOTES: 0= EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.114"SILL. �`_ DLO WIDTH= 2)WHEN USING THE 21-1/2"SILL,POSITIVE WATER DP IS 46,67 PSF MAX WHEN USING THE 3.1/4"SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP�S 60.0 PSF MAX.WHEN USING THE 4"SILL,POSrTIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(4')DP _ DLO HEIGHT= (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (%Yaler Infiltration Rating) OH LENGTH DOOR UNIT HEIGHT-10,125" 3)4',3.114'AND 2-10SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' HFlush-14/r eight SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)sign ,see w PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY 7) Pressure,Pat = OH RATIO 21 DOOR UNIT HEIGHT-1.868" AN OVERHANG COMPLYING WITH THE CURRENT FEC(SEE ADJACENT DIAGRAM);THIS CONDITIONIS /2' see note 3 O NOT RATED FOR WAFER INFILTRATION. /2'4)SEE SHEETS 10-14IFORANCHORAOE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. -714' +80.5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. ' +6D.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES 1-3 OH RATIO=OH LENGTH INSTALLED. OH HEIGHT THE. STILE&ASTRAGAL TYPES SHALT.BEL ED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&49 FOR ASSEMBLY DETAILS. Interlock P•hook Lockstlle@Jamb Straight Astagal Lockstile@ 90'Astral Lockstile@ 135'Astragat Pa0nUL7xV60Assembly Stra1 btAstra ai Assembly 9D'Astragal Assembly 1 is complying.111%mFun Heavy-duty Stiles Reavy-dulysbie Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutystile u.'ftd 0r,&�S 128 7 !A-puma N.L �- O Standard Astragal Outside Garner„ Outsideins a 6f -rte (ZC r�P+1�r�l J1L. Corner •.. GOrnP.r '1.Y WiiD-d .4f n �e�� d Inside .�s C\S!!YNkr. Corner Outside ":ga'S�.•' 1GF.NSF''• .f. Ii nsdede Cor Corner Part 061(Stile) P.,0161(stile) Part 41119(Out.) Part 1161(Stile) �Tr No.58708 •'r Part 981(x2) Part 461 Part 1261 Part 961 Part 011Itece8(Comer part N120(in.) (Corn.&Paris Fxd M urt) Part 061 � �- Pan 967(Astragal) f xn.eep eomm wcea.r ie) a_ -TJ tS :fir; 'U •, Si/iff OF pa7amewxoLooyawvE DPANDANCHOWE ?.:'G�� a ---- N VWCe n a127a pt SSJ `..... . (a,1Jao,aroo SERIES 770ALUM.SGD-LM IMPACT ,"ONAt. t ee.twt +a.: m.t a..Ttiw arm A.LYNN JR .1Nr0/f4r-O o.r: cBr4r.avatJnr.eamed sao-no NTS 1 7 e 22 PGT0130 P."s87o5 TABLE 3: TABLE 3A: Design Presur se(I)PI and Anchor Quantities Required,(tor all approved confl0uratlons on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+}OP For comerasbagal anchorage on 80'or 1351 comer unite,sea shoal 11 (May be limited by Table 34) (Water Ingtranon Rating) Door U Haight 861 Riser Height Tob!o applies to Glass Type 4.4A. 80' 84' W 98' 102' low (Flail or Bax,see (+)Design 6,6A,7.TA,8&BA and nf�a SU19l 9• OLD 1 711W 01.0 79.7/8'OL 0 0 -7 L 97-718' Sheet 17) Pressure,psi Astragal types ahown bgJow. Anchor Group An or GroM Anchor Group Arten or,,r.V An-Cf oup AneharOroup 1 2 3 4 1 2 2 4 1 2 3 4 1 2 3 4 1=2 3 4 1 2 3 4 Low-i-1IY see note 3 e5 Ressure W. + q +- ,O Pa Low-2-112' - +48.67 17' Hescystl C4N C4+1 CAN CA+1 CAN CA+1 CA+1 04+) C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 G1+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 Me Highfurn-3.7(4' +80.0 24' DLO Jamb 8 e B e B 8 8 8 8 8 B 6 ;8 B 8 8 10 10 10 f0 10 10 10 10 Htgh-4' +00.0 P-ttodt 9+7 6+7 B+7 1 6+7 1 7+0 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 i 7+8 7+8 7+8 17+8 1 7+8 1 7+8 8+9 1 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 SEE NOTES 1-3 Desi nPresswo +/-90.0 ps/ +1.82.5 par �• 23' HearPS10 C4+1 C441 C4+1 CAN Gini C4t1 C4+1�C4+1 C4+1 C4+1 C4+1 C4+1 0,+1 C4+1 C4+1 CAN G4+1 C4+1 C4N C4+1 mm a DLO Jamb 8 B 8 B 8 8 8 8 0 8 8 8 !8 8 8 8 10 10 10 "I P4tbalt 6+7 6+T 6+7 6+7 7+9 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 8+9 8+9 8+9 Design Pressure +/-900psf 4/42.6 pat +1-76.0 psf 36' 29' HeaN9ia C4+1 C4N C4+2 04+21 C4+} C4+1 C4+2 C4+2iC4N C4N C9+2 C6+2 C4N C_4+1 C5+2 C5+2 C4+1 C4+1 C6+1 C5+1 04+1 C4+1 C6+1 C6+1 DLO Jamb 8 6 8 B 8 8 8 8 B' B B B 8 8 10 8 10 t0 10 10 to 10 10 10 I� P-hock 6+7 1647 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 7+8 1748 1 7+8 8+9 8+9 B+9 B+9 8+9(8+9 8+9 8+9 8+9 8+9. 8+9 Design Pressxo V-90.0pst 41-82.5 Pat +/-75.0 Pat OH LENGTH �-- 42, a5" Head'SBI Cq+2 04+5 C4+2 CA+2 04+2 C+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 06+2 C5+2 C5+2 C6+2 C6+2 C6+2 C5+2 c6+2 05+2_06+2 6F+2- DLO +2 DLO Jamh -B 8 8 8 8 B 9 8 8 8 10 a a a 10 8 10 10 10 10 10 10 10 10 Rigtlt 8t1 7+8 7+8 7+8 7+8 7+17 7+B 7+8 T+8 8+9 8+9 a+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 149 8+9 8r9 8+9 B+9 W orp - Design Plessum +/30.Opsf ' See Note Abelan +142.5 pat tl•75.0psf' = O� OHRATIOzi 41' Heat9S111 _ C_4M C4+2 Ca+2 C8+2 CM2 05+2 C6+2 C6+2 C_6+2_C5+2 C6+2 C6+2 C6+2 C5+2_C6+2 C6+2__C542 C6+2 C612 C6+2 C6+2 C8+2 C6+2 CB+2 0 �� DLO -- JiWb— 8 8 B B 8 0 10 a 8� 8 10 8 8 8 1D B ��10 f0 1D 10 10 10 10. 1D RhOax 6+7 T+B 7+8 7+B T+8 8+9 1 8+9 1 a+9 1 6+9 1 8+8 1 8+9 1 8+9 B+8 19+t0{9t10 9+10 8+9 9+10 9+1D 9+111 8+9 9+10 8+10 1 9No FOR EXAMPLE ON USII G TABLE,SEE SHEET 7. NOTE A+/-90.0 PSF FOR GLASS TYPES 4,4A,6.6A,7A,8&8A:+J-81,1 FOR GLASS TYPE 7 NOTES: _OH LENGTH - 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIOOH HEIGHT 2)WHEN USING THE 2-Y2°S(LL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL;POSITIVE WATER DLO WIDTH= DP IS 60.0 PSF MAX WHEN USING THE 4'SILL.POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7' UNCHANGED).SEE TABLE 3A DLO HEIGHT- 3)4',3-1/4'AND 2-11Y SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1J2'S{.L IS NOT AND DOOR UNIT HEIGHT-10.126' MUST ONLY BE USED INHERE WATER RESISTANCE ISNOT REQUIRED.MAX,POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION 13 NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.8(10' 4)SEE SHEETS 10A4 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COM�LY WITH CURRENT FBO EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE 13Y FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3.SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock I P-hook Lockstile @ lamb StraightAstrapl Lockstile 6) 90'Astragal Lockstile @ 135•Astwal Lockst le @ PRODUCIItexewco Assembly Straight Astragal Absembty go'Aslragei Assembly 135"Astragal dmybavAmd�ermtde Heavy-duty-Stges H2avyduty Stile Heavy-duty Stile _ Heavy-duty Stile Heavy-duty Stile Heavy-duly Stile Heavy-duty Sllle Heavy-duty Stile Heavy-duly Stile nu.1 lase 1 Heavy-dutyAstraBal. OUISIdi��Comer � Inside Autptatca e car== orncf - P1iaTidOade (Carne tside '.�0�Ot1Y.LYNN.74e,.74e, .. Instde ou Cara. Corner tIC�NSO '••'P % P: Partgsl{Stile} - Part(!61(Stile) part 6119(Out.) Parte6l(S9ne} No,58705 Part661{x11 Part 061 Part 661 Part a69(AstrapQ Part#52 Part 1(118(Corner Part 8120(In.) Partstf3l&g32 PaftffG1 = ` Receiver) (Corn.&Fxd Mount) _ C(,� VFATE nrdrorecuraodrowve DPANOANCHORA_GE rt t�PJ cE a xas SERIES 770 ALUM.SGD-LM IMPACT lssJG`N1n1t1�aG a: lD1 t600 aa.+nxt . «� Q.»na� a•F A LMir$MI(A PE. R itWN14 ave o.� ceAr.oFavr+lmvnv ' srra7ro NTS 8 d?? PGTD130 P_1557CS NOFRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE-C5'CLUSTER SEE JAMB (T)P-HOOK ANCHORS, SEE-CG- MAX.UNIT WIDTHSEEC5LUSTER DETAILS, DETAILS.SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FORASTRAGAL NOTE, "`'._l EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REOUIRES'C6" SHEET 10 FOR INTERLOCK 24"MAX.D.C. THIS POCKETS AND GO" M. CLUSTER,SEE \ PANEL WIDTH DETAILS,SHEET 11 _� x SHEET :'.� SEE POCKET G p-HOOK XXX«e / x e•MAX. JAMB MOUNTING WMAX. x xx xxxx - ;1 INSTALLATION. ADAPTER =� 'x x x THIS SHEET ANCHORS MIDWAY i W MAX &SHEETI4 SETWEENP-HOOK i ' i�� x 4 PAIRS OF ANCHORS ANCHORS&AT T' i x=FRAME. FROM TOP& i. 11--( OI ANCHORS 9G" (TOTALS BOTTOM l�' i®I �..1�1 o UNI 21'MAX. ANCHORS) .;,> MAX.O.C.` """III--- HEIGIiT O.C. PER JAMB I 4.051• MAX.TO OPENING a ®I. 1a•MAX.O.C. 0®=P-HOOK (SEE JAb1B .EDGE OF POCKET SEE a I O ANCHORS i INSTALLATION ipw ®f x•� DETAIL DETAILS'Je&'Kc', m 10 0=p.1100K BELOW) END PANEL SHEET 14&PART 0 i i ;U MOUNTING ANCHORAGE DETAILS W&'K', I j 3•MAX. ADAPTER x x 24"bV+X. ( (2 ANCHORS) SHEET 19 FOR a J---l® x J ANCHORS x --f O.C. If P-HOOK L____ ,F MAX. - x x x .�'�,�+ END PANEL ANCHORAGE ANCHORS END PANEL x' xxx xx x —= xx xxx x` x x x 6•MAX. T�—•ANCHORACE(SEE i ANCHORAGE >`-� xx'-x " �AN >�+'2• SKETCH BELOW) (SEE SKETCHDELOW) �•a2' aT a2• ANCHORAGE .• CENTERLINE WMAX..IYR" ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL 1 2.04° 24"MAX. EXAMPLE:6-PANEL6-PANEL 2 TRACK,90'OUTSIDE CORNER-llXWXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: — O.C. 60"x96•NOM.PANELS,ANCHOR GROUP 3I CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) g. SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED >� 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 'T— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.3 SHEETS 0-s: EXTERIOR HEAD OR SILL IFA SPLICE GO" ,I CENTERLINE OF HEAD&SILL:W MAX.FROM FRAME CORNERS..USE.SPECIFIED CLUSTER FROM Y1" E OCCURS AT THE P-HOOK. NOM, •.! INTERLOCK APPROPRIATE TABLES,SHEETS"AT EACH INTERLOCCCCCC��((((((AND STRAIGHT AND CORNER µAX• PANEL ' SEE"CS•CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OFA)DITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET IO ANCHORS PER PANEL.ADDITIONAL ANCHORS 24-O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLIj —�rGYOL tl1L° i 5.64" +2'ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR __ CLUSTER IS OVER 24',OTIIERW ISE ANCHORS ARE NOT crvrtma:� `` G'MAX. 3.5"- - - REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE JAMBS&P-HOOKS:G"MAX FROM BOTTOM,21"MAX.ANCHOR PAIR O.G.(JAMBS),14"MAX.ANCHOR �2-TRACK OFPANEL 2 O.C.(P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES.SHEETS G-5.SEE FRAME JAMB i P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR FRODUCTRENHW W "+2"ANCHORAGE aswmpIvb*.lAtAe FI id• REQUIRES SEE"C5'CLUSTER END PANEL lWildinSCadc _ > CENTERLINE CENTERLINE "C6"CLUSTER,SEE DETAILS,SHEET 10'. ANCHORAGE A<c<prmee No • ,). DETAILS,SHEET 11 INTERLOCK FOR ASTRAGAL: rAF (2 ANCHORS) g• R. 1oi�'"� '�--I2 • O •;` 4.051° Ii INTERLOCK II ASTRAGAL ; p UF CENTERLINE EXTERIOR '+21 ANC CENTERLINE °+2°ANCHORAGE--/ CENTERLINE f_-- S �T:. No.5S7o5 HORAGE �--- = OFPANEL 3 Of PANEL 4 �OF PANEL 6 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS , v" Sets awv: xnwr (aa!tett :��'• 5'iAICOr - x,,,x rdmrEdlNolaoraRn� ANCHORAGE SPACING A EXAMPLE PLANS T'• a Df+OP �� a vlsamd [-r` SERIES 77'0 ALUM.SGD-LM IMPACT "', L "' .Isaryaso-r�ov /ONA,1mo,i.� 6•wwa,c aw cess •+•+•w A.LI1 GILizx,P.G fONQ °0Y s soo-nd NTS 9 d 22 PGTOi3D p.El'JR .581a5 'CERLOFAUTH,fi7678B i ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I {FOR SPLICE ' ASTRAGAL OR SPLICE LOCATION i 8°DIAG. 2.04 INTERLOCK- IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK+-�""IF NEEDED 2.04" CENTERLINE CENTERLINE ' 'CB"CLUSTER DETAIL) CENTERLINE I I __ EXTERIOR � 8'DIAG. 1.75` y 7"y 7' 3.5" 21" � —4"DIAG MAX. "�.....Y...:.-- - 1 ..• 2.04° i O.C. 1' TE IDR •.,.,tt�ljjj��LL�...... 2.Od° s.._ _..�.. 2.04' 21" � .. - 5.64' MAX. { EXTE. .3'S„ ]"y E%�4"DIAG.'V+ Hit[ I 7° E%TER10H '-7" 3.6° O.C. ti'7" v 2-TRACK FRAME HEADISILL `� 2-TRACK FRAME HEAD/SILL `✓ 2-TRACK FRAME HEAD/SILL 8 MAX. 5.64• 04ASTRAGAL R INTERLOCK @ ASTRAGAL OR INTERLOCK (ul ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,"C4h ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REOUIRED,'CB") 6'MAX.Mi 1 ANCHOR PAIR }� I 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK —IFNEEDED INTERLOCK-I CONDITION,USE INTERLOCK —IF NEEDEDE%Te1110R ANCHOR PAIR CENTERLME CENTERLINE "CO'CLUSTER DETAIL) CENTERLINE 3 5" 2.U4"— 3.5" 3.5 T -----t--- ANCHORS MAY 6E INSTALLED 21" _EITHER-IN THE EXT.OR INT. -_,2.04° ."J'"-"'_", W MAX. TRACK(INT.SHOWN) 4°DIAG. + 4.08" _ 4.08" �. O.C. ^1 S.Bd" NOTES: I •-' I I 1.ALL.DWENSIONS SHOWN EXTERIOR E%TERfOR 4"DIAG. E%TEfSpR.� 3,5° 7' i MAX. RE BASED ON MNL ALLOWED. 3-TRACK FRAME 14EADISILL `� 3 TRACK FRAME HEAD/SILL ``7 3 TRACK FRAME HEAD/SILL 6" C(I?0 ASTRAACD1 INTERLOCK @ ASTRAGAL OR INTERLOCK ! (G?ASTRAGAL OR INTERLOCK T} 2.FOR HEAD OR SILL SPLICE (USE WHE(2E 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER t 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5- I ANCHORS ARE REQUIRED,"C&I ANCHOR PAIR P•HOOK SEE SHEET 0. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR {FOR$PLICE FOR SPLICED INTERLOCK--—IF NEEDED INTERLOCK (FORSPLICE - INTERLOCK+ CONDITION,DO NIT CONDITIONS ONLY: CENTERLINE CENTERLINE 1 CONDITION,USE CENTERLINE. USE THIS DETAIL) SPLICE LOCATION �--17� CO'CLUSTER DETAIL) 1F NEEDED 3S" 3.5 3.5" 3S" 2.04" 4"DIAG. 2,D4° 4°DIAG. 2.04° �Iywdd, eutle riJ W 2.04' 6.37"DIAG.f • 4"DIAG. Aa1 wa< a"DwG. 1 z.04" TV ...- Minna O°be y�. .r:� "j�i11f I)tt T. EXTERIOR EXTERIOR 7" EXT_ERIOR ]'�.. _� 3.S ` 3.5" `� �Ot4 JGFIT (� 4-TRACK FRAME HEADISILL ) 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEADISILL ASTRAGAL OR INTERLOCK LM ASTRAGAL OR INTERLOCK n ASTRAGAL OR INTERLOCK No.E87C5 (USE-WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED."CS1 = �s-�------ ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,"CS") WITH&WITHOUT SPLICE CONDITION ';-0 U•'� j"(3•i,S. .�!4� n"een Ia R.,m„a a.,t :�0 STATE ii'v°en Lc� eve ANCHOR4GE,EXAMPLE CLUSTERS , s/oMA.`r�` ',S (si0<eatsw — `� SERIES 770 ALUM.SGD-LM IMPACT _ rt 111110% A.LYNN MILLER.P.E. 190 PE.46E705 JR�ienwt4 =T.OFAV7I:LM2X �' scaTru NTS 10 r 22 PGT0 i 2.04' 2.04"--► 2.04"---� INTERIOR 2-04' NOTES: iwerdOR I TErIORTjNERIOR 1.ALL DIMENSIONS SHOWN ?4"DIAG. 4"DIAG. 8.84" 7 /l ARE BASED ON MINIMUM 0,12' 6.tY 3.6" 3.5' ALLOWED. f TEWOR I• INTERI'JA 7° INTERCO INTERIOR 2.DETAILS DEPICT ANCHOR 0 3." 90^ 3 1 1' QUANTITY AND SPACING, cxTE(tioR AND WOULD BE.IOENTICAL EXTERIOR _ Ex7Ea1oa. 4'DIAG. '4'DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. --� 3S° 4" 3.5' 4' 3.5" 3 4' / Ex�g iT�ny 1"ANCHOR 2.06' EXTEWOR 2.04" 7 2.Q4° ERIO 4" 7" EXTERI a 2.04" � EXTERHIR 8.94^ 9D°CORNER 90'CORNER 135'CORNER 1351C R-E 2-TRACK FRAAIE HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HE CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER ��"'OF PANEL ANCHORS ARE REQUIRED,'C4" ANCH RS ARE REQUIRED,-2E) ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,-q62) 4.08" '+Y ANCHOR INTERIOR _ EXTERIOR INTERIOR 4.08" '+1"ANCHOR 4" 7.41" „- - - ;«,".� 204" .-;; 4"DIAG. INTERIOR III OR ! 0° 7° 135' _ EXTERIOR _ I_..OF PA RLlNE .3 I 3.5• OF PAN[L. 4,08' "" "43"ANCHOR 74.08" "" " -•x- 5.37"D AG. G.37' G. -, CEN7ERLINE 2.04' 3.5' 4" 3.5" - 4. OF PANEL - - 4"DIAG. EXTERIOR 7" Ex7EWOR r' r 4" jNTEEXEM R ALL '42"ANCHOR 3.5" 90 CORNER 135°CORNER n_ VIEWS 7" -i-OENTERL/NE 3-TRACK FRAME HEAD/SILL 3-TRACK FRAMEHF.AD/SILL V ('C8"ANCHOR CLUSTER REQUIRED ('CB'ANCHOR CLUSTER REOURED �`OFPANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT 1 E R 8.12" ,INTERIOR 2.04' 2.04° 3.5" 1Y CENTERLINE 4" Exiem�g 5.88' INTERIOR ~OF PANF1. MRIO gp 3.5" t 135" '+3'ANCHOR 4° -2.04" 7^ IAG. t P O� RENSWED 8.1Y 1 AmTV Ho -' •t 7r7 "• 7' EXTERIOR 4�I .LClJ 2.04' "3f5" 4° pl, �-► 3.5°> 3.5" m;-i avle TI EKTERIUR 7 4"DIAG. EXTERIOR 4° I CENTERLINE ��aV LYNN \�gyp..,..:..... ! 001 CORNER 135*CORNER 2.04' �QFPANEL ,•C:.•��ckvsg'•.�tty, 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL �' •:it�� ("C8"ANCHOR CLUSTER.REQUIRED ('C8"ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEAD/SILL 74 I4p,53705 AT ALL 4-TRICK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOORRLAYOUT AYOUT _ r -i•�� (3-TRACK SIMILAR) �,1•�, �` .°e,c wx rtn�auortm° '��•' f `ATI OI :•�� faro7ErJnnt00r0Rng ANCHORAGE,EXAMPLE CLUSTERSs4OR1gP rr vENFL3tsTs tuf/+eaason SERIES TTO ALUM.SGD-LM IMPACT sarwae �.: . a..+,a, +a•' A.iJrd�iMli��P.E. JR afQlf4 CERL OFat1M.Y1929e 600.770 NTS 1 11 a22 PGTOI30 P.E.n 58705 INSTALLATION bETAILS EMBEDMENT:SEE TABLE A,SHEET EMBEDMENT:SEE TABLE A,SHEET I DGE DISTANCE: __MIN,OF3THREADS BEYOND _ E EDGE DISTANCE: - _ _EDGE DISTANCE: THE METAL SUBSTRATE EE TABLE A,SHEET 1 S SEE TABLE A,SHEET 1 1 SEE TABLE A,SHEET 1 E TF.RIOa 2-1116"' +--•+F- 2-1116'- NOTES: _ 114' _. .._. ` 1/4" 114" 1,ALL DIMENSIONS S� i MAX. SHOWN ARE BASED SHIM EX*FR?g3 .--�`- �_,7 �'--«=.�..- r SHIM x7ERt a ._- ) SHIM ON MIN.ALLOWED. . ..... .-.. (�-7 { .._ 2.METAL OR WOOD EMBEDMENT: i u � `r ''{{{{{ 7flpp� SUBSTRATES SEE TABLE A, Ute! t I 1 USED FOR ALLFRAME SHEET 1 - TYPES PER TABLE A, 2X WOOD WOOD.ANCHDR TYP., 2X WOOD WOOD ANCHORTYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 8 TABLE A,SHEET 1 NOTE 4,SKEET 1 &TABLE A.SHEET 4 aa :TRACK FRAME HEAD 3 TRACK FRAME HEAD 4 TRACK FRAME HEAD 'DIAGONAL O.C.IS WOOD IN�STALLATION 3w S WOOD INSTALLATION Cw METAL INSTALLATION MIN 4"(HEAD SILL) OR 6"{JAMB}SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WODD SMS ANCHORTYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR N4TES TYP.,SEE ANCHOR SEEANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3.S14EET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 4,SHEET 1 SEE NOTE 5,SHEET ..� NOTE 5,ANCHORA. ns NOH05 t I �� THE METAL SUBSTRATEIN.OF 3 THREADS 1(114"MAX) SHEET 1� SHEET 1� _ . ". (114"MAX.) r _ (114"MAX)T ^" E w R iT_ __ "- EXTE, to - ..._ EX7ERwR{ �vµ , TABLE A SHEET 1 2.1116" 21116. -I 2-1116" 1 EDGEDISTANCE: EDGEDISTJJA'NCE; I EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,S EET 1 SEE TABLE A,SHEET 1 EMBEDMENT:S E TADLE A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET 1 FRAME NME SILL TALCK ALE SILL WO INSTALLATION Ew WOOD INSTALLATION Kw MEINSTALLATION EMBEDMENT: EMBEDMENT:SEE TABLE A,SHEET 1 i EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 �) "_� - SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, METAL TYP., TABLE A,SHEET 1 y 1 SHEET 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: 2X WOOD I ( NOTE 4,SHEET 1 . SEE TABLE A, `--- TYP.3EE.ANCHOR SHEET 1 T1YP.,SEE ANCHOR , PRODf7CTRENRWED NOTE 3,SHEET 1 NOTE 3,SHEET 1 � 2-1116"' �Jfdi g B wltA ft elattdn SMSANCHORTYP., __ € anlra;�caaa _ q J 2-1l16"• 1 SEE ANCHOR NOTES tfi, pau i WOOD ANCHOR TYP., \� 2-1116"' &TABLE A,SHEET 1 ( 1 WOOD ANCHOR TYP., MIN.OF 3 - _' X •t . SEEANCHORNOTES L� THREADS &TABLE A,SHEET 1 +t1 SEE ANCHOR NOTES ExrEwoR &TABLE A,SHEET 1 r~ BEYOND THE 1 EXIERIOR METAL ``` NX woi EXTERIOR - I SUBSTRATE '� �c>=NSS•'.••P i 114"MAX.SHIM 4•«-- T'I_ 1....,.. `� V 114"MAX.SHIM-►I1-.- 114'MAX.SHIM I•"'-' Z Nu.58705 .- ®2-TRACK FRAME JAMB (02-TRACK FRAME JAMB 4 TRACK FRAME JAMB G:' WOOD INSTALLATION Hw WOOD INSTALLATION I�w7 METAL INSTALLATION i1,'�v�' i, = S11;LE CP jJL - "'--..... t070rECHNGL00YQANE ANCHORAGE DETAILS RvexrcFa.�am mF-_..__. ��C^S'••._....•-'•N`;: fattNeoteao SERIES 770 ALUM.SGD-LM IMPACT �S1dNia4 F. Ev�.. Jcrpr.oFlUfH.aznaa SGnalo NTS 12 22 POTDf30 REr<as7os INSTALLATION DETAILS . EMBEDMENT:SEE TABLE A,SHEET -EMBEDMENT:SEETABLEA,SHEETI NOTES: CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED A.8 HEETI 2-1116- PER TABLE 2-1/1E"• PER TABLE p.1/18•+ ON MIN.ALLOWED. .--;,�: � A,SHEET 1 A,SHEET 1 - ---r-:---fin 114° 'DIAGONAL O.C.IS ExTEIUOR .i :; i ;`' ':� s MAX. MtN4" FAD8SILL) _ {+ SHIM OR B"(JAMB)EEE EMBEDMENT:J _ 114" EXTERIOq ! 1/4" EXTERJUR 7 DETAILS,SHEETS SEE SHEET 1 MAX. MAX. 1 0 811. SHIMter' SHIM i PROPERLY SECURE01 CONCRETE ANCHOR TYR, PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 W0613 BUCK TYP.,SEE SEE ANCHOR NOTES 8 WOOD BUCKTYP.,SEE SEEAN.CHOR NOTES S ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 � c � ISADEHEAD Ila 34RACK FRAME HEAD CONCRETE INSTALLATION BCONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR 4P., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP, PROPERLY SECURED IX SEE ANCHOR NOTES 8 WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 WOOD BUCK TYP„SEE SEE ANCHOR NOTES 8 WOOD BUCK TYR,SEE TABLEA,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEH SEE A SEE ANO MUTES.SHEET NOTE 5. NOTE 5. t- 1(114"MAX.) SHEET 1 - SHEET 1 (1!4"MAX.) _ __ (114MAX.) - EXTERIOR I - 1 EXTEMOR EXTERIOR 2-1/i6" CONCRETE 2-1116 2-1/16"' - PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2 TRACK FRAME SILL &I 3-TRACK FRAME SILL 4-TRACK FRAME SILL De CONCRETE INSTALLATION Ec CONCRETE INSTALLATION W CONCRETE INSTALLATION EMBEDMENT:SEE I TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEF .�,.I SEE TABLE A, TABLE A.SHEET 1 wl SHEET 1 _ EDGE DISTANCE: PROPERLYSECURED EMBEDMENT.,SEE ( SEE TABLE A, 1X WOOD BUCK TYP., TABLE A,SHEET 1 `1. 1--1 SHEET 1 SEE ANCHOR NOTE 3, 1 EDGE DISTANCE: SHEET 1 PROPERLVSECURED �•J SEE TABLE A. PROPERLY SECURED 1X WOOD BUCKTYP., 7 1X WOOD,BUCK TYP., ;:'' OWC7 NENeWeu ••.I SHEETI 2-1116"' SEE ANCHOR NOTE 3, ',i SEE ANCHORNUTE3, :. CONCJCMUANCHOR W�MiallfloPt SHEET i ( ..I 4 } SHEET 1 . .t j TYP.,SEE ANCHOR_ c (� 2-1/16"' NOTES 8TABLE A, 'VIM <D�e CONCJCMUANCHOR �� I CCNC./CMU ANCHOR2-1/16" SHEET 1CONCRETE 20 TYP„SEE ANCHOR ry— NOTES 8 TABLE A, TYP.,SEE ANCHOR _� C OR CMU timui ua . SHEET 1 CONCRETE NOTES 8 TABLE A, EXTERIOR PER TABLE u��`�V EXTERIOR . OR CMU SHEET 1 '� CONCRETE ��T'LA,SHEET 1 •QI`�..•.........' - PER TABLE OR OR CMU �T F�: v�cerv,g .p 114"MAX.SHIM-,+�1.- A,SHEET 1 V V4"MAX SHIM --►�Imo• PERTABLE •' J A,SHEET 1 114'MAX.SHIM �2+T4-TRACK I-�- 'h:• N°.'8705 RACK FRAME JAMB 3-TRACK FRAME JAMB I 4 TRACK FRAME JAMB \,W CONCRETErCMU INSTALLATION He CONCRLTEICMU INSTALLATION Ic CONCRETEJCMU INSTALLATION rTATr 0r �a>r;; turoTECNrroiooroRrvE ANCHORAGE DETAILS TORO" 0 ISOF 7W.— te+wsatcoa SERIES 770 ALUM.SGD-LM IMPACT EE� a.x A.LYNNLIILLER P.E ,M aMpry4 CERTOFAUTN.17. M Sao-no NTS 13 d 21 PGT0130 P.E.psaTos INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAMEJAMB SHOWN ARE BASED REQUIRED AT-ALL 2.693'MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE MBEDMENT:SEE TO PREVENT DISTANCE f 2.FIGURES ON THIS WATER SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 `Y P-HOOK MOUNTING ADAPTER INFILTRAT ER - CONCJCMU ILLUSTRATIVE ['cs� WOOD ANCHOR TYP., PURPOSES ONLY,SEE �+�� ANCHORTYP.,SEE �V.l - =. SEE ANCHOR NOTES rLE A,SHEET I EMBEDMENT. ----�--—�='-�"--' &TABLE A,SHEET 1 •�- � 2e �ANCHOR NOTES& qLL D APPROVE O SEE TABLE A,''') -- _ �e (ALSO SEE TYP. ': -- - r,T TABLE A,SHEET 1 SUBSTRATES. SHEET 1 1 - -- _ ILLUSTRATION,SHEET 9) :r. 1-114'MIN,EDGE DISTANCE �G DISTANCE:SEE EXTERIOR 3.SEE TABES 13, TABLE A.SHEET t EMBEDMENT: SHEETS 6.8 FOR SEE TABLE A, 7a P-HOOK MOUNTING REQUIRED P-HOOK 211 AND.P-HOOK EXTERIOR SHEETI ADAPTER CONCJCMU MOUNTING ADAPTER PHOOK W00D ANCHOR TYR., '':, ANCHOR NP.,SEE >� P-HOOK •� 'ti= "".-:• ANCHOR QUANTITIES. SEE ABLE NOTES — ANCHOR NOTES&TABLE &TABLE/i,SHEE71 CONCRETE LE EMBEDMENT:SEE ALSO SEE EXAMPLE A,SHEET 1 (ALSO SEE NP. CMU PER TABLE ON SHEET 9. ILLUSTRATIO ,SHEET 9) 2:893`MIN. A,SHEET 1 TABLE A,SHEET t (ALSO SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20#22 OR#24, Jc PARTS 916,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCREiEICMUINSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A 8 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEF.ANCHOR EMBEDMENT;SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE TABLE A.SHEET 1 CMU PER TABLE. M,IN.OF3THREADS ANCHOR TYP.,SEE A.SHEE71 - -- - - ANCHOR NOTES&TABLE BEYOND THE METAL "-'-'- ANCHOR NOTES A,SHEET 1 SUBSTRATE 8 TABLE A,SHEET 1 ".: .�.r` '• (ALSO SEE NP. (ALSO SEE TYP. EMBEDMENT: i�•t 1. ?„.';.. !��_.. ILLUSTRATION,SHEETS) ILLUSTRATION, SEE TABLE EMBEDMENT: t-IJE SHEETS) SHEETISEETABLEA,- DISTANCE:SEE :r SHEET 1 ABLE A.SHEET 1 1-114°MIN.EDGE DISTANCE P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOKCONCJCMU EXTrER�IOR p SEE ANChhhhhh'jjjjjjOR NOTES ANCHOR TYP.,SEE V . v1YbZ WllhftFladAn BTADLEJA,SHEETI ._ #und'-so-dv _ (ALJO SEE NP. ANCHOR NOTES SHEET � _ x.28' Accwl ,Na 2.893"MIN. A, 2.693"MIN. & ILLUSTRATION,SHEET 9) ESO EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE _ ILLUSTRATION,SHEET 0 "� -� r�- -� ) Mi+a,i pax v,(�IIgnC'nagyl•1 ®P•HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS U�1'�........;K� Kw PARTS#19,N21,#23OR#25, Ke PARTS#t9,fY11,#23 OR#25, `��,��;•CENSE•'•;EP METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A MOUNT SEE TABLES 1A,2A&3A MOU I �• x { 58706 '• FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _ „� 1o1oTEc,rvoioovalvs AIVCHORAGEDETAILS '••"...... � rc t,ExmE,,ns,2n •— J��'!cSS10NAL�C' (941)48a-I 770 ALUM.SGD-LM IMPACTW;GvL s a.uge aeee a7 o. - a.,: A.LYNN MILLER,P.E. JR 101/0114 -I� cERCCFAMLar2vmm a scoalo NTS 14 -22 PGTOi30 PEassTos ...._..._..... CONFIG.EXAMPLES _MAX.UNI WIDTH -��'"- MAX.UNI WIDTH MAX. NOM.PANEL WIDTH HEADER DETAII'A', DLO TYP.PER TABLES 1-3 JCORER SHEET 18;INSTALLATION WIDTH DETAILS'AW&'Ad. SHEETS 12&13 ---"—jPANEL PANEL 90°PANEL TYPE TYPE PANELIL'NT.TYPE 'OS' 'AS' TYPE SRNER'A' 1<' ANEET 11NOM. MAX.UNITMAX. PANEL � �• HEIGHT K DETAILPANEL WIDTHTYP. / DLO PER HEET 19HEIGHT SEE PER HEIGHT TABLESEXTFRIOR INTERIOR NOTE 2 TABLES 13 13 Gj C� X JAMB DETAIL'03',SHEET ! 18;INSTALLATION DETAILS GW&'Gd,SHEETS 12&13 SILL DETAIL V,SHEET 18: INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX 'DW'&Ue SHEETS 12&13 i SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125' PANEL HEIGHT=DOOR UNIT HEIGHT-1.886" #10 X 1-1/2° P)I SMS PH SMS RODUCM119NIMM —plyiv WM LM VA, Wfd -O j[ . PANEL CORNER FRAME CORNER � --OVA. r DETAIL DETAIL NOTES: ��rr1t3.........,,/C�� 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DPIANCHOR TABLES,SHEETS 6.8 FOR MAX. q �tGE�iSE'•., PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. N�,50795 'x 2)(1)LOCK(ITEMS 75 8107.110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. 3)PLEASE SEE APPUCASLE ASTRAGAL&INTERLOCK COMBINATIONS PER OPIANCHOR TABLES. RMtlY(. UW F"hb,t I awuld' �omTecwNoeooraRr� UQANCHORAGE DETAILS/EG4MPLE ELEVATION �.�--'Zolllo'-. - N.vE+xce,rzwTm �, ONAt��•`SERIES 770 ALUM.SGD-LM IMPACT I I I I 1 I I oro m� �m e`.r.•.tmr sor �e ob+ow a.r A.LYNNMILLERP.E JR 100114cEer,OFAUM.►'wM sr,n.sro NTS i5 d 22 FGT0130 P.E.p LBTOS CONFIG.EXAMPLES -INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET I5 � 'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; —INSTALLATION DETAILS'G%0&'Ge.SHEETS 12 813 ifIXEO JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAiL'A',SWEET 18; MAX.LJAMB DETAIL IGT,SHEET SHEET 18;INSTALLATION DETAILS'L7'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH J"18;INSTALLATION DETAILS DETAILS'Gw&'Gd, L2,SHEET 19 'AW VAC',SHEETS 12&'3 SHEETS 12 813 -TYP ( 'GN/&'Gc%SHEETS 12&13 SHE 12&13 EXTE IDR IRTER{OR PANEI. PPNEL PANEL PANEL TYPE E TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL 'R' L' 'D' 'A' ' TYP.E TYPE TYPE TYPE 'M',SHEET 19 MAX. A' �cz. ,OS, K MAX. IDETAIL UNIT 0'OUTSIDE CORNER PANEL UNIT SILL DETAIL NOM. I HEIGHTISIV,SHEET 19 8 HEIGHT / ! ! PERCORNER ANCHORAGE MAX WIDTH TYP. SEE PER 'D',SHEET ! PANEL PER SEE TABLES 18; MAX• WIDTH TYP. ! NOTE 2, TABLESSHEET 11 DLO TABLES 1-3 NOTE 2, "1� INSTALL DLO PER 1-3 TERIOR HEIGHT SHEET 15 DETAILS HEIGHT T'Ag�g 1.3 SHEET 15 EXTERIOR ��'xa 'Dw'8'Dc', 0 FX X SHEETS I2 ��..++�� /--,, NOM.PANEL 813 , X X WIDTH TYP. _ ( X X PER TABLES MAX.UNIT WIDTH -•-� J� i I MAX.UNIT WIDTH 1 3 SEEFRAMECORNER SILL.DETAIL V,SHEET I&. MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 15 2-TRACK 'DW&'De,SHEETS 12&13 EXAMPLE:90"OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; AST14AGAL DETAILS'Lt'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& @��, L2 SHEET 10� ^\ INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13� �9 � — HEADERDETAIL 1 ETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET '8',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jvl, INSTALLATION JAMB DETAIL V,SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET `HW VW,SHEETS 1�&13 'Jo','Kw'&'Kd,SHEET 14 DETAILS'Bd&'Bd, DETAILS'Iw'&1d,SHEETS 12&!3 18;INSTALLATION DETAILS - SHEETS 12&13 'CW&'Cd,SHEETS 12&13 MAX.UNIT WIDTH r---MAX.UNIT WIDTH I PANELLI PANEL PANEL PANEL ]HEIGHT PANEL PANEL TYPE TYPE TYPE j -TYPE TYPE TYPE 'M' 'F 'M' .p 'P' MAX. MAX.UNIT NOM. � NOM. UNIT ROf)UCiRHEIGHT PANEL ?o f / PANEL ! HEIGHTPER WIDTHTYP. 5� f WIDTHTYP. PERTABLES MAX. PER ! � i SEE PER TABLES13 DLOTABLES 1-3 f [:JESI1-3 f OTE 2,HEIGHT i SHEET/5 . "AGBa,naa.O 1�3 X' X I X O \ti��D�(!YIJh 4f111'i --� ��' ;:0.58705 •.�r% EXAMPLE:OXXXp SILL DETAIL'E,SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; (3-TRACK,RIGHT POCKET) (4-TRACK,BY-PASS) INSTALLATION DETAILS - INSTALLATION DETAILS r •'�I?- tC- 'Ev!&'Ed,SHEETS 12 813 'Fv18'Fc',SHEETS 12&13 `.o'• 3 0 5, U7 ^nd7. twwc ww,a..• i��•'. STIIE O�� m, R 1onTEONNocoorORnn EJ+AMPLEELEVATIONS xvEuafrx.saaTa m. � s,••.....:. \ fwTl4aofeaoSERIESTTDALUM.SGD-LM IMPACT JR 10MO,H40'a "'' A LYNN I�11iER P.E. "" CWT.OFAVR+,A20m ' SOP-770 NTS 16 a 22 PGT0130 P.EA a87C5 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED IACKSTRE A TRAGAL AOTRAGAL ASTRAGAL ASTRAGAL INTCORNER - TCORNER EXT CORNER INT CORNER EXTCORNER EXT CORNER INT CORNER INTERLOCK OVrFJ,LOCK SR:.E W/HANDLE SOX OUT BOX IN BOX OUT BOX IN 00 LOCKSTILE 80 LOCKSTILE 80 RECEIVER 00 RECEIVER 90 FffCEIVER ]5 RECEIVER i35 RECEIVER TYPES OUT IN WMANDLE VWHANDLE Vllr1ANDLE WIIIANDLE ;WIHANDLE WMANDLE WI}1ANOLE Wf Nl . 11118 H118 1 11.31 SINGLE ' 'Lr -1� M2 Nif 1( 0118 '�17 687 k'8 ` 48f INTERLOCKUT �- /�''' F p p K�`••�� /'LLJJ '/ ��LLu� ' TR TQ TC TA TV TW N�R°OCK B E P A C C lC SQ SC SA �' SV SW IN (auoa (WX09 FIXED :Lm RR R S / ,- ! FD FC FV FW STILE / v '/ /• / laoxom moxw) UTILE D M wI HANDLE JJ ffl"-M IaoxaO dASTRAGAL 80XOUT - LR PANEL NOTES, wl HANDLE NoxouO / 1.SEE DP TABLES 1-3,SHEETS 8.8 FOR PANEL. ASTRAaAL / ,,-� SIBS&DESIGN PRESSURE. JODX IN - I Y / LEFT �SSITER_- RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF JHANDLE (+ro+a0 / PANEL �n EM°HiORELa PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS )- ASTRAGAL T U STILE �,/ STILE AND ARE NOT AVAILABLE. 0) Box an 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES / (DaXWO (DOXWIj PANEL'E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (1181),CORNER RECEIVER(IDR(AND EITHER LLl AuoX INAL T U APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGA 58119}OR INTERIOR(8120)CORNER tlOX IN faoX1M [eo%wl 4,135'ASTRAGALS TO USE HEAVY-DUTY STILES fq OILOCKs7uP u RT C� �� / (861)AND CORNER AODON(831). J wrHANDLE r;12 v Lu EXTCORNER SILL RISERS OPTIONS p--.x3r 90 LOCKST:LE Q T QS ear WlfrANDLE y11 I-�-•232' ^`� EXTFfiICR it EXT CORNER D81 / 232 E ER[Ort I EXTERIOR ,08x• 00 RECEPIER CT CSTjt,�� 1 T( .002. 4.055' WIIIANOLE d118 r/ J. z 5551'• 3.305 INT CORNER k61 1b07- . _ (_!I — �._�.. _ W�11ANDLEE , AT AS DF h-�- .DSr —•6-J. r — j -� -z . EXT CORNER MIS /�� SILL RISER.FAT• SILL RISER,FLAT SILL RISER,FLAT SILL RISER FIAT 90 RECEIVER �,lF ` "F 1_712^ x0 LOW.2-1t2" MEDIUM,3-1i4- 24 HIGH.4" EXT COFiNEBl N.11 I-t/ -.- 750' ~1 Imo_.75T PRODUCT ilwf4� fab RECEIVER VT VS I V F I: EXTERIOR buildurd(?>de WI HANDLE#8t i I .750' ,DOr A=- EXTERIOR c«YNo '�/ �/�� EXTERIOR E%TERiORI EXTERIOR (i"1 g 4uwn Dee 135 RECEIVER i WT Y Y S Y Y F I / /I].-'I .308' (�j .OBZ' (I-I •082' V- 4.055' Wl HANDLE \t ;Y rL+f it �-.082' 1; 2555' t 3.3105' (�4vmi1),Y,•.P� t4Y j'• (r_I_ t.ssr b It'd U_In �1 �..��_ I �- ��;.�OCNSE '.•P i 1N`FLUSH,ER, OA* SILLx1 LOWRIS R BOX 23 MLL RISER 14O' X R5 HIGH,4IS' BOX )Y:: n0'Cn 05 •'.]'r z,.�.,i„�.^ NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6A O .�Ajt, , •Ui- rororECNNaaoruarrt PANEL TYPES cu- vSTAKE Of Z, c FtocLor ��: -roilr�o-+eao3az,6 SES 770 ALUM.SGD-LM IMPACT e �5 ......... A LYIW1,11LLLA,P.E. JR' lafa/4 m� cear.acAuntr5e ® saa7m NTS y17 a22 PG70130 RE 5870.5 i ASSEMBLY DET, ILS (SEE SHEETS 12-14 FOR F R INSTALLATION DETAILS) 106 Pi1Ll PANEL JAR1B LFN('TR 60 OR 61 105 OCK PART NULL LENGTH is i6 a to7-n _ 77 t4 tOSIIOFJAMB 6Q OR 61 I ---L 5 600861 16 5 _ EIN 60 OR 01 2-TRACKJAMB w 2-TRACK JAMB (SHOWN .__ 6 SEE DETAIL GI 6LONG CLP#— 1-I 05 WITH - FOR FIXED t13'� t05 @ WI RETAINER#106 OPERABLE - 781 foi110 MIDSPAN (SHOWN WITH 1 PANEL) PANEL CLIP FIXED PANEL TO p�K PqRT SEE DETAIL G2 THE INTERIOR fvl E%TER1oR 103 113 75 a 107--11 103 FOR FIXED 5 6o OR 61 PANEL CLIP 703 �EXfERIOR .. .. 16 ..__.... 6 112 123 FULL LENGTH 40 0�_ 60 OR 81 4 ,)-I,EMERIOR d10%313• OF JAMB 2-TRACK JAMB 2-TRACKJAMB ,TI,E%TER10R �E%7ER10RE%TERiOR V SL15,x3 1 CLIP#BOOR#105 51 52 WISCREEN V 6°LONG j WIRETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB ® I .—�,�_ (SHOWN WRHH1 (SHOWN WITH H2 (SHOWN WITH. 11 (SHOWN WITH 12 (SHOWN WITH MIDSPAN ,� FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 2 1,E%7ERIR AOR 61 THE EXTERIOR) 53 ----a] THE EXTERIOR) THE INTERIOR) v vEXfERIR V1121 G4 7'/Ack 113 113 55260 69 XTERIR E7RERIORE)�DRa - a jehL-TRACK TRACK MAX.UNIT OPCREEN I FRAME HEAD SHOWN WITH (6a\2-TRACK REENFRAME..HEAD c FRAME HEAD HEIGHT PER TRACK TABLES 13 53w JERIOR 69 69 52 51 �/ti 72 OR 73 EXTERIOR 720773 RODUCPRFNIIWiD' \^' m..Ply w1d{lim piodds 48 11 D 10 gdldLg +s� A01AIS eNo 40 47 pE%tEil � 112 113 173 f ns Ltir.°l n.•x and 6 s �ONV LYNN Au(e 2 TRACK WISCREEN3 TRACK 4-TRACK FRAME SILL �FRAME SILL FRAME SILL ;tic '•�� No.567L'S ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 13,SHEETS 6.6 FOR DP(PSF)ASSOCIATED WITH STILE '"0 ' 1 3'�IS tIx •.n Rntl4c I uowu 'x' 9OTC , SECTION LS CAL N7�RtE0NA0L� aDR SEF:lEiS 770 ALUM.SGD L(M IMPACT ',O%sS�1�VA1`��C,C2 LYNP.E.` a•ee Qq°'m GER7.4FAUM PR7M SOD-770 Nrs 18 a 22 PGT0190 PF1158705 JR 10/10/14 I ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q INTERIOR 61 113 its 2B *-. T 13 2T 63 20 - 10360OA6f 62 111 63 BOOR6129 28 126 65EXIERIOR 111 82 VEXTERIOR �/ EXTERIOR INTER EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS ANTERIOR jj (EXT.OR INT.MOUNT)_ �EXT.MOUNT ONLY 90'_ � � BOOR 81 "MPART ' 7°6a oiil i ioiii6 sf -- 5 INTERLOCK I 1e 14 60 j 60 61 61 n. rl EXTE 113 I EXTERIOR 113 11 vV 07 V CIO 113 103 119 E 7 VY-DUTY ASTRAGAL#68 90-OUTSIDE 00'INSIDE Lt WITH STANDARD STILEaaMc S#60 �WITH HAW-DUTY STILES#81 N71 2,TR CK SHOWN NEIL N2 2-TRACK SHOCORNER 'TILE)ITEM SHOW(HEAVY-DUTY #0 STILE)SHOWN,ITEM#f10 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3.SHEETS"FOR DP (PSP)ASSOCIATED WITH STILES. 4 I�CR 31 LOOK PARTS 75 E 107.11 4 INTERIOR 6 5 4 INTEHIO 135° -11 m oamplTFiB wftl,lhe Flmide I 7 135" Rwtainacoae �,,,, I 14 6 81 sa 703 43.1 Smce Nu t x rou Wte 32 �.E%rEWOR 61 �j mi MAr ,u in�irifl AR 11 6 EXTERIORvym fi&107-1T 31 103 61 1a 7 E 135°INSIDE CORNER ��1�'.`�?'�•GGNsg/(�t��. 02 2-TRACK SHOWN 135°OUTSIDE CORNER ;-A; N0.60705 Or 2TRACKSHOWN _ - a i1'= k --------- TamTEcr nawaroR vE NORIZOMAL SECTION DETAILS,CORNERS ;gyp''•, srnS e oF':`\`� N.4EN1C&F13TT76 !fi '�.F•'.Roma?•••�C. --- j SERIES 770 ALUM.SGD-LM IMPACT , S a°7IO, , I1�LTNNMItlLEFL�P,E. Q JR 1TUl0/!-0 w QERT.PFAM9/ LW s SOPT70 NTS 1 19 PGT0130 a 22 P.EP 55T05 Item N.17 # Description Item POT# Oeacrfption POT PGT NOTES:. Dw ,# Dw .# 1)ALL ALUMINUM=6063-T8 1 173088 2-1RACK HEAD SB QUANE)MUSEAL BURASEAL SPACER(COMPOSITE 2 173003 1 2-TRACK HEAD WBH SCREEN RAL SEALANIYOESSKl�NT) 2)ITEMS.#33-39,57-69.66,7$.04-99, 3 17309 9 3--01ACKREAD 60 17325 017325 PANELSTILE121 8122ARE NOT USEDAND ARE 4 173122 4-TRACK HEAD St 17320 617328 PANEL STOE 01FAVY I1ulYj NOT PART OF THIS APPROVAL.5 173144 FRAME SCREW COVER IPL 17327 617327 BRERLOCKAOAPTOR8 173177 FRNAE HEAWJA618ADD-ON 63 1225 OTP240 VINYL.BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USEOF#12 OR lN3 REQUIRES 7 173041 27RAG<SLI. _ 64 1129 71720 - %LL END WEATHERSTRIP PAD MIN.#10 SMS OR S/18'MASONRY B 1730111 2-11RACK SLl Wi HSCREEN RAIL 05 17328 817328' OHERLOCKSCREYlCOVER ANCHORS 24"MAX.O,C. 9 1730707 I 3-TRACK SRL m 17329 017329 ASTRAGAL10 1731010 4-TRACK SLL 68 17339 017339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SLI.TRACK INSERT 09 17324 817324 TOP 8 BOTTOM RAIL 12 17315 617345 FRAME SILL SCREEN ADDION(SEENOTE 3) 10 17359 -017350 WEATIE{RSiRP FXIEN377N(INJECTION MOLDED) 13 17318 617316 FRAME SILL SCREEN ENDAOD4)N(SEE NOTE 3) 71 1895 71895 1-1/7X1•X3f4'H1TH FW SEALDUST FLUBS 14 17305 617305 2-TRACK JNAR M 8(53 18153X TANDEM ST.STL ROLLERASSY. 15 17302 617302 2-TRACK JAMB WRtI SGTEEN RAIL 73 8153 78153N: TANDEM NYLON ROLLER ASSY. t6 173M 61M_ 3-7MMC K JAMB 74 SLICONE W W4 4 D(1VY-995 OR GE-7700 17 17311 617311 1 4-TRACK JAMB 75 8185 7810 GEMINI MORTICE 3-PLY Ol1AL LOCK WILING TR&1 ELATE 18 17322 '017322 SILL.. F •FLAT,FLUSH,1-0..' 76 _ 71032XIFPFX 111032X1"FC.SSSIXRIW W/TYPE"F"TIP 19 17319_ 877319 SIiLFUSER-BOX FLUSH,1-1W 7? � 7103239 1"2 STEEL ZINC UNLIT 20 77521 017321 SILL RISER-FLAT,LOW.2.112° 70 17357 617357 1'IG BEAD ---------- _ TI 17318 817318 SILL RISER-BOX LOW,2.1/2• SO 17359 611359 7/16"BEAD!FWD PANEL CLP 22 17355 817355 SILL RISER-FLAT,MEDIUM.31/4" at 17380 817360 9116"OEAD 23 ! 17354 617354 361 RISER-60A MED11M,3-414" 62 1224 STP247K VINYL BULB WEATHERSTRP 24 I 17323 617323 SILL RISER-FIAT,HIGH,4' 83 61745 1745 LONE HC,UT'X ilte-SOL SIDE ADN.TAPE,POLVEDI. [21 17320 617320 SILL RISER-BOA HIGH,d" 100 8452 48052 ROLLER ADJ.HOLE.PLUG 17333 617333 POCKET PN0OK 101 72087 J4L108UMPER 7070 670YO NEOPRENE BULB WSTP FOR PAOOK 102 1896 71695 DUST PLUG 17334 817334 POCKETP4iOOK MOUNT103 8188 78188X I"KEEPER ._.....................-.17335 811330 RHOgKCOVER 1046 7SOKEEP SCREEN LOCK KEEPER 17348 6173461 POCKET P4iOOK FOR BOXRtSER 105 17344 617344 FWD PANEL CUP-("LONG t7378 817378 135 CORNER 106 17352 617352, FD O PANEL RETANER-9116' 17376 6173161 135 FWO MOUNT 101 1739 71739; HANDIEKR-NTERIDRRAISEDWRHTHUMBTUBN ITEMS 4063 ARE SCREEN PARTS: 108 1740 71740 HANDLE KB-RAISED EXIERK)R HANDLE 40 4319 6122581 ISCREEN SIDE RAIL-LOGKSDLE 109 1131 78162SN HANDLE KIT-RECESSED INTERIOR%TH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET _110 1732 78178 HANDLE KR-RECESSED EXNERIOR PULL 42 418181 ISCREEN KEEPER SPACER SET 111 71OX14PPSBAX e10 X314"PK PN.TEK-S.S. 43 8152 0852 JSCAEEN IRERLOCKAOAPTER 112 1 M. 67818WSlrP,.2TOXA70-FIN 44 4428 64428SCREEN 00066E IHTFJRLOCK 113 1112 64008; ,187"X.239'FNSEAL 45 4317 612258 SCREEN TOP RAL _ 114 710Xt15PPX 810-X 1.112- 48 4318 812257 ISCREEN BOTTOM RAL 115 710XPFT, 910 X 1' 41 688 78RAZI ISTANDARDROLLER 116 720XtX 914.20XPS,& PRODUC7RL*ik' *SD gw1818w F1miO4 48 BOB JSRAXI STANDARD ROVER-ST.ST.. 117 720XI12X #14-20X14/2'S.& as mmp3Y8tBoi14irc3Cnde 49 4344 64344 SCREEN ASTRAGAL _ 410 L733e_ 617338 9(1 DEGREE CORNER RECEIVER A ,DNs 50 17349 8173491 O)D SCAEEI4 ASIRAOALADAPTEt2�--~• 119 17337 017337 90 DEGREE OUTSIDE CORNER ASTRAGAL 51 1843 816921 SCREEN SPLINE-.165 12017378 _8117338 90 DEGREE INSIDE OORNER ASTRAGAL •Bp"__ R2 1698 616941 SCREEN SPLINE.-.15(r 123 17352 8t7a5Q F0�6 PANEL RETAINER,71$^ Mium,Do,kt(g4µ51 p�)m 53 B1BIdc1 SCREEN CLOTH `�.`ON`!4 NN•7.1J((��i� . 54 )725 i!2"X4"X U16'SET.BLOCK,NEOPRENE 85 4S ��`,:'�CENa'E'•;�� i 65 1786I 1'X4-XVl0'SET.BLOCK,NEOPRENE flS NS s `i: �•�_ NOTES: * No.setas 1)ALL ALUMINUMp T :1 2)ITEMS#M9.57791'667a,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 16 w we xeAme: �. _ 6Ti:Fecr'" 1o16TEcr+Naoornwvr PARTSLIS7 �LORLu�.•'C�,- k lwpw r1.312w m % SS/ONAI.G 1041}460 teoo SERIES 770ALUM.SGD-1 MIMPACT A.L14LLER,P.F. JR 1WlOH4 CERT.OFAUDf,#29M 3(1ATT0 NTS 20 a 22 POT0130 P.EA38705 5.089" -8.582° -�� 1.36" �� 1.38" 1,87Y 1.211' _ 1.018" � 0.062"---o 0.081° 0,091" 1@2-TRA K HEAD 10 4-TRACK SILL _ SCREEN (6063-T6 AL) (6053-T6 AL1 571L 6.199" (8083-T8 AL) 8.NJ8" 6.526" 5.069" i 0.066" ° 1.211° 1.505 � r 1.983" o.osr 0.081" @2-TRACK HEAD Wt SCREEN TRACK 03-TRACK SILL CREEN _.. `J(6063-76i L) (6063T6AL) 82-TRACKJAMS 45 S (6063 T6 AL) TOP RAIL SC 7.105" RJAMB W/ {6063-T6 Al) 6221" 8SCREENEEN TRACK 0.080" (6U83-T8 AL) -"-I 1.36' F�- (((��,... 1 -+I I+-0.875' (J 12,1" 1.505" ip- (6083-T6 ,36"�1 ..... 1.OAU1 3 3-TRACK HEAD O2-TRACK 51LL W/SCREEN TRACK. -"'ti', i0.062" AL) 0.081" (6063-TEAL): { SCREEN � ( 40 80TTOM RAIL 9.142" (0063-T6 AL) 4,49" 0.081" 0.00" j rTl4I Ff T 1.211" 1.508" 7.105" n- 0.081"- 9-1d1°4 4-TRACK HEAD 02-TRACK SILL (6063-T8 AI_) (606376 AL) _ 2 --� 1.514' 0.060, OnOC1'tiBN8W7n 0 • 0.7�6-0" ..._. 1.2F6• . 8eA"ocna"oe":ynt�,:p(tw8tlo"Puc" 0.060" f 190. APimiO,!f't n�eNwo [oa Pt Oc FRAMEHEAO/JAMS SCREEN 12 FRAME SILL SCREEN 1a FRAME SILL SCREEN ��t y LYNA 1f �77i� ADD-ON @ADD-ON @END AOD-ON 3-TRACK JAMB : 6�-••....•. ee (6063TOAL) (6083-TEAL) (6063-TB AL) @(6063-76AL} REQUIRES MIN.610 SMS REQUIRES MIN.#10 SMS OR 3116"MASONRY OR 3116'MASONRY 17 4-TRACK JAMB No.58705 SEE SHEET 17 FOR SILL JISERS. ANCHORS Q 24"MAX.O.C. ANCHORS Q 24"MAX.O.C. (8063-T6 AL) y it =' ttl wm+>cr+aaoornwvn EXTRUSIONS MVEalCk.FL,91174 mr •t" FtOR10�:;'(2\�•` (s1r}4ea leoo SERIES 770ALUM.SGD-LM IMPACT ^'�;SS/pNAI JR 10110/14 A.ISFtuklt� ,�'.E. °ni8j°�" a °' cear.ocaurna7Px+e ---'�' �6CP770 NTS 21 d 22 a.�a POTDi3D m.• P.E.C5:705 i I MIAMI0DADE i4rIA1II—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 0EPARTNIENT OT'REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect Room 208 I OARD AND CODE ADMIiNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mviv.miamidade.gov/economy PGT Industries,Inc. 1;70 Technology Drive North Venice,Fl.34275 SCOPE: �his NOA is being issued under the applicable rales and regulations goveining the use of construction aterials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— P>oduct Control Section to be used in Miatni--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 t e right to have this product or material tested for quality assurance purposes. If this product or material f�ils to perform in the accepted maturer,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 Miarni—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sleets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant . LABELING: Each unit shall bear a permanent label with the manufacturer's naive or logo, city, state, sTries, 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 ni change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dystributor•s and shall be available for inspection at the job site at the request of the Building Official. . flus 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. 14-110"1 tKiMIAMIDADECO �' S G.°�� Expiration Date: May 26,2016 ,...� UNTY . Approval Date: February 12,2015 `�� tS Page 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 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Unifoini Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A---1 thru E-1), dated 02/28%11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under-previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th 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 5th Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control Section Supervisor. anue D. Gasco 1,P.E. Product Control Sectiou Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: I+ebruary 12,2015 I , i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBI 9TTED I - i. 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 Series 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-z SUITABLE FOR ALL LOCATIONS♦jEQUIRNG GENERAL NOTES: NONIMPACT OR LARGE AND SMALL D p t)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE pppg MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICALAPPLICA71ONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY ANEXPERIENCEDINSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.__.___, MUSTBEANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.......... ELEVATIONS__._.._._.__._.__1 Qa FIGURE I: 2)THE TYPE AND NUMBER OFPNCHORSIS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS �x MULTIPLE OPEMNO WIO HFOR VERTIC+LL LRILL NICHES Tom MULLTOZI(WOOO_____2 MULLIONS I - INSCRIB®INSIDE HAVEBEEN TESTED AS'FREE•FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MU-LION CLIPS BUT SHALL MULLTOIONNOTNRY__2 I19TAIJARON NOTES_____2 4' sEp�oErALs RBOTAN6uLAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MIALTOnw6OemY_.___.__, _ 6NET81J MULL TOSTEEL STUO____S I"-- — S)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDlOADS CORRESPONDING TO THE REQUORED NVLI TO MUIL__._..___1GO DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHORSPEC3_.__0 N IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTEWTATE CUPS_ V L Zy 'L1 BAY MULL INS 4 UI 1%2%.125 FAMLALSP- ___6 --, TY Y 4)FROPSEALING OF ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND BEYOND7HE SCOPE OF THESE fa15 A1LLN SPec_6 W INSTRUCTIONS. t X 216 X.,TB AAALSPEC9_] _ / \ ,X 2.T5X.66 MILL SPECS__8 Z w N SEE OrHEi6ll4L / I.� ` iii \il 6)USE THE COMBINEDWIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURESAND iX 1125%.M-WAL5PECS__S IL1 Q a O y,�Ty to II \1 _. .. ..... .. SEEOETAAs ANCHORAGE FOR THE COMMON MULLION, EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER Iz4 X.125WLLSPEc9__._..__tD K^ f L+A y A 4 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1%4 X.1161 MMU.SP Q m \ ..I .• I, _ _ SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1x4%.216 T•LIULL SP[cs_tf ........._. ,.25%1,88X363 MULL SPECS._,2 OPEN.NG 1.26%18%.IDB NUlL3PEC3__t3 = LU L �T 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125X3. X.6MMXLSPECS..._14 B 2 L pTM 1.25%S84X.624NUULSFECS__I6 5$ til I +rowLLra 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEBEYONDWALL DRESSING OR STUCCO.WOOD BUCKS BYOTHERS,MUST 2X4z15MUUSPECS_.�16 Q Z _sEEOEwLE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2%6%.z,AML3PECS_`.,1 N a AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X 2.H X.i25 MULL SPECS__1D F �- c• REACTIONS. 30'%125 FAYMULLSPECS.__.19 Q p(n p 46'X136 BAY MULL SPECS_2D MULLIONB CL p!"`SLON3.._21.2J FENRTMf10N B)REFEREN CE TEST REPORTS:PTL-6443;E1C0 ULTRACON/AOGREGA70RNOA'S;AN51lAF8PA NDS FOR WOOD CONSTRUCTION; E%NdPLE5182.._____..___.24 PBapu,ms L,nv ADM-ALUMINUM DESIGN MANUAL LOADING E%AMPLEs�.___.._S W BE OF ANYIYPE. MU'T� D)MULLIONS MID CLIPS HAVE BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING f W N N BUNUFAGNREO avppf. CODE,AND ARE APPROVED FOR IMPACT ANDNON4MPACTAPPLICATKJNS.MLilIONSAREONLYTOBEUSmWITH (D Q 3 3 -.--------- I I'j--- PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 6Q.$pQ Z N N /6EED6TA19 10)MlAl10NS ARE IN COMPLUWCE FORUSEINTILEHVH7 ygy E�;K �xo141 a "METs21 11)QUANTITY OF UNITS WI7HINAMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING k 8 LBW,H M_ON, WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA MAL - LENGTH INSTRUCTIONS: 11 DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING USING THE ASCE-?STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULLCONFKiURATIONS: 3)REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-REPRODULTILEVLSBD u mmD18638vM Uv VIoHdL HDR6.AttALLENDM 4)FINDTHE CHOSEN MUWONS MULLION CAPACIH)0 S/FT'I FROM TABLES tATFUYOUGH ISA,ON SHEETSSiHROUGH 211 RESPECTIVELY,USIJG U.MI (ybe MEAL I--LpEN owmTN—'I i` ~ THE MULLION TYPE,LENGTH AND OPE MNG WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A N6 'I LFNOTx I' f--- ---- MULLIONCAPAGN(LBSIFT'I OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT RBSIFPI FOR THE OPENING OBTAINED IN I+W'1N1rn,Dete IG STEP 1} tiF(a4i.✓.V..]..�. ( I OPE-1 6nCa ..._.......__.—...�........ 1.... � /eD Rbe�dv'rl CanUM 1 OPEwNO MtUu I xEtG�Nr\ I 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FINE)THE VALUE IN THE NEXTCOLUMN ANCHOR CAPACITY REQUIRED ILBSI.THIS VALUE .Ih+d E ,4' HO VERT. REPRESENTS THE WIND-11 TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTNN THE FULL MULLION CAPACITY. xEwert �, Lexarx ] d N uw. � 1 LEND 6)FROM THE ANCHOR CAPACITY TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ``n L,�M\ON ANCHORISUBSTRATHANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THERC-0IARED ANCHOR Qti:' LICEMSF''•YF•�� ___,...__.... JJ.. --.—. .... .:...........-�:�:.. .._ CAPACITY IS MET. � >}; SINGLE MULLION SINGLE ULLION -� oPENnc\mDTN�„ _ NO�SD70$ L,>}- FOR VFATLGLMAL 7)IF THE MULLION CAPACITY LBS/FT'1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESS URE REQUIREMENT(LB51F7'1 FOR THE , ._�FOPE.R�M,AW�FwLLI,•.. OPENING.YOUMAYUSETHE'ANCHOR CAPA.ITYADJUSTMENT FORMULA"TO OBTAIN THE IOWEft ANCHOR CAPACITY REWIRED.WITH THIS ='D; VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE sQ•--. rS.,T(V�� `\sEE DORRESroNDINa DErAns MULTIPLE MULLIONSF S Sj FROMFRGURE I ABOVE. B)VERIFY THE DESIGN PRESSURE RATING(LBSTT')FOR THE FENESTRATION PRODUCT TO BE USEDANO COMPARE WITH THE FINAL MULLION i,,(Ks`:F(OR CAPACITY(LBSA'T')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION \ PRODUCTASSEMBLY. !S;6(NAL Mflk!gK"ENG`` e)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT. A.LYNN P'.E, FL P.E.058705 C�gC 6 DETAILA: DETAIL B: M1WL11ONa$ MULLION TO 2X WO D BUCK rAxRLroN MULLION ATTACHED TO 1X '"GizRSTaW TrvANwwR EY° ANO �PERR SN95TRATE, O OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHTBWT SEE SEE TABLES 10.168 '�' u (OFFSET CLIP SHO WN) (STANDARD CLIP SHOWN) SEENOTE I I MUILbN SHEET H- p 9EE SHEEiS //' b MN 3.i KSI EDGEru ERMER INCA I� ` p 31-t]fORHdE /d°' 4 I' CONGiETE OR GM M1•I OLSTMIa. j W STANDARD 1 �`II� LOCATIONS J eSEESEE TABES U N OFFS ma ` dBTANCE �, e '�\ i \` EO�GEE i0-168 W O U nllsusnloo: d �. - 1� �...(((,,,///slaE /1 d ° •�� I I I "` y\I ,uwans F Z SIDE VIEW \ ALL MUlLi0N5 e�n -� O J STANDMD U �\ d° OFFSET MAL Z 7� a 'LLD 'yOF Z W If j u -.. \ • a .� a `u \, f INSTALlEO BY j F EMERIOR \\ EDGE 4 �\�C /7,71 \..�� O5T FW a \ate Z Z Q O IAASQIAY �� ¢ U O L �-"A� FSETCANCHORSM:NDEOEXTER�\ FRxeEm� ns,dlT� I // E VSEO F010 RFMME TIDES. U Z a 0 0 a z 11 YP.ANw oR &ir�w EP RSU05 RATE SFA SVBSIRATE. � TYP,AN "` EE TIBIE51&1� 6��PER SV05TRI.E TNRE5IB-18B,EIABEOLtENT // i BUw(SiftIP/ ..._.. pN0 �. %t' ENBE0.NEM'•R SEE NOTE I. ..• YOTNERS ..._._ •, .. p e ISE<�NOTE I. MW 2.T N51 CdACRETE OR CMV .• •' CRODUCTRBVISHD SIDE VIEW FRONTVIEW Omt=Jn ,, d Fkdd6 FRONT VIEW INSTALLATION NOTES: Viand ia9s ProJuel Comrol� 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ONLY.NTITY OF BECAUSE THE AN SAN MULLION SIZIS SED PA ABOTLY ON THE ANCHOROR RLALTO CHREPRESENTATIONDISTANCE. +SYYCaY LYNN ,Ai ONLY.BECAUSE THE ANCHOR ACITY IB BASED PARTLY ON THE ANCHOR 70 ANCHOR DISTANCE,THE '•••••••' / � ��QY�i•UCENgF;•., CoRRECTOUANRTY AND LO TION OFANCHORS MUSTBE FOLLOWED,REFERTO THE TABLESON THE �`A_ •,y FOLLOWING SHEETS.FOR DET JLS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. ND.58705 •: 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAJ,SEE DETAIL C.SHEETS ��••'• 3�Si/IyE'(j lfA�� JS,. 5)FOR MASONRY APPLICATION$S IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED ;GFS•:c<ORIO�,.%'��: ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ��s/�• NG. A:'eYNJ ER. .E. FL P.E.0 58705 ' DETAIL DETAIL E: C: ,y ,x,wN MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOT T,ES• MASONRYSTRU. RE ramuat C (U-CLIP) (STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN'TEE-OR'CROW J �� MERSECTION& �'�h� vAREs o 2)MAY 8E INSTALLED HOHORIZONTALLYEISHER'141E( � 1 t j T1P.WJCHai �r (SHOWN)OR VERTICALLY. GI 'PERSUBBTRATE, OLP 'i AWBLLn' \ ; SFE TABtES,BfrB _„ a15TALLED BY '-� t �$$ •I`\��'I li I p `., _maulS�Na� y IAVtuaf -CLIPDRAWINGS21-23 TOP VIEW FOR CORRESPONDWG MULLION. '•D km � tws NErom tl qT "„?\\''o 4I 1 INCIIORS VAWES -�f Q l I I II<1 4 \� /"SELFDRLLLVIDgiI PAE-0RILL � K� LTJ \ �1. `�`4Y ._NLLDa1sW U8E SM5 ILI LU O$ O EXTERIOR r1"�*., d'�ya EDGE -•''' 1,i — AW�"SDa //..rWML..WTRSECRatS9RER FwvaEtrPP-s. EXTERIOR Z All�fA PFRZ •�- GEETADIE5SUES—TE, i C• Q /J ry ...._......_r. SR—21S IDR '4R " 0 O-/i B4ICKSTIYP �P RSUD$TMTF, SEF RQELOCAT[ON9 � FRONTVIEW x. "• � . BrSRoErSRTEnt.s. --t.sr-zsxemz..sl_c.o!Nrn"�FTE aRaw atsrArwF INST Acs �i SEF E�l to cu) fMFNEQ TmCOU"OAwSIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUO (STANDARD CLIP SHOWN) INSTALLATION NOTES stR4crunE T)ANCHOR EMBEDMENT TOBASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Tm.ANOSDR A "•PERSUBSTRAiF, � 2)OUANTRYOF ANCHORS DMULLIONSIZE 3FfOWN ABOVE ARE FOR PICTORK REPRESENTATION sEE TAp1E5 fB.49B "7 sFe sR�xs �y, ROD CFABWBBD ONLY-eECAUSE THE ANCNO ClPACITYM"$ED PARTLY ON THE ANCHOR To ANCHOR OLSTANCE,THE »aDPIkE44wADgvFTwfdi CORRECT QUANTITYAND LOCATIDN OF ANCHORS MUST BE FOLLOWED,REFER TOTHETABLES ON THE x13TTOR ddlogOoh FOLLOWING SHEETS.FOR DF,TALS AD.EITHER THE STANDARD OR MTEMOR CLIP MAY Be USED- ~� Rot£ tt<9'8"Nn� DI /^ IOCATpNS 06a 3)ANCHOR NEAR TYPE AIRY BE PANHEAD,HE%HEAD OR FLATHEAD. \` -eawL ff _+r �� irmi the Ptoputt Ca+er d)WOOD BUCKS ARE OPT1d�AI-SEE DETAIL C,SHEET S. 5)FOR MASONRYAPPUCATIONS M MMMFDADE COUNTY.USE ONLYMIAMI.OAOE COUNTY APPROVED ELOO ULTRACON OR ELOO I r S.S.AGGREGATOR MASONRYANCHORS POA STEELSTUDSTIBxNER1WN SEETABLE9 ```�'1�.•••••••• M/. /� FRONT VIEW ,B�DAE•A�rwg a�WnP�M�e�D.nnc 1B.3e ��Q•:'• 410ENg�'•-;(F�f ATTAetIhIENi BrorRFeea. No.5B7 EXTERIOR use wooDARcxansPErs OS 7tC SIDE VIEWJ, - NOTES: 1)FOR 2XW006BAMDSTEEL STUDS,WORD %�.n'•, S7 ANCHOR VALUES MAYBE USED. 2)SEE CORRESPONDING MULLION TABLES. SHEETS 5-20.FOR QUANTITY OF SCREWS AL NNMII'CE`}3,RE. FL P.E.P 68705 DETAIL F: DETAIL G: DETAIL H: �:5 FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CUP) (ANGLE CLIP) ' 0 SEEDET/Jl9 AE L'Yp Yi % SHEETS 2AND SFOR WSTALUTICN 30•di 1S• •�- ry BAYM R TD SPECIFlCSu85TRATES N �\ ANLl1U4 i u� F O O Z �K-7, W / O O O NF O O O O O O W j IN O O TOP VIEW g y SIDE VIEW 1 1 m U o O snonNwlrN 1•xrz.las• TOP VIEW 1 i rn vl Mutuox 1 1 I Z EXTERIOR 1 1 i 1 i ....s,x TAes lw 7 O b I I sEE rneLEs 10B oR+sB Z j giFFi / sTANDARDeIuuwNa� I i - eswsT°nniE. FEXTERIOR F'3 az to NOD:FIEDTO FR FlELD I SEETPDLESI&100 p yJ7 / CWWilON3 I `�T I V-T% DLN. ~ Z Q Ol CZ � � I I� 2PEN IMLLI MU110NEND,MUSTOE � O Z N WSTALlEO INSIDE OF BAYMIhL F, F W 0 Q ANSTBE INSTAUM d fn (n •.!. \ I 1 INSIDE Of MAt. y` SEE TABLES f&faB INTOWODD. STEEL ALUM ALu,s EEL, sDctwro BE EXTERO� oR a MCWOT Y MWFEDMfD. j �� EzrEBlo11 1 l PROD CF SED ON �oll .{�"` / -`•�• / OuOdI�DylOFdo NhILeFlWIEt ® F: l f e a«rpm S-0� 1NTowcoD,sTEEL F °D, ALUM CMUORNUSDNQY 1 O f !. Eta• 8 ® oEs� LUSR`w—)Deeo'5—Wodun P'omf T` / FER NICIIDR 441111111!1!! EDGE .... ...®........_..._..�_.. mTmce £ NOTES fOR INSTALLATION OPTION G a H: O 1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIC S F: No.SWOS •- 1)DETAIL ISNOT APPLICABLE FO THE DAV OR I.W.211•X.125•MULLpN. 2)DETAIL G:SEE TABLES 11344D FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE /f•Y h 2)SEE TABLES 1B.13B FOR ANCHQR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES ISB OR 160 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE Qom:, $yp 3 ys;•�� 3)THE 2X5CUP IS NOTSUITABLE R THIS APPLICATION. LOCATIONS �(:S'•FlOR1U�.+'G��: �''�S��NAL Luft A.LYNM MILLER,P.E.FL P.E.R 50705 TABLE to ...._ of Mullion Ca aci Table IbWW) Opening W1011i((omdkeV parrirg muDva)or Opening Ndght(forhwirArtePYoperNfg rmPsms) q� SON 601n 70m 6DM 601n IDDM 1201n IleM INN. M.Ien90u..TiryJmnV. Repenptl« Awe.4 Rtttanpd«. TnpTdarg.[RWInPAu 11aplMmp. fixtergWlr TllplfAap. Reefenptiv TmyMay. R9timPAv TepRAanp. RooNaµler T,rpiniar p. Rmlaplar TmpldanB. yk I x2 x.126 L-5v LmdmO LWdnp Inadig L-,Ia Lmdn9 .e Wednp LWdnO ImdnB LPeay Lom9n0 LWdn2 Iaa6nB IAadllp Loe9n9 Leld+w LBndy �y Z(}" FFT as.Tabs g g^ x = > = F x § s g g x a s x x x x a = s Mullan Li z � N 0 42N Ilt. 105 129.5 ON 93.2 toe 115.6 NO 70. IDB 1D7.e nI 4W IDI' ]19 62.1 4W 101.0 ]iB 619 108 101.0 Oto N.e IN 101.0 319 399 109 We 119 35.0 IW EWA 319 J W NN 11.9 312 519 2W 421 312 131 292 W.9 312 6I.0 21e63.2 Ne OIA 312 of. 2M 31.5 012 01.0 211 311 W2 81.0 211 288 912 61.0 2N LA Oil W.05a625N WA 291 tae VI 2 201 813 NO ISA 261 5&7 2N 291 3212E31599.1 NO OL9 281 49.3 219 2072 201 19.3 216 22.8 IN t9A 218 Me 281 49.3 219i3 w o o Wm - 211 01.1 20] +39 247 49A 2W 3TA 21] M8 IN 21} I1.s IN 26.2 247 ]9' IN 28.3 247 36' IBS 21.6 21] 38.1 193 1&8 .1 39.1 1'72 I61 217 36A no T pJm 9&4 x00 I1.2 t]0 J20 No OS' IN 2]' 200 31.5 163 24.0 200 2&B 160 21.3 200 27.1 159 ID.2 NO 25.9 +5] 16.0 300 2572 158 w J SNO, .1 101 35.3 159 2)72 151 301 I. 23] tel tab 119 20.1 fel 2a5 146 1&1 191 EB IN I&a lel 21.1 113 2 NM 2672 IW 3072 I42 $l0 1W 28.1 IN a. 1W _al_ Ib I8.0 iW 21.0 131 z �g TIM 222 Il0 233 1x0 B5 1]9 HID 115 158 139 17.5 116 R � W }Bm lei 71s 10.1 1W &r Hs IB.e 101 U Z rem n3 n6 fu tW TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: F o$p I Anchor Ca acl Table ibe ANCHOR CAP N svmwla 2}e co«aLe ase- -uErred emu PT~ &.I. (DP_)X� NIr Ne111`SS Eta Y16'Ela f11•b5 E. SIO SIeaI .1-.1D1251M MLALION DAP.,�„r.., w x MchorCBp PaC9me Arcbri}m: YIr Et9mwco.O 1l4•FkoWracm Llr EkoUVmm 1/1•Eto YOxao uma<an A9pnaemr MI.. AW-.6aee L¢s1 scm.(as) sasx(¢s7 USE THIS FORMULA TO OBTAIN T1¢'ANCHOR Ly y y Ea9n wlmna(nz r 2.f? W- A aloe• r 2fIC M, 2 r sur z• oW aWCAPACITY REQUIRED'CORRESPONDWG TO PN-LLP 1du• r Isre- lea• �,In ACTUAL PRESSURE REQUIREMENT FOR THESWIM W6. WI. I12ImOPENING,WHEN IT IS LOWER TILNJ THE MIALION WA Kn ]e5im WA WA WA New N5. Hao lm CAPACITY(FROM THE TABLE)OF THE SELECTED $1I91m 0N. I- Naw W5. Ifm. MULLK)N,IT WILLYIELO AMWIMUA7 ANCHOR NIA 'WA WA WA WA WA WA NIA r15me CAPACITY WHICH MAY BE USED TO QUALIFY IADaorl Fc4p(Fq.53 tBl. 195tH t25. M_Slm W2mi 1351m HOw ter. 931. 413. 1]0. Him 2W. ADO IONAL ANCHOR OPTIONS FROM THE WA WA WA 3410a Id2w 580<M ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE JE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: TABLE NOTES: Plc DUCIrM-WISED • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. UOEI6ny� 31hfpwd. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. +(1.000'j-- Aatp'mmoNO �a, �VdreWnl3�m�' ¢��o 2)LINEAR INTERPOLATION BETWEEN MIALLENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3Bc Pm un CDD1m1� 3)MULLION AND MULLION CLIPS BROWN ARE NOT IM SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. • • • • HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2?- 2.000' ILIIIII II II} FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. LINN1 ANGLE CU MUST BE USED W PAIRS, O' 4)SUBSTRATES:CONCRETESIWLLCONFORM TOACI SPECIfICATIONS.HOLLOW AND i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL8E PRESSURE-TREATED - FIGURE4: FIGURES: FIGURED: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125' - � No.58705 LTHICIL EASTSTEELSTUDS708E AM,INIMIIMGRADE3METAL HATHICK NDATIS LEAST SCREWTHREAUCTURAL TO SBEYONT f-X YX.I2S MULLION ` LEAST.126'THICK AND 7216,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Q"�"��- THE MATERIAL NIO&7212 ANCHORS INTO WOOD MAYBE STEEL,iBb 9.S.OR410 S.S. -x-0 --£ .S�nNA4��G``• A LYNUMILL�ft,P.E. FL P.E.g 58705 TABLE 2A MOIDBn Ca ec Tabu meld' �� Opening Width(fe-Al lyapaMrg ImYlow)crOPening Haight(for halm[Gaiy aparvi[g mWic.) r^� 1 4saw .1. win wk, 12ab I-n twin of Recl[BBW nro,D ,fes T,eylminp Rauf ,Tl- RamegUu TnpT6up Nw(uyNu Tap1Nr0. Pecnmala TnpTNry. Itenla1oJu TnPMap. Pe[IonpuNl Raprm[41 Nacieol,a{Vrn%-q p 1:21.371 -sea Lmf„0 LmSo. I... -'a In,.. -ft (MIND LoeEm teerm LmBq Lw. luafm Lmf'vy InWLy [w5p LoaE4. Ina3,0 �Y �c�c�c Aft-Tub ca in W1211 IN I I, 1 11 1 11 um Imo em 1mA Lv 16u wx ?.a m IMI mx van me 11].8 FHx tots ste no 662 1548 m1 wa. Sm Ime Bn Ts.T 4ai 1646 .1 64.D on imp 811 w.1 Bm me m1 � W 4aN 121.8 491 1xBA IID 1mA w) rex 110 Bap w] =7 4w 710 w1 Im8 YH 81.6 wT m6 J91 wa w1 m0 Jw L61 w} w.0 m0 OA Sot 80.0 5w 040 wr w.0 266 W mm3b 1m7 4w Ila 2TD m4 aw Ba. 3" x1 Lw Dna sot a Oa wa xm 518 0, M.] M7 118 4w No ]so 432 4% mo ase ]la ase wa sv ai 4% oto ase � O�O� 00 61b 614 4% m3 315 '{1.2 4. No 4x3 ale 4m R.7 m2 5x4 400 B1a ata 47.1 dot &A 316 421 4m G21 Jf4 5SB 4m G1.B 11] w.6 w BLB 31J xii 4w aLB 31J to P F- wb 423 3m TAD - 448 m1 51.6 xr0 441 ]24 ..a M4 Oar 3N MA xw ]1.9 421 O.a 25r 311 3N 420 2w 260 Oxo b.6 x5] xT2 0x4 LOS Tw 19.1 and rA5 ID I=- [m0 J 6Jm G30 281 5J./ 157 B 2H 4a2 2O as 291 1x8 241 336 281 ]AB AI x88 x81 ]1.1 2N 30.8 xw Jag xm x24 281 31.6 T10 T- -i- 92 284 334 xw 1G9 xD4 wA 2w � 7 wb 4ea 298 428 xw #OO 268 42d 726 311 x69 Jr.S 211 282 2w 31.1 tie 260 No m.8 215 xxL 2w iT z1x 186 294 29.0 z10 16l 288 xT.) xw tab x60 27.7 208 Z N S nn 3e.D xn wP +w mo 2r, ]zx 141 x7 2M 2s,4 21s 226 ae 1m xio 225 as +m ia0 m at 1. %. >xi xia Or 1. -e ta.e 1m U.3 2x IDB 1m E W W rah mB xm 310 11J 2aa 2m 27.2 to 218 tax 2] 18.2 2m x1.5 187 Ire xm 1aT tot 11J XO 1d4 1w 128 x1R 16.1 lot tae xm 119 tot 9.4 2w 168 iw ? or 8 Z /3b xi3 tm Me fw TSO im mt 1. xi2 182 220 iw 11.7 1m t0.7 iw 111 1m w IL2 1m lna Iw 1f.8 Im 15.2 152 10.1 1m 144 lot e.D tm 14,2 iw a ] Q N O WN no to t8.0 tm 1G4 140 IG1 t1B � � Z win 162 III I" in (/S �� i�Ra'• TABLE 20 ANCHOR CAPACITY ADJUSTMENT FORMULA: W 8 S Anchor Capacity Table 01,21 OR CAP-Z) X SWmml¢ znlm,lm 150�,.a. _ xmo«wu Fam alu PT Waoa WW (DP•)X( =ANCHOR CAP.,,. N N N MULLION CAP.,.,, 91S Elw W'Sa Eia Yle'ENa ve is Etre no suet nzsro5 atxmea X Q O O AnNOT CSp PottamD A2b11kp ],IB'Eko tLm[m ANCHOR i/C GYSUm N18'Om W[wm IA•EIwUVe[w wacm Aw,.o m[ Muson A2Dcoela Bcrc.(os5 somn(Bsl srnwmsl USE THIS FORMULA TO OBTAIN THE• EOJe dsune(mk 1• 2RS r 21rr Jim• r 2nTY r xd7r z 2.ve• z a46• as4• o.m4• CAPACITY REQUIRED'CORRESPONDWG TO AN a � Z,;Q Emma•.4m(N} 1.v4• 11n• f..v lm4• i A. MA' 1411 1.u4• 1.W t•u4• z 13'T 1y°• rl[e OPFNINACTUA .WHEN REREOWERT IAN FOR THE xAw Q0.75•Hb.o.G7s1eti6rNa4msm C3p6b 1Y. awlm Jw. Oman_ realm nNare zro. 2wma isoM rwlm w41m Boom a4Dlm all. 4421m Two. CAPACITY ITIS LOWER THAN THE MULLION 4amum.01.16•Nm.Oa!°lvwm(>oceg alDP+Bfi 4w an lm as WA NIA WA rUA 2wm[ wA x'A wA WA wA 6e�ms ws ms tUoma CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnOm®5•ern O.Gr(phsAnOb 0.'ml(FiD.]C rot. 1mm eeotm %so. m2BDn'_xom5 5w. wn 7m lm T4elm am an lwx ma wx. ees15F Ilzo. MULLION.IT WILLYIELDA MINIMUM ANCHOR TA¢awa®OAYIm.O..1U ba.12YANn(F4L Ik wA ILA WA WA WA WA WA wA N. NIA WA wA rot WA i154a CAPACITY WHICH MAY BE USED TO QUALIFY f AK6n/FOm(Glp Bk 195. IDSb x286 4N. Sri. 1]5M fObe tr71m 310. 191. Jm. Olim iia. x11. xw. ADDITIONAL ANCHOR OPTIONS FROM THE 71 mm�oe tIvm o.wF"o f2 Zxm. vo. rot wn wA wA tot. WA WA xa WA WA ut. 1421m sot. AN CAPACITY TABLE NOTE FOR THE OFFSET CLIP•USE E SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTREVISBD FIGURE 1: FIGURE2 TABLE NOTES: a. by cl tvM Uo PloddL�M'` • • • • t7o Com. 1)SEE SFIEETI FORWSTRUCTIONSON USING METHODS, AND SHEET 25 FOR INFORMATION ON LOADING. 1TN0• SEE SHEET92O FOR GE NERAL INSTALLATK)N METHODS `. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWASLE. 41aw1 l4 n 1rol -1 FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 2.0001 l 111 I I I • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21.23. 1 � "o LYNN 4UAl1i�� / FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L GENg ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT-FILLED x '•. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 00D.WOOD SHALL BE PRESSURE TREATED s No.58705 FIGURE4: FIGURE b: FIGURES: YELLOW SOUTHERN PINE WITH AN SO OF Ob5.ALUN41NUM SHALL BE 6063.T6 AND BE A MIN[MUM OF.126 �� •: THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.045-THICK(18 GAUGEi STRUCTURAL STEEL TO BEAT I•XTX]1SMUWON �� LEAST CK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND /�i S LUQ 11 II - 1 THE MATERIAL 010 S 112 ANCHORS INTO WOOD MAY BE STEEL,1.SS.OR 410 SS. �PQA'•. FATE'UF SS7�NAL g"I A LYNN MILLER,P.E. FL P.EJ 158705 i TABLE 3A M010on Ca aciToblo(Ib5M1 _� Oning Wait;Nr6sftca a,-... am)or Opening Height 0or1n61aVe6Yspalr4rg mm:on) C C pa 5010 fON i0N wN min lmin 11oN 1101. INNy¢� I.Z76. R911mprW R•pr6vN, RN+n- TnpROntp Re11wIpBU Tre1N6Drg. 14Mrply TrapTMnB Re4lnpav lrapnANp Rw.rylat naprtal y. RKlarp9ef TapTAM9. RNlvply TyR4arq Ra1mWp TIay0laq. y"0 lOadca lmd' LmMp L0Mn0 t0M09 LOuma Lva0a0 1a0to Loeanp IDMnp LOaOryI LOMnp NMnp LeMo9 LONny bM0a Lopry IaMnp �y ,77a Num. Tube Z. law IL 61, 11 1 1 a 11111 111-1 El 1 61 # � z IsmF- QN Imo 111 1170.01 135 Imo ]N 1]0.0 &74 Un0 NO U0.0 W 17010 907 Iran 519 1710 tlfe 17o0 511 IIOA IN0 111. 571 116.7 1101 IiOD I 511 U7.e IIN UOO 611 111.5 not Rao 521 O W u1. Ima Toe Roo ON Imo ISO UOA MI RO.o 897 UIO BN Im.O I1. Rao ON 161.5 1119 DOD 677 n6➢ 1119 1m.o IN Rn9 Hat 1- No NA Ina 110.0 No 66A 1159 It" 650 So375m noo rR tm.o $10 voo eae ne.o m1 terA 1oa Ro.o eat 110.5 ION tmo 7a 09,5 tmx 1]0.o ru IRA lou lroo 7m m.o It. Imo ree oD Ian Im.B >se n,1 1m2 no.o rse s m NN I70A m] 110.0 61I 151] B01 1]0.0 ®I IMI 601 iW.] n0 1109 9W 1526 740 1W.a 9m 140.0 i11[K6 Wr 111.1 110 ane 901 140D m9 10.1 TDI 110.0 )m 60s 907 110.0 im m O mw 111.1 n3 1513 675 Ims 235 110.3 Gil Woe 710 1169 Sm 851 735 106.2 NO r4/ 735 093 MI na 86.1 618 %a m5 81.6 511 m4 in DIA 5T4 41.1 135 el➢ 1- 2 j WN 171.9 660 IlnO U. 101.6 660. 111.5 561 fl.0 ECB 96D Ni 103 169 mt Die 8107 No 6]D 611 rDN 1060 601 11110 w ea. 607 941 511 747 6m 85.0 601 663 601 777.1 191 me Bal 713 0.]e 607 11.6 181 N] 601 ®.1 116 ND 607 IV oN a, m1 621 171EN eld !10 Bae 14] 60.0 610 n.0 IN 60.1 10 bd 128 0.10 510 67.0 119 131 610 W] NJ S10 500 Im 10.0 610 10.8 101 1B3 610 11,• ]99 153 !l0 4] 399mN SIA ISL . LOO Or. 153 111 392 111 4. 61.1 3e> 10.1 {y9 10.6 3r4 MB Ib NA n] IN 41.6 NO 140 159 111 m2 NO NSB - Sm 111 156 u.r In JILI 761. M2 435 IDA NI 5]3 1.]S BA9 1n /0.9 435 186 MO 40.1 135 44.7 ]60 35.1 435 109 IM 135 11.1 351 145 115 NA 314 E1 IN 10.6 N1 10.1 133 371 SIO41. W at Mt. 31.8 IN Ja1 IN N.9 321 31.8 161 gal IN m1 215 a] ]11 25] at W a] 236 UA W V.0 267 14.9 W Ioa 2% Z IA Z W O _ Q n Z � fil 2M 33.1 7 1 ml ler 10.0 151 11.6 181 140 1/B 11.5 107 ]).1 N/ la1 101 m.9 210 R] 70/ 19] 337 HA 181 19,9 0.3 N X pp p 210 2/.i 203 m3 E} 30.0 mt ti.i 0.r 16.0 193 15.1 a) 140 IBSInn216 E.1 1 141 215 19.1 t81 16.8 215 16.0 IN 1M I}9 107 U X Q O O TABLE 38 ___ ANCHOR CAPACITY ADJUSTMENT FORMULA: d Z.N N Anchor Co try Table be xx�_ O x0 ANCHOR GIP.,,e,„, StDSMIe 2.h Cosrtln ].55 Can[. IWon qeU Pot4tlW PT Woof M61A Nm)X( )oANCHOR C.AP.,. Yle•6Aa U4'Sa FJw Ylr Clea U4.5SEko BIDNM /120150.1 /i161etl MULLIONCAP.,.,.,,,• Anchor Cop Pattame Arcbr RPO' YIP Ekomexm 1/1`Ek9 Ul0xon 1'16'f -ancM 11/'Eko UN1Im Mo-am a9ncehr wFuoO A9YIaNr Screw lcs>scrnlw7 scawN3l USE THIS FORMUIEW ORRESPBTAWTHEANCHOR Eqp Dllvva O0C +' xfrr r zt:t• lur r al¢ 1• x-vr r aur T 410• as4• O]N• CAPACITY REQUIRED'CORRE511ONDING TO AN Em6w9na6ro7 Iyr w0.• IS'4• +.v4• 1• rR1• 1.111• 1=v1' 1.u1• Ian• 1.Or r I" +.]re• se6•. ACTUALPRESSURE REQUIREMENT FOR THE ]AneMn®l15•AVn o. IS INu09+N Cb0(fb.11. J D] 390W ISOIOa em lb 1611 De 2m DI 3m1o1 710 De 110 De 374M WIM No ba 101. 442150 SMD. OPENING,WH EN IT IS LOWER 7HAN 7HE MULWN •arcs.®Lir 6lh ocrsresu(v0lv0tsp(143 x5 IN. rm D. LAA wn WA LAA J401es ''WA LAA w0. RrA LAA am D. euD1 ++m Ds CAPACITY FROM THE TABLE)OF THE SELECTED 1AneMv.@rL6n aa/a127]M(pe tlN/Iro.a1. imlxi 76ome rmlm +sur lm imam s10 Ds sur Ds --A_ ]m as 7101» woos Ie92 Ds mDa ess lee Rm D. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AmMw G0AYAb6 QGIIW6f,IMo.125'7JwT.IM.1} WA WA W'A WA WA WA WA WA WA WA NIA WA WA NA jI CAPACITY WMCH MAY BE USED TO QUALIFY lnneu.rr-0.P Pq.s3 It. _WS D] as ms NSILA ea9s wms Ro ms 777. v9 F. fe7De__-. Inure 17.. .Um 7m D. ADDITIONAL ANCHOR OPTIONS FROM THE 2-101-10.':O.C/111.Rb.e1 NODa 150 Df N'A WA NIA WA +W DI WA WA WA WA miw 112Do im D+ ANCHOR CAPACITY TABLE NOTE:FOR TIEOFFSET CLIP,US� 2 3.1o THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CLIP. (�CIRCLEO VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ODUCTRBVIS®J 2wN!the Fic" FIGURE is FIGURETABLE NOTED:1)SEE SHEET r FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PrMOeICImwI SEE SHLL SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 I 1 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND]OR OPENONGWiDTHS IS ALLOWABLE. `� ONY LYNN A,"",/ 3)M LION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 2.750' HOLES TOBE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 31' Na.58M FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ANGLE LLIP MUST BE USED P4 PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UPIT(CMU)SHAL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED 375• ;),'� �,t�iS .:w_ YELLOWSOUTHERNPIUP WITH AN SG OF 0.55.ALUMINUM SHALL BE 606376 AND BEA MINIMUM OFA2S' j` • • LHEAST 72S'ELSTU S TO BEA MINIMUM GRADE M THICHMDA3G.ALLANCHORSINTOMETALS4HALLHICK(18 EXTENDATLEUAST3SCREWTHREADSBEYOND.STCYURAL STEEL TO BEAT +'xz.Tsxa75•Muu.[ON sYo,At. THE MATERIAL 0108012ANCHORS INTOWOOD MAYBESTEEL,I"S.S.OR410SS. �/ ANAL A.LFNN'NLLEI2;P.E. FL P.E158705 TABLE 4A ........_ 4 Mullion Capacity Table YRi Dinning Width sparrirg mWors)orOPoNnB HelOhl(far had-IbFl6P&rin)mlNgs) etbC SOI. 601. 101. w0 Bob Imb INIn HOb 1001. £Y MM` I x2.75} ReclsnW�u Rap'i4ssA Peclelgitlu RyY01sq. R651mp4u TnprAvq. Re6mnDlex RspT4ery. Re0mn06m Tnp✓IAeip. IteclalWu Tnprf&rq. RttImpJO TodTAe,q. P.dmp3al Tnp'MenO. PlalmD+lu TreTJIAup. Sj g IOaQeq WldnO �L6sdry tmali WNsO told. lmdn0 lnsdn0 LN&v Laiid. L.A. Lmfinp lmdry WbM LadnO LmdnO L.WnO loedry oY SI .06T bam ,gyp s gg spp a {$� n .. a$ yn fig.. vgpLp }pz�, ,fig• gn n a Au '�.. d M.111on Pg If o � m 12h liOA 030 Rao 1]) 170.0 ru 1740 176 1140 608 1TAA 5m 1740 002 1N0 510 INA Ilia I70.O 5x1 INA 1210 INA 521 Ina IIN INA 571 IMM tan INA NI In. tam R40 521 J W Pah IIAA IN 1N0 524 INA No 170.0 5N ImP Dai 1140 BN INA 11m INA 601 1740 1215 INA W7 in.0 1111 INA BW 111.1 11" 1... x50 121.5 1117 IN.. AN 100] 1417 17" AN � _ 546151.1Na 7R INA NO Imo AN INA 931 1- Im INA em INA 11115 INA 7m 152.9 12M IND 711 115} 12M 170.0 IN I21.D 12M 1740 Joe INA IM IN.I IN BI.. 12M 170.0 - N of Nh 170.0 707 like 912 IN.o No INA 681 INA 1111 1740 751 1541 11N 1740 603 1m.. Ilm INA 07 INA IIN IN.O Ne IOD} Ilm INA 861 68.1 IIN INA 661 75.3 1130 INA 861 ca ca S ~ Wb INA 883 1740 701 t4as a13 18x} NI 1256 015 mu 715 INA 015 1313 713 0710 915 1119 7x5 57.0 BH 116.5 7m 73.2 BIS 111-0 715 62A 013 IMA 715 51.0 Bis IIIA 115 moa il1A 8N 191A 710 INA x70 I3a.0 air 1043 x70 1x12 Gal &A x10 11].2 8N 04.1 520 104A 6x2 156 ON W.1 9Y a]2 630 &.S &0 M2 x10 N.1 ll 81.1 6W M U � Mi. 31t 757 140.0 860 lino 157 INA 810 B/} 751 105.6 821 82.5 757 Mi 531 711 157 89.1 8011 daA Is? 04.2 ON MO 757 MP x03 471 '751 T42 N2 501 z N$ S •9 nb 101.7 615 INA 552 N.) x36 Pik 614 727 010 m.i 610 WA No m2 S11 546 x79 693 SR so. Ola B2,) 508 121 936 512 500 m} 619 55.3 571 167 J J Z Nb m} Sit BOA 195 )21 AI Na 186 til Sr1 CIA 470 N.1 511 ESA RI 140 571 65.5 1& 43.2 Sri 61.0 110 NA 671 47.0 ISI NA !71 4U 1 N} WQ ]Nm 8010 512 83A 471 1 N2 70.8 las 57.1 N2 x2.1 IN 540 912 55.7 110 44.4 Sal 61A Nx 10.5 562 47.5 437 313 542 41A IN iaA &1 10.6 10.1 /m Wh 511 407 m.1 MI / 107 151 515 372 IV 30.5 NB 32.5 407 3" 3U 246 407 *M20.0 20.0 3N 21.1 407 24t J11 10.6 107 MI 7 m.0 316N XBab I2D 3M 41.1 Jm .e 3N 37.2 314 m.7 358 324 No "A 3M 25. N/ m.a 358 NO NO f1P ]M 2110 210 15.3 IN 10.2 1066 Mt 281 mA Nit I m] 2510 mi21.3 283 x25 N7to.. NO io 2N 147 2N 182]7 � n Ilim 21.8 281 m.3 212 1 261 2].0 2]B 1D.B 267 NO m5 11.3 m7 1..3 231 15.1 mi Y Y Imb r20 Im 2x1 m6 e.J 2m 148 Ns I0.l 2m 10.x 202 Q x O O TABLE 45 - ANCHOR CAPACITY ADJUSTMENT FORMULA: i0 I Anchor Ca Bcl Table ba ANCHOR CAP.•,,.,,, 6um1nV 2lk dunrte 31311 . HWwOAU FIDMOIU PI WmO WW (OP,)%� )=ANCHOR CAP.,,. 5'la•Emo llN"'I Eko Y6'FJw VI.94 Eko 4109ktl 6116L•r 612&etl (ANCHOR To OBTAIN Mahar COp Pa0Ama AnNaIT- WW .U4amn 1N'Eko Umuon Y16•Eko Amtton Il Da UbemUSE THIS UOsm AptaGaml wnrAn Aa7r491W scav 1106)&na rysl &rcltwl CAPACITY REQUILATO Etiae plb�Mt%240ft &%ft Irr 1• -x•Irr sva• r xvr r i-vr r sue• 2• _ 0.15• _a.N• 53x1- CAPACITY REQUIRED'CORRESPONDWGTO AN EsmedveN N' ' I14QiI .. ULRESSURE REQUIREMENTFORTHE m8901m3Nms lam ]lam 6&m wame Niles1xPENING.WHEN IT IS LONER THAM THE MULLION emlvORu161qIFbIYmWAWA 11:10 Nom WA WA WA WA WA mim s tu9m CAPACITY(FROM THE TABLE)OF THE SELECTED aAys Oml db.Stm mom Ismm Iemm mom 5601m WA 7mms 1Wim ePAm IeD2m Lex ms UNm MULLION.ITWILLYIFIDAMINIMUMANC510fi1A1Va1®Qa•Mn QC/uaA wBva AlwOb.aTA WA WA WA WA WA WA WA WA WA WA WA Tum CAPACITY WHICH MAY BE USED TO QUALIFY IAaavIFIZIO.Rme r!!m 11lm mw Issm Iam1 IDm 3mm1 IB/m S121m 41im> ADDRIONAL ANCHOR OPTIONS FROM THE 2�nehmeet.rs•uSL o.ClF�p 6. m WA WA WA x'10 Iwm wA WA WA WA WA Ntm Ilam 5Wm ANCHOR CAPACITY TABLE OCT QDRBVISGD NOTE:FOR THE OFFSET CLIP,USE T(IE SMIE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED W THE EXAMPLE ON SHEET 24. 1yj hQ��515bb5!lFbiriid,,61a seePl -4"- lo,r,✓•.D- FIGURE I: FIGURE 2: TABLE NOTES: b �2p1f -.-I 1.000'Imo.. •(.- 1)SEE SHEETI FOR I.STRUC71ONS ON USING THE TABLES SHEET 25 FOR INFORMATION ON LOADING. - .4; ml eQD l4aducl Cnm By1 1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. SS 11111111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MOTHS IS ALLOWABLE. ! FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-21 2750' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ;' No.53705 ';2k ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUTFRLEO CONCRETE BLOCK UNIT(CMU)SHACONFORMTO ASTM G90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURED: YELLOW SOUTHERN PI 11SG OF 055.ALUMINUM SHALL BE 608375 AND BE A MINIMUM OF.125- H SA7E OP [(/- THICK STEELSTUDS TOBEAMINIMUM GRADE 33AND.047 THICK(18 GAUGE).STRUCTURAL STEEI.TO BE AT �O'c •••F<ORiOP.+•�_� THEMATERIALC0&P120.ALLAS INTO INTO MAY BSTEEL,I EXTEND LEA5T3SCREW 7T1RF1DS BEYOND 1•X217X.850•MULLION C2 G S e LMT..VTHIC,10SG126.ALLASWTOWOOD M METAL SALLE TESS.OR410SS. '7ar�,S1ON..... � A.LYNN�v{ILLER,P.E. FL P.E.B 58705 TABLE 5A MWli9n CY.o TYhl9 DeAlt Opening W3dth(r911e75rA9bb-dirg mU9lm).f0p.1.9141 t(fNhBlimr4eBpapafrilO mlF*a) C C w. wM )ob wm wIn IooM 12040 140b 180. Rw18npW nepitlap. Fe[IemJYu napTAa� fletlapau nwTnmp RecmATUu TrtpTAary. Rul®ydt nepwq. McfalprW Tnpr4mp Reckn➢'Aa nr}mlerN. R.waAu Tnpramp Rftbjo r nemT6en9 >x 1'iS.125'i WAOnY Lndry let4rq tmM9 IOaA'V LOWrrp LoadnO IASdrp ln.dn9 lmOrp 1m0e0 LmAnp Igarp IOWA IcaOnp Iovdn9 In^0^0 IDWp �Y 000'A�Um a ]> S i t 2 R D D 4 TUDe WO 1 �. � �, a � a f s"1 I it i � Ila h I �g � 1~ 1D J gisk 13 g Z N o � nm Dao 8x0 1ra9 W 1?" 711 170. on 1Ra 0.W D0.0 we 11.4 903 1ro,0 510 170.0 lite 170.0 Q1 DO.a 1240 ITMO 521 n0.0 IM 1700 wl n0A Ilse II00 521 ISIA 1807 ITOA 521 J w lob Ila* 701 I7a0 F1 t Ob ew IT0.0 SW Da0 An D4* 00 Dao 1133 170.4 set 1700 1215 170.0 an 17UJ Nil Dao ON, 151.7 DTI 110.0 ow D5.1 I5tl 1103 M 1162 1577 Dao 890 7g In In wash ITOA n/ 1700 SW 170.0 fiA8 1100 831 Imo tae nao 6W 1100 HOS IMO m 1700 1W! nae 147 1700 11N 170.0 IN 1115 I'm Doll 130 1211 INS 1104 75a %NJ 14% 170.0 150 Wb 170.0 Tor In.. 6D I= ON Iro.O 801 Dao 111. I- 761 i7OA 1273 170.11 M Dal 1101 170.0 N1 14as 1,01 nao am Dae 14N troll Wf 108.9 1401 110.0 Wf 9U 1401 IRA WI � � N wb 170.0 IN 1.A 701 INA tON IrDA ffi 100.5 IISS nao We 130.7 115. taro %. 12]3 Itw teas B77 111.0 Itw 1147 010 Ass Itw IN.e w] Tal [IN 1N1 Oat .9A 1153 Das 00.5 j 6]N 170.0 ON 1700 145 wA INA 00.0 0.w 137.0 lata 1551 wo ItA.B in, 141.1 BN 109.6 'No 132.0 not ASA INB M5 826 18.0 INB tw no Ws 1.0 fteb 01D 50.9 1N9 flab .l. W b TWO 955 To. T.9 I30A AW 151.3 li 110.1 953 ID.7 788 -2 955 1x1.4 775 925 OSS 1120 705 W.4 O55 IM4 757 69.5 955 80.5 Top 9.0 BSS M7 TO 521 053 NS 7Q ? (L�p9 TS "3 9 not Des am 110.. 091 {or.* 0.w 1140 On at.. Boa 1011 470 w0. W] .1.2 ew 11.1 Bei a, No W.] 803 la0 812 335 em 722 832 IS.B eN 6119 6215 40.1 am 69.7 J JE Z YMe, 1N2 nl 111.1 63. 6l0 Til ATA .11 Tab of MI BOS W1 nl 70.5 593 80.T 721 70.1 66. uA nl BSA I. 451 )r NA 669 30.0 nl Sea 5W 14.1 721 57.1 W Q Tab 101.0 am 1050 599 612 0.W BBA 5W 725 0.N 70.4 FB at 861 10.1 w1 w.l 6N W.4 S3. w.5 e.1 $90 551 42.1 6N 511 WI ]0.1 661 S1J w0. H0 ON WA SN � wm aSa SII 91.9 IX N A N4 623 W DA ON wA NO 41,3 511 N.8 113 30.1 511 10.3 111 RA 514 373 1ZI 21A 5N 110 112 215 511 SSI 10OX6 611 28.0 Nl N9640 W.2 452 W.1 IN .2 IF 470 390 34J 152 N0 300 33.0 452 3111 161 10.1 4F 120 318 9.f 4F 30.] ]i1 118 ISI 2B0 3BS LOA 152 tai 132 220.IMm JDI 1F 300 371 1.7 151 12l Jn 1T2 331 20.1 Nx 21.0 ]51 x12 300 2f.1 357 221 301 1B.o 157 200 299 150 151 tB.O 29] t].0 ]5] 182 Hiw 111m k'1 ib 310. ]OS �T 1W lot 301 23.0 ]30 ZB.I 2N 21.9 119 2lt 291 10.3 3]e rota lW 111 sb IB.O TN 10.6 ]10 183 D8 120. Ma W 1f. 127m 215 =121111M inl tag 217 2w la0 n9 205 2w 11.] x69 Idi 2F ISA 3w tet] W9 1].p 2B9 IU 2N 11.0 Ie9 12d 210 0.. ZSD it.1 236 B.1 212 10.4 212 Q X Q O O TABLE 58 __ ggg' Z N N ANCHOR CAPACITY ADJUSTMENT FORMULA: BL AnchorCastAcIN Teale libel ANCHOR CAP.--., dp dp Sun.lak zno,.as4 s63c6m. 16b.au Flamunu Rrwma latla (DP•)X� =ANCHOR G\P.,,, bIP E1<e P4.39 Eto bIP f40 04.99 F9[o tlla Netl Y12SIOel Y1261M FORMULA LCTO OBTAIN ON AneDOrClIp P.ItOm. Aa6a 1708 bIP D[o In[am tei•EYOVYnem b1P Eleo Dllam B4'EYOUemmUSE bnxm Ao-Xwaor UMcm nm�aa scat(rA)s[na 3057 s[rlw fc3) CAPACITY REQUI EIr ORRESPONDIN TO L�i DVaae9n) ACTUA PRESURED'CORRESPONDOR TO AN hMmt n tea• Wlt• let• lay - r t.cr tnN• 1-w• t.ur Tur t.vz r w+0.• 1yr 46181 ACTl1AL PRESSURE REQUIREMFM FOR THE 1xron49 us Nn o.crs[xneaaoxeteap lR9.9 sA ms 3mw an ms loo re 1631 ma 2roml zw ms 3N m3 rulb3 W1.n aa3m 0.+am 11100. 44x48 sm.a OPENING,WHEN IT IS LOWER THAN THE MLILION 2 4Arztrn ao-lft O.Q rs- -,),86112) tm ms 1w 60. wA nw urA 1m05 uq tUA nw rvA mA Wxma eases n2*1m CAPACITY(FROM THE TABLE) THE SELECTED 1Aalm AAzu..Oc./(.)2s Al8k OlpallR..S) 7w m. 7mm4 baa m[ iN*Ix tlm.0 Som am.a nq twlln 1d84n 0.w R6 1692¢e w20a 98310. nmee MULLION.fT WILLYIELDAMMIMUM ANCHOR ]A-00.0-M D.Al-0.Ylb I2PA6mt ppq IVA mA urn 1vn MA l+a lug nu nA 1361 IUA len IA 30A torn CAPACITY WHICH MAY BE USED TO QUALIFY 1 --"-P pg 106 ma INmt mma Name 82200 1154: 1401!0. Inma 9011 tW 4+ mm as m6 Iro4a a2 297101 ADDITIONAL ANCHOR OPTIO SFROMTHE 2Mtrom®LIV IM O.O/F[k0 p6 2D ma 3F eA BL3 IBA 11G IW INS nrA lee IIIA IBA IA N1Yn N2b 76040 ANC HORCAPACITYTABLE RODUCTRBVISBD NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALINES AS THE 5TANDARD CLIP. rODIYlt9Nah 06P1N1d.F- 1) .. M.000'ti u8[ap�te[wtb �FIGURE I: FIT UItE2: TABLE NOTES:SEE SHEET IFOR INSTRUCTIONS qN USWG THE TABLES AND SHEET 25 FORINFORMATION ON LOADWG.ESEIFORINTRUCTI0.911 \I II 111111 / 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3,125' FIGURE& ` :'1)GE11@S'••, �% 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HO LES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. :A': ••..;�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 ANGLE CLIPST 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 i�•, FIGURE 4: FIGURE S��'''��1 FIGURE& CND.STEELSTUDS TIO N IBEAMIN UMGRADE33 ANWITH AN SG OF 0.55. ID.045'TNUM 41HCH(18BE 606345 GRUGE).STRUCTATIIRALSTEELTOBEAT INIMUM OF.125' 1•%S.tTS•X.5'MIILIION �'�'�'• FLOR10-'•��` II )) I LFAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LE AST 3SCREW THREADS BEYOND (1•VF Nl1LLlONI i�CL`s''•.........••�G`• 1�j1 �I1I1 THE MATERIAL.0108912 ANCHORS INTO WOOD MAY BE STEEL,IBB SS.OR 410 S.S. �r7 tS[�NA(-``�t5 A.LY9i7Srt:1lLt�n,P.E. FL P.EJ 88705 i TABLE BA _ K�g Mulllan Capacity Table iball!'J • :r Opening Width(for 5e1Boe9pWra lr0 nulllans)or Oiloning Height(for tDri-A&I apoMlO min 60113 TOIn mh OOIn Imin lm in 11-0113 1mh y¢TYt �I_w T frluny Raderodnl TnpTmn9 na5•aw.7 TepTA•V. Re<11np/+1 T.ylNlg Reeten0ulx TeOrtde^.p P<dmWd TdJ70aro. Rca.p9d TgY]OaV. R+CYryda Trep]Nn3 Raterp0+: T+grOsa. s'; I.4 PAIS L-Ift µgL•w.y LoI0a9 1.0.0.049 tn+a'l9 LBe01q L9Mn9 I.Oro laaSry j$'.TOry la0ro LaxangO N ' pAlum.Tubs1l� N Mu,Tu f 1N .1 .1 1 it11s! II1111111 z � N J2h im9jl�1m0 135 1roA 721 Ima ne Imo 1m n0.o Sm nag 993 Imo s10 I)OD Itm 1T0.p .1 130.0 N.:nag .1 nae IIm nag 521 lU.e 140 IM $21 121.6 UP IlOD S21 J W Nh 130.0Imo 621 I- m0 im0 681 1]0.0 893 130.0 Bm IroA In] 1m0 mi vo. 1215 170.0 6T1 156] Im)'110.0 bm fml Im) 170.0 m0 111.1 Ilm 130-0 Bm m.T IJm Imo m0 mp25h 130.01m0 6m IMO m0 im0 mt 110.0 1018 I70.0 681 110.0 1/85 i]O.D ib Im.l 12]3 110.0 14T 110.5 12]6 I7Q0 TSB 11).1 nM 110.0 TW 100.1 1115 IroA Tm m.e ttm 130.0 TAB N mh 170.0I= 812 1m0 9m 210.0 691 1704 1116 170.0 751 IMP HU UPO Am 137.2 Jim ach mT m.3 Itm I7a0 me 102.8 Lim 1m0 BBI M2 tlm Ira. ml 77.2 It. INA ml m O O C mh VIA170.0 701 Im.7 IDO Imo 797 1128 IW 161.1 W 125.1 1042 148.7 915 1112 IM2 VIIIA m1 100.0 IM2 Ima 791 63A 1042 125.1 rot 11.3 1042 133.1 702 625 IW 1111 Tm F=- � j mh ;Tao1100 NS mu - 1919 818 1288 04 INA TB2 IMA 093 131.0 T@ IDSA on 121.1 799 Bl] 8T3 1148 T66 1 34 993 1m/ TIS 04A 933 168-0 111 m.1 991 11.-0.0 TM g j 5 mm IM4I= Tm U7.e M) I/60 Tm HILI .7 -1 me Im.1 MI 11T.] )SE III.. MT tOflT la BLT .7 i.1 727 66.0 MT 0.1 111 m.1 MI 04.0 711 51.7 An 91.0 711 T2h 115.8 1121 roT 11]7 049 111,0 712 BTD MB Im.O roe 04.0 .2 061 690 7l.S MO Bal 116 61.0 047 A2T 813 mA 048 U.3 m0 IflS 049 T23 m2 11.5 040 TN ml Sr WUW tM1. T6h 116-0 520.7 Bm 90.3 Tm IOU 652 mA in 90.0 6m TLS ]m 10.6 630 04.2 712 X2 020 'Mm217 161 m 81.0 mt 41.3 7m mA 597 04.1 Tm %4 6m v) O22 Tam INS111.1 604 16o RI MA m1 TV 721 128 M mA TN 141 699 18.4 121 m.t .1 m./ 721 B. 5m NA 7N nA 5n 30.2 RI 04.3 Sm 311 .4 m.5 065wh 6BA TIA 4m 66.0 513 m.T 114 It' 043 519 498 418 043 IT.f 4m SB.B 043 129 153 MA M] m.1 116 39.0 SU 04.0 Im 2AO MS J I 1. 11.1 043 m2 426mh 6TA 048 121 17. 471 19.7 119 10.9 119 112 412 33S 478 315 Im m.8 470 U.8 IDD 267 4m 32.0 3% 2].9 476 m.l Sm 10.5 Pro 25.0 3m 17.9 478 24.2lm In 141 41.1 ]1.1 133 313 31A Sm 048 317 m0 310 252 211 MB 323 22A 313 No .1 4.1 In 11.0 31T VIA 31] IBD 310 IIA 313 17113.1 31A 31.2 ]0.9 IT 31.1 316 M5 SST 21.6 313 21.2 m] 24A 309 30 s 1ST 120 1m Ifl] >5) 2A1 301 16A ]n 11.4 191 � XIID. A3 me up XS ]D6041 374 SID ]OB 313170 11.] SOB 193 3w11.1Q.- TABLEIMm 13.0 tT.2 186 a O O TABLE BB _ __ ANCHOR CAPACITY ADJUSTMENT FORMULA: ^ Z � AncharCa eel Tab19 Ibs ANCHORCAP.,...,�„ �, =O; 153(bro. 1mmaTA.+U 11821 0.w FrNbm Nd+1 (DP,)% )=ANpiORCAP.,,,e111'FYe Wass- III=.111•BBEIw a106tecl 1126hd .121. MULLICNCAP ,..+AncharC6p Pe0eme vis El.ineeal WEka unndvl leurcmvlaEkaWbacan WEt:o wDmm wm5w1C31 Sc•.fcs) 5•.13= USE THIS FORMULA TO OBTAIN THE-ANCHOR 1• • atm Y1m• f• 2-t0.• 1• 2•vr Y svA• r e.4e• o.0 D32 CAPACITY REQUIRED'.CORRESPONDINGTOAN 1-YI• ILII• 1-v1' Y4' S 1.121• 1.1fY +t11' IW 1•W' 1-tN' 7' i 7 WA• wke ACTUAL PRESSURE REQUIREMENT FOR THE 2-0.111 o.4lslam'aa17Ne1CippV.162T m.0. mus lm ms Bm.1 I.1.t 3ro.t 2606m 3- 7101ft u4 mY 661 us 9111. .11. 1121. mom+ OPENING,WHEN IT IS LOWER THAN THE MULLION I Anc.n @I3S Mh O.Q.I. e(ar-0a.Ok.3) Im ms mous Seo o+ 11101. Bs2m NT mole wA mo1. wA ewml WA mem ms ms amus CAPACITY(FROM THE TABLE)OF THE SELECTED eArc/019�1.15'Mh QG/6mM•O.rOSeO CWffb.IT 9m 04 1mOm0 WA WA NN 210\ Imam wA WA WA NU WA nmm5 1R0M IN9ms MULLION.IT WILL YIELD A MINIMUM ANCHOR _ 4Anc1m®rM:n o.cr R)a5nn91e lTm7r6V 57 Tm us 7mue mous 1-1. I.Mus Moul sm1. wA rmr» 74e m1 leoue 1e911cs mil. eesw Ilmm. CI�PACITV WHICH MAYBEUSED TO Ol1AUFY 6Arcim®s Mh oD./Ri Z•sAroh age lffb.ek ��m Bn In9w noo. M.I. 2N{ms 110.7 MOI. NIA Lamm 11221. 13.. loam Im3ml Iw P,1 Im0111 ADDITIONALANCHOR OPTIONS FROM THE IAmma®0.15'Lm,.O.GIUAp Nm,.1X'Ndn.IfV.)2 H'A _WA WA WA WA WA NIA NIA WA m WA w'A WA WA 11mlm ANCHOR CAPACITY TABLE manuff RBVIS® tPncMd B2]5'Ym,OOlp pq.e} Sm Or" Sm Oe 190.+ TOSma 476100. WA Mom WA 315 In WA -45I. -WA 311.7 1111. 6mW A No OFFSET CLIP, SO.THES .0 1mb Tm Dc WA WA WA �WA ]6D.f WA WA WA WA N'A fA1 m+ Bm ma IIM Lm A OOA�L•c5c�nn,2 NOTE:FOR THE OFFSET CLIP,USE THESAMEANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD CLIP. _y 1'�0 r� DSIe VZ TABLE NOTES 41em1 DPT00u01CBnual FIGURE 1: FIGURE2 FIGURES: FIGURE 4: FIGURE B:FIGURE 9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\\1111111// SHEET INSTALLATION • • • • • • • • 2)LINE RI FOR GENERAL BETWEEN LENGTH. �o,.-........•4� 2J LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEET521•23.HOLES 4'000 T1; No.50705 :X TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW FIGURE@ FIGURE O: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. � 5)SUBS �= • • • CONCRTEBLO:KNCT[CMU) HALLLL CONFORM OASTACI C-90.SPECWClSTIOHS.HOE OW PRESSURE-TREATED E-TRETEDY rz FAT bF �•�<(/� • • • CONCRETEBLOCKUNR[CMU)SHALL NFORMTTOASTM C-90.WOOD SHALL BEPREAND GROUT-FILLED VEILOW 1-IZ, '�'0`•'•.F(ORIOP. SOUTHERN PINE WUHAN SG OF 0.55,ALUMINUM SHALL BE 606345 AND BEA MINIMUM OF.120THK:K.STEEL L �tCs ST UDS TO BEA MINIMUM GRADE 33AND.04S THICK GAUGE).STRUCTURALSTEELTO BEAT LEAST.I25•THICKOI NAL EL\`� ANGLE CUP(FIGURES 596)MUST BE USED IN PAIRS. AND 210.ALL ANCHORS INTO METAL SHALL EXTEND AT 1-3 SCREW THREADS BEYOND THE MATERIAL#108 11X4'X.125 A.LYNN f+f1a�R.P.E. 4 12 ANCHORS INTO WOOD MAY BE STEEL•1S-B S.S.OR 410 S.S. MOON FL P.E.#5370.5 i I I TABLE 7A ._......._._ I ......... kC pp Mullion Ca aoi Table Ibsle let,I Opening Wlelh(for-licazy-eporNrelnWiols)orOpaning Height{Wtnnyo]/sly-spaMrg mWioro)soW 701. BON NIn t In 1301, IIOW tool.1.4..375 4clenOnTIWO. ReNn,4. Tlaa�- me.,l. TI.Ime.pRwcl 11TWld-. R�ONwOv Taeprimm R www Tlapl7 w Ram ou, Tmrrrdane. ReaaeW h4pR6vap. R<cWnP>.1 ne9rme 10.0,1 SbNrq 1-0 0.0 -v tee0,0 ...a 10.0,0 100.6 0 L-e L-q L.e0n1 -.. I -NO LoO o fae0rq L..T, IN Loe6np AIUm.T006 D D S D D D D n 11 11 1 1 s 11 115 1 a 11 �� 111H0.1111� �� o �� UW 1760 IN IAA cm me 7.4 IM.O IN U... - 1]0.0 Gro Imo 693 Im.O 519 im0 Ills Int 521 ins 1240 1TaO $21 170.0 1409 170.0 521 170.0 I- 1TD.o 511 1 .0 1161 Im.O 321 ISO 170.0 IH ImD 6x1 Imb No lmA ne 170.0 P]2 I7m0 NO 110.0 11N 110.0 NI 1160 1275 IAA s11 Use t1U IT0.o em floe Imo 1]0.0 600 1760 IN] no 680 151.0 NN 1T0A 6N J W .ASW 110.0 TU in. SN 110.0 NO Im. NI UoA IDN fm 664 time 1165 - 723 im.. - ImA A] me 'IN U0.0 ]N - tial 110.0 ]56 165.0 1019 174o 7N fm.b leA Imo 150 � �� N um 170.0 711 IMA 612 110.0 We ImA 691 I70.D Ills Not 7N Im.O ITIS 170.0 m] 1]mD IW Not 0 7 1]OA 1591 Inks 6:0 15¢0 1793 In. 001 'IT.] 1]01 1]0.0 of Uot 1100 ImA Bel to O OF 6N, 170.0 605 IMA ml 110.0 ION 1100 7N 17.0 No [no 07e U64 III, 110.0 HI fMe 1614 Imo No 1535 1018 IMO 101] 1RB 1610 Im.O IoN 111.0 1010 DDD 100.1 0.2 1610 110.0 1003 Nb 110.0 BN IMo 715 Use 1110 170.0 Bm Im.O 1]02 170.0 BN 170.0 less 1m.0 1016 156.7 IN, IAA 1076 141.0 tW 170.0 tin 117.5 tW IN list IN., INZ 161.9 1151 N,i INS IsTo 1117 � J _ _ 7 681, Inc, 014 ImD 718 1)0.0 IIN 110.0 ON tiOD 1]H 1740 1W2 1N.B IIT! IT0.0 ION IU.B 1112 160.0 If/B iZdA 11]1 INA IUM IN.f LITS 111.6 1108 01.0 fIM IN.O IfH BA] IIT! TNA I1H Z Ng AN 'I. NN TMD .0 04.0 12,5 IT.. Iow I- 1- 18.2 1101 132,0 1lID IB9 IN, 117.] 1]30 me IOSe fObA 1JID 1360 1H9 840 13x0 11,.11 IN, 75. Ilm IIZ.e N1] We 132(1 1135 1012 � UUWa p�pW AN 110.0 11x3 TMA N7 111.0 11H IWA 1013 1252 11H 1J9D DN 112] 11N[41.4 Ne 941 11N 1162 H4 No 11H IOi.6 653 .4.e 11H BTA on HA 11H 11.1 111 Sfll 11H O2] 035 J CO dZ E Ala IMI IIU Int 917 1]0.1 11H 1114 BN INA 1124 13fl0 HI 1N2 IIN B1f 922 1124 IDSA BIB no 11N 110.6 906 692 11x1 NA Ileo N.1 N. H2 N1 $IA IIN I. BA F- J 90W 100.1 me 1111 700 00.1 611 H2 TJ8 T/2 111 N.1 7H 61.8 W 712 m.l N/ 66.5 AN MO IN 61.1 N3 11.0 HI N2 BA mb NI 8100 EN 1]A BN IT.T 683 Q � 3 N O ffiM 0.1 Ax 01.5 W3 74.2 742 77.2 N2 616 742 67.2 HI 53.7 AS NI 19.5 A2 61.1 6II N.5 7U 10.0 814 N.i N2 UA 600 31.8 iD MB 590 31.8 712 JI.S 6H N n alp 1051, NA No N.0 6x.1 IN 63.0 621 N2 No IBA 613 10.1 506 605 H.B W J7.] 405 ND IN JI.] 101 x8.1 0e6 x94 181 x1.1 SN 236 IA 10.8 6N 212 468 to MItch Db 315 Me 001 Ido eN Ot 495 412653 129 107 JBA 555 100 ,130 566 31.1 171 M.d 566 31.3 ISl AA 6N Si.l IN 10.8 635 N2 110 10.0 655 33.1 N2 a•NA Im N.1 Il] J6D 4A m.D IID 336 Im Jli {m 354 (A IDA 4N x2e-A 310 x 1 306 0.0 330 22.1 Sol 106 ]b f¢J 2N 16.6 NO x91 d N y TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca acl�Tabin be ANCHOR C6 P.,,.,... "7 suml.w. Me- ,sm caw. Newwalu Fseaaau prwab xem (-_)X( =ANCHOR CAP.,,• YICEDO 1]1'65 Eve e/b•Eleo VI.85 Flw YIOBIeeI YI]Sled We.ctl MULLION CAP.OBTA AnehorClip P atterns Ancmrryp4NVivEkoLSalto, UIVuoO AppetAlol sercw 11019cma(D51 60nw(O31 115E THIS FOFIMUA TO OBTAIN THEANCHOR IEaOeDmneepek1• 2-la• sus r 2-In' t• 2-In r 11R nIs oAI• oAA• CAPACITY REQUIRED'CORRESPONDWGTOAN E dedaeNM3 1.v4- 1114• -4• 10.1• T I... 1.N1•- 1-v1• 1-v1• tIn• 1-U4• z urs' 1ae• wM ACTUAL PRESSURE REQUIREMENT FOR THE 2Arc4 "IS'MIt,O,cta@fetmID I-1Nk 390 bf 390 ma 4.5010. 6901& Isel. 27.W 2N WS 351 D7 ]IOW 374 ew al IM -lee 44x We 5NW OPENING,WHEN 1715 LOWER THAN THE MULLION 4--e2.Tsawdw4I...oMR4 0.P 7N o» -03 Sea ma 14inlbe_ pum, wA WIe, WA stem WA .sola WA bel ma 112510 +Immo CAPACITY(FROM TRE TABLE)OF THE SELECTED a us�ws1ewwa 0.0-oasp(Ro'-4y v0.D: "cos. WA WA� WA WA im ma WA '-WA WA RIA WA 1JNw lnom, nw me MULLION.IT WILL YIELD A MINIMUM ANCHOR IArciatepG/R7a3pr�e Cpm lliy.by 1N 100 TN W0. ONS ISAOIhf510m] wh WA Im.f T4s 1. BN., 1Nxfn 602 n, 1051% IIIDM CAPACITY WHICH MAY BE USED TO QUALIFY tIPla3AroWarral(ro.6y. 1110We 111010. 0.100 al zxD D• -2.1110. _.1010. SHIN WA Ula liw 1122.. 1120, -m3 1Mme IJzi ma 110.0 De ADDITIONAL ANCHOR OPTIONS FROM THE IUQIp,DIDL125'AMn.IT.N. "'A WA MA NU WA MA WA WA NA_ WA WA WA WA NU 11]O fN ANCHOR CAPACITYTABLE AODULTRBV6IID1.E'A!11 D.CI Fiob Glp.Bk0.1010. Mies THma Im 166 I9A xNme WA ]ISDe WA IN OH NIA SII en,Dt.lY6»D.CIF.tGb.Ok I600.e IN 103 NrA WA WA NIA JNM WA WA WA I W310a eNlbn Ildt @4. IWdly20Mme NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000'r•- �IRo:w'DDNo ly TABLE NOTES: `.tiamltiad;p50uu Coa'glaj FIGURE I: FIGURE 2: FIGURES FIGURER: FIGURE B:FIGURE 9: t)SEE SHEET i FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION �� ONLOADING. INTERPOLATION CATIONHEETS 2.4 FOR13ETWE NMULLGENERALINST14S ANDNMETHOOS. `` t1t311111]rl ] 2)UNEAR INTERPOLATON OETWEEN MALL LENGTHS ANDOROPENING WIDTHS IS ALLOWABLE `��3,0��,...•".,H/�� ¢tip.:Vf.ENs6••.•Fq% 1 3)MULLICN AND MILLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 27-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4'000 ]+: No.50705 SHOWN CN SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS FIGURE 5: FIGUREB: FIGURE 7: 1 w 6 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI JON SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GBJ.WOOD SHALL BE • PRESSURE-TREATED YELLOW SOUTHERN PI NE WITH AN SG OF 0.55.ALUMINUM SHALL BE ,___�_ :��C•'•.FLORID?.•''G\�� 6003 T6 AND BE A MINIMUM OF,l2S THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 04V ,375 THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 LEAST.1257HICKAND A30.ALL ANCHORS """"' """" -T I]]ONAL- ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. IN7CMETALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&012 1'X/-X.375' 1•X4'X 376'1 A.LYNI•�IvItL1L R,P.E. ANCHORS INTO WOOD MAY RESTEEL.18-0 S.S.OR 410 S.S. T•-MULLION MULLION FL P,E.4 58705 TABLE 8A Mu11I0n Ce Bc4 TahlB lbam6 }S qi, Opening Wldlh(for S07Hce171apan9rg m1d6otw)0.r Opening Height(for hAn*ftP/9per61 g mllSow) C�v' Nm 03N i0N NN BOA 106 L+ 120N 110N INN 1.26"X Recleft ,L.-ft el,.et TnPMv,6 RLeenpbl Tnpaln6 RubryRld RepTOelp. Im6tenpASr Tre7781mN. getl4BPAw T7aPf0w6 BNenmir RaplTdana. RallenPAer neyraanA. ReNenAWT Tnpn0n6 C Lw0np LwAlip LoiMq Lw49w IAd6ary Lwdlq Loa679 1Ae41g 1.40.0.11.4 L0ao8A lw0alq Ewdlg Rlw0rw LwunA LBaQBp Lw41w LwJNB Lwery P2. 3.189'X b .. .269"Alum '� S S Teba Mali [.112 � geb@ b5 6 � Dl of 1201 00.0 @30 +IDA t 0.0 1(1 ODA Q8 00.0 606 170.0 Sm tMO No DQO SID 110.0 1118 170.0 621 IT" 1240 ITDO 521 I a NSB 170.0 521 R0.0 tM 170.0 521 111.6 I7W I]OA 521 016N 1706 iN IT" 1 QO NO 170.0 661 i]OA ON 1700 800 Ir0.0 1103 1r0.0 661 110.0 INS I]0.0 BTT Ine 1417 I. SW isle 1513 1]0.0 ON NTT IUs trao IN Nal IUs 110.0 860 j =50-S, 170.0 TO ",.I 1OA 698 170.4 N1 /TOA 1018 IrDA sN 170.0 ITIS 170.0 m 170.0 1]15 ITO.o ]47 IBM 1103 170.0 IN I= 1103 170.0 )66 1193 1468 170.0 To INA less 170.0 78Nh 170.0 Tei IID.O 10A 9'A SA1.0 691 Ii0.0 1119 170.0 iN 1]00 11J! 11P.0 N3 103.1 1]16 IID.O Bar N6.e 1J78 1140 078 1273 I])0 I]a0 ml IN.e 10]0 1]0.0 Bbl 91.7 1]78 ROA ml m ONN 170.0 BBS 1700 t1aa IOW IID" 797 1566 IIS& 170.0 AM 1140II% 167.4ON "'A1150168.5910111.21106 INI9121INN1BosT9INa800 "AI44.D m5 � WwITTA 1&0.1 Imt ITTA BW 131.2 Imt 1558 562 520.1 Iml IIT.O 818 103.1 imt 1]2]:N7 m.f Imt 11.7 BN N.1 Im1 119.5 922 03.6 1051 119.1 821 03.0 1051 118.1 Q7 U)NN 187.1 ON 170.0 1 3 m7 ISLE Bm 119.4 ON 131.0 Teo 104.! m7 121.6'W Me m7 1126 T6] NA mT INA IN WA m] IO A 740 59] ON - TN 521 m7 Be. iN ZYY4 7JN 120.7 6N 1551 107? 801 1161 681 SIA 801 1013 mt NA 801 BIA m0 71.6 W/ N.1 BW NA set Ta.B M WA BN T23 033 40A SN see 6T9 10.2 8N BOB 828 TSN INA 70.2 111.1 R12 7TT 071 619 rat 712 e53 NB WA 722 T6.] US NA V4 70.3 1N %.7 TIT OSA SN ISA IN UA No 39.1 ITT 03.7 US 313 722 581 394 � N 6L �Z a Tam 1013 6N im.6 600 "A US 50.0 So IT4 685 163 _87] 033 W! ]0.5 tib& 681 695 BAS 960 03.5 80.5 N.1 503 431 NS N.J N] ]62 N5 31.1 0.11 JIA RS 50.1 538 .�- r mN mo 515 840 457 114.9 515 57.3 416 47.1 515 N.1 441 41.2 515 N.r 431 MA 515 40.6 428 XIA 515 37.4 III 774 615 J].1 41] 23A St] 304 101 10A ITS 28.1 181 Z x Z N � Be 01.3 453 634 IN S3 433 47.1 BW ]55 403 41.0 301 no 451 SBA US 301 453 33.0 NO 2r1 W MA NI r!A W "A 368 VIA W 24.3 No ITA 19 229 US 1Nh 341 ]5S ]DA 323 IA 356 325 M. 213 3N 20.1 VI a. SSS 251 306 211 US 221 Us 19.1 3N 20.6 NO 154 W 18.0 293 M IIIN ]51 >b ]3.6 ]m tBJ 316 30.1 J01 251 J30 20.1 291 220 0.N 21.2 203 195 336 20A 20.0 R.0 3]S 11.1 2m � w X N Y ITNe 21.8 To 763 TN -112 250 216 160 149 290 TOA 238 11.1 280 16.2 253 15.1 280 1&A N9 F- Mm tai 201 19.3 108 LZ TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: � �� I Aeehti C0 0.N Table Ne IN ANCHOR CaP.,.,,e,.` 6Uelnlc 2R GdiMO 3S3Cars. Xtlkwl(Y1U FBkOCY.0 PT W0o3 I.Itltl (OP,)X( /cANCHDR(•iM.,.. nma6rTry! W1 .W.ee 114•EkOUftww @16 EK0 3'I@EbOUBn[m UI'F.koURw[w I.-'.Eke @I@Ek0 UI.66 U10 eN Sial .,Is- .1-1 JmchgrCgp Pettamt uwcw A9@BG.40t umazm AOOrcGdet S_(CS)Strca(on 6<teV(05? USE THIS F0RMULA TO OBTAIN T3E'ANCHOR fia{p Onarce6nl 1' 1-vr _"i _zVr Stre' 1• 2ll7 1• 2-vr r S1I6' r a4B• BBi'_ Os1• CAPACITY REQUIRED'CORRESPONDING TO AN DnUv'lenl n IYI' u'1• iaii' iae' r t-w• t-v1• 1-@r LIT1• 1.411• 2 I- Id8' - ACTUAL PRESSURE REQUIREMENT FOR THE 2ABUArs�l76'IAn QC.I BIaf4a0a0aµ4 cBp6Tp 1} 380 m5 390 Be 401105 -Re 1K1 me 2IOgn 2030.e 361 mB TNIW 111. 661 IN WG. StIO» 4121[9 6603 OPENING,WHEN IT IS LOWER THAN THE MULLION IAnh9aQ l.w•I'-OA/S7a10e0(a 016!1 Qp I'.2) - 70383 IIIA IVA Ills 3N® NM�- "''A VA 1. 1. 682w 865&1 iiw" CAPACITY(FROM THE TABLE)OF THESELECTED IArctOn®3'R!N.O.GIT-0a5Ar9'eCepsl q9} 7N w0. ]N mz @A Im IWl0.e 1N1me Swan bW Re tuA 79o1w 748m3 Nems 18M. o2we Bole iimka MULLION.IT WILL YIELD A MINIMUM ANCHOR IAn 0 OAY851.0.G7UC¢.WO.iTYAAm1 4) UTA Il'A IIIA IIIA IIIA UTA IVA 1UA IVA IIIA ho, IIIA 'UA teo, 14Na3 CAPACITY WHICH MAY BE USED TO QUALIFY tArtlut f4:0P(Rp 6) 1003 1001 as m] ns09 BEBe 13505 1M N5 In 9n N01w is?me 33/78 nate Ira mf 22108 38063 ADDITIONAL ANCHOR OPTIONS FROM THE 2NtMe®1.1.^.Art O.CJ AB). 100 An S50a3 1UA IVA IIIA UTA .Nan IIIA IUA IIIA IIIA IVA 341 w3 4nma 5Wm3 ANCHOR CAPACITY TABLE. PRODUCfREVISED NOTE:FOR THE OFFSET CLIP.USE TI E SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. cemPl7iMvilhl7uPlwldn OA�i7B (Y7y� 02 FIGURE 1: FIGURE 2: TABLE NOTES: F-1.250'-1 ,Deo re • ON LO DING.HEET S E SHEEINSTRUCTIONSS2-4RG N USINERA[I STALLAHE IO METHODS.AND SHEET 25 FOR INFORMATION fieml 0.D d<Ro6ueL Duh lr,)� ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \11>`ONy LYNN��7i� FIGURE 8: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE 1'138' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T4 7t ANGLE • • • • BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 265• _ No.56%05 _ IN PAIRS. 41 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL 11 FIGURE4: FIGURE b: FIGURES BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL 6E • 60S}T6ANDBEAMINNIUM OF-125•THICK STEEL STUDSTO BE AMINIMUM GRADE MAN D � ��T.'• F A e e • .045'TMIGK(IS GAUGE).STRUCTURAL STEELT0 BEAT LEAST.12�THICKAND A38.ALL i?S%1.188'%263 MULLION i(QS'•.,10R10A.•`G\?• (1.1f0•VFMULLION) ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL. 010 a 012 ANCHORS INTO WOOD MAYBE STEEL.iBBS.S.OR410 SS. A CYNNItyt'(LL2R,P.E, FL P,E.0 58705 i TABLE 9AIn M,111-C1 eoiN TAble(lbelle) »- __-_-- P I"d Omnbg Width(IBI val6ea!"Imroa0 muRom)or OpenlnD HBIBhI(kI)tlexBnNry aDBlNnp mltlom) Cf�C Wb WN IDiq WN 804 Im In IAN 110N 1W In $' t� 1]6.]38M°I1nDPu TnpTOme Revllgp0ir Tnyrdvno. PWnQ1Y 1.IiTA,q Peel4yN4r R9p'lBwq P.0, Tno Tl- -u-., RvyJRnry wB4gBmw TmpRNtq. PNInDdar Rv NnO R3xNegtlx RapRMnB. •.100 lDe9i, Laep Luep �.9 LD1Su Ln6ry L-o Lot®, fuer, }4Cy Lua% II-g I," LaOnyyDDyyD IpLj lgf6p L. o r, lu6yDpq LwM1{�1p p q• &q {g� gq �((• �q• pp gF &g &p $g gq Ug U g 4 4 �' O !1 O �liY t�iLPbnO z n n4 nBA No N.. an Rao I ROA Ire nao w nao 6ce nao w2 nno eN n0.0 nN Iro0 nl Rn] uu nao WI ma 1 +nB 6T+ Inas n1e nno tll eye Ice uo.D vt O 111. rtno raa IroA v1 +ro.o nW nao eN Im ore Iro4 w IW.1 Bre Rno 61 Ont ala nao m Ina me hool No A.e Bre Iron Lec n3 ore Iro.D ee0 W WAtlb 1ro.0 NI Rn0 W> I10.0 ew 1100 6l1 1W.) tlr Ir0.0 BBI 1]1.0 tll 101.6 100 In.1 931 150.1 6% 1015 Dor IL.] 6N N.0 tlr 156J 095 rS.l etr Isa! Ws 86.8 Ar ILL] Lb IMO 1BI Ut. 014 101} 609 1r0A 801 15]3 w IW.1 6m II11 BBD 111.0 669 IW.0 669 IM.O IAD tl.l w IA.e 0H ".I WI 1x10 BSf 60.1 w nt1 1St 11.D 660 Ifla 6ffLU Wb 11]3 110 111.8 611 1141 110 1]]1 BA iW} NI In.1 BOB W.1 110 +01A 6M ro.6 )W fOLO 6Yt )+.e )IB 90.6 6n 6L1 110 Dl) !U 61.3 110 %} No 11.e rM D3.] dJ m M O B tlb IM.1 IIT IMA Ori Wil Bti 1113 500 b1 en I.1 653 Tri 911 SIO bar tlr 011 6n 11.a Bn 111 SH 511 Brr NA 030 III On 16r Ur ]v 6R M2 530 U � J Wb IOfA 611 111.1 !f0 Dai Bti 018 519 lag B+I b3 500 Or.) 6+) 183 6W !9A eli )i6 WI W.e BN W.r IW 1L0 011 01.1 IN N.1 Bn A.1 1tl )].6 611 W.1 t�05 Itb tlJ 010 61.1 tW OLt 310 11.} IW 091 111 0S.] 152 SLB SIB We 115 N.I 510 51.3 1_ 11.1 610 W.1 N1 JI} 611 118 108 nA 518 110 106 33.D SIB NA 2 Jgp Mb WA w )1I 100 Se.l OS tl.0 590 M] Ie3 51.8 ]W 1I1 NS 19A 5H M.3 Is3 111 Jle 513 1M 111 111 411 w k] aH F53 153 166 'J81 320 I61 1251 Nl J i Mb 61] IN fd.0 >A 1U NI 51.1 J11 166 111 W.8 113 401 411 111 aH )B.i 111 1.1 1211 111 50.) ]% A.3 N1 19 N9 A.] NI 551 14 IIImZ Wb tlA 1. 111 MS MA ]]I ar.0 SW 1251 3]} 73] MI 36.5 AS x8} IW faA 12)1 10.1 31] Sb N.f to n.l ]lt fl.f 366 ISS tab MI U.] atl 9121 MO Q Wb ]SA 361 OLB ]012 3.1 MI SOA 256 MA MI MA x32 31.9 MI M5 ]N 14A }Bf M.5 311 Ir} ]Ot 10.5 NI ILO A n3 ']I lab fJ! Q~Z a IWb 246 ta0 33.1 3Be 303 1" 21.1 !06 116 JW 11.) Al 11.1 MO 10. 106 {- x lULZ G O 111m M.0 418 M.1 I01 10.0 119 19A IM 10.3 !IB 111 11.1 116 159 IW _ ___ ,4-t $' IAN I)A t6r 11.3 n0 tl8 in IS} 101 I I Uw X V C4 Q TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor CB lefty Teble(IDe gS Kmp_' 6W1Dab: 2.)1 CmcrcN fat cane. NOODw G1U tOm0G1U vi W9W IL<W (Of?e)X`ANCHOR '""`�')=ANCHOR CAP.- 888y SIIB'Eko VI'69 Elrq Y16'E1w Ir1.la.. 010 5155 0126431 IlfSbtl MULLION GTO OBTAIN AeohorCUp Pefema Arcml type: 1I8•flw U1m>m I!1'EbO UVawn Ylw Elu UVeean tM E40 Nnvu VBrsm Po0nG31w NuaOn A8ry¢0114 error(GS)SercA(WI Brlrw(Gfl USE THIS FORMIM TOOBTAW THE'ANCHOR E080 Db4rc0DN 2.+rr r - IsI!' V 2112' 21n• a• aRe• T _ D.aB• O.s1' 0.]u• CAPACITY REQUIRED- RRESPONDIN.TO AN Enu4emm16nY lar 1.vr la•1• fare• 2• 1.- 1-1W +-Rr IIA• IdII• tnl• z lair fare' 483. ACTUAL PRESSURE REOUIREMENTFORTHE 3Att06n®us•NiO.o.clSISMW POBwI OpIBa Ik rDw ]Ww WIA IIw' grow 3Ww aslw Holm n wOPENING,WHEN IT IS LOWER TWIN THE MUWCN ®1.tr em on r61m01N f4ome0 apina zk 1Aw raow !uA WA ae3w WA run wA mxleq wm3 I+xom CAPACITY(FROMTHE TABLE)OFTHE SELECTED I-ho vaw Nnw WAiWw2ew eA. tmtw 66]IOf IlWw 1120. MULLION.IT WILL YIELD A MINIMUM ANCHOR NN wA N'A WA WA WA t.A ItlA WA WA B'-0w CAPACITY WHICH MAY BE USED TO QUALIFY enw IV Dr IWw nIw ]10D46)w ]n bq N]1ee no en AI As 2Ww ADDITIONAL ANCHOR OPTIONS FROM.THE N/A- WA iWw NM NM WA WA allw 0131m wft ANCHOR CAPACITY TABLE RBYISSO BomgLly6]9 ardh the FIaINn "ds cod. 4- -01 FIGURE I; FIGURE 2: 1.250• p TABLE NOTES: • ON OA EETDING.SEE FOR 2A INSTUSINGRUCTIONS THALAMOHE METHODAND S. FOR INFORMATION 4fem1 oMaluclyC 1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 111/l 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I �5� NN LYNN y,�Ar�1 FIGURE 3: ANGLE 3)MUL-I AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE 3250' T CUP SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS \�•' ID 11 1� BE US EOSHOWN ON SHEET521.27.FIGURES SHOW SUGGESTED,APPftOXIMAIE HOLE tDCA710NS 121: N0.)18705 /_ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ice• __0 �! �• GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 000.WOOD SHALL Z FIGURE4: FIGURES: FIGURER: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE �7T•'. �5.7 Wz 6083 T6ANDBEAMINIMUM OF.ICO'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND �' :ATE �� .045•THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125'THICKANO A30.ALL /.25•%3.25•X.100' r S$ � • O ANC HORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION r (UI�A�' • D10 8 k12 ANCHORS INTO WOOD MAYBE STEEL.18-8 SS.OR410 S.S. A Li'Npl MI Ij� ,P.E. FL P.E.7158705 I TABLE IgA Mumm Cap.tlty Table(limo') o link Opening Width(fo/wdicaly-sanning muflam)crOpening Haight(blhkdlod,"panrbg mUSOna) C pC Mb Mln TOk 60b %b 0UM Ileo tlDin 160b 84tH?'� 13611326 R.11%. Rlpmivp R+{unpdu TMp9.ry. M, . TryYlrf.4, Wunwlu 11IpRRIry .1 .1 iupA6Np Ibuuq.b Tnylvg- Reuvµlz TnpTiu,p. ReumpJit Tnprivn9. Re[UnpYu TnpRlleg P iTp l AUS LVOnp Ivory W k ta1Rn9 lo[Itllp Lo10lp 3nNup L.Ibep lvarg Lv4+p taffivv lAH9N was o leKn9 L-M l.+Ini 1o16ap le.dbg Y YY Abaa.Tbbe A .&_ S �..1 E_l S .0 �_ S,- 'TJ 'J.. 3 ��E 5.. L �.. B C.- 5-, ae. x 11 � ie 3e E� a ?E a xa N sus $ � 8, $ e $ $ $ '§ s1S< $$ a€ $� E3ie $' as $ a $ $ _ ! $z9g5€i5 '.mril 3e 8a 8a at: sa 3� Sa 4e Fa 3�, faE da 30 8a 3� Fad as 3a Ya ?a fa $e is ig Fa §€da �� Fa $2 fa € sa o r 116 1110 6M IMA on 1111" 111 lie IID IMA (0D 1100 606 flop 911 Ile.O 519 110.0 1116 I'll 521 AD.a 0M t?kOj 621 NDA H18 1100 $21 1100 IMS Hak 6a1 I,..a 7m-i..a 6L _J W I9b fM.o 191 I1LD 521 1140 050 IMO SN 1100 492 1)00 630 IMO III] 110.0 661 1100 1215 H0.0 6R 110.0 1111 IMA 600 110.0 1100 INA 600 169.1 191] 17a0 WO II..S 190 Ilea a0 _ ...I4 I".. 111 IM.O I. 11 0 .56 wo 631 Shia IHS 1100 624 110A 1195 110.0 Ill Ilea 1315 Hao No 1100 HH HO.. IN 1M.1 HH I..a IM 15x6 0)I IMO IN Im.5 IDH Ho.O IN use IM.O MI HOA 91x IMA %6 1100 691 1M.0 It" 111" 161 HOD 1]16 110.0 Ml HIO 1131 VISA Ill ..a ISH 110.0 056 INA I"S IT.. 851 111.1 1159 IMO 861 111.3 1)59 110,0 all W C8 Q _ m Mia IMA 115 HIA 101 IMO 1063 IMA 191 HOA WD 110.0 Ole IMA 1111 Inke HI Itsm 1511 110" ppb 115.9 1511 .... 10.1 IM.a 1511 1M.. 1011 03.6 1511 1110 1961 24.6 %11 1M.D IOH V m J 6lb 1100 SM 170.0 NS 11.1 file Ill. NO 110. IM 1100 HD 156.6 1170 IM" 015 1392 1710 Ilk. 1016 I— DM I%A 11]] TWA 1310 1%.9 IOM 50.6 I,,a 1%.1 MM T4] NM IN.1 1010 p 'a. 170.0 171 IT... 109 IN. 1169 II00 90] 1.1 IUB HO.D IM1 136] INI 'Ill ON HLI I'll 111.1 000 I%9 1241 H9.o 9M Ne IND 1.0.1 910 11.8 ILD 1290 11I Set 1111 IMA 916 11m 161.6 1%9 Im. DM 1 ! 1019 Net %x 119.9 'No Sol.l lis 1%" 1%] 119.1 BM 90x i%9 109.1 N0 039 IH] Iw BH 699 I%9 N" 01] 59.9 IW9 911 NO STA 1%9 91.1 e20 5 ' n• J y M{n 1a.1 Nf 119.1 aE 1119 Ht iM0 DOS IOI.Y NI 111.1 191 092 011 IM.O >n IB2 NI 91.1 116 24.1 HI ISA ]N %3 111 NI IN 610 NI See Ill 24.6 %1 N.l 116 .=.1 � Z Mb 132.0 ON 1314 not 1110 691 1169 161 24.3 otl Sam 161 02.5 aN 91.9 )10 Ili 191 24.1 )]0 %A ON IO.3 D1 1. M MI M1 11.1 624 11.0 MI 1L] 6H 66.1 624 Q O ' � Ala 66.9 611 N.T SM Ito 241 21.9 sea 614 611 652 615 Sl/ 6)1 58.2 566 II.I NI 5x9 IN 1I.e 611 10.D 551 JL3 611 all STS 0.1 HI 39.1 NI a69 6/1 17.0 246 � b Q O+ O %b 110 SM M" fin Soo No 611 611 m6 SN 61.1 M9 Nl 624 11.5 M] .1.1 190 130 /N ]5.1 IN 390 100 fl.5 a" 24.1 IN 25" 5% lib 151 77.1 590 19.0 124 F X C 1D9in ILi +46 %.1 111 1 A 246 24.0 111 363 166 11.1 NO .1.1 166 H.9 103 NA 166 "I ]% x1.9 166 a1.1 DI 201 166 33.1 ]li 11.0 IM 2La HS 163 IM 19.6 HO 243 t5)p 0�� Illi. 16.0 NI 16.1 IM ]01 241 Ma 3% 24.1 NI 24.1 ll) 286 111 M1 ]N a5A 111 xi.] 324 fl9 Nt 21.9 3M 19.1 111 "S %] 16.1 111 14] 356 11] NI H.0 ]51 W PLA iflin XJ HI 249 J11 )02 !I0 310 ]l9 L" 1M 26.1 JH 249 ]IO }l.) >fl x0.1 118 xl.] ]L IB.1 3II 19.5 LI Ill ]M til ]II X N INm SLO 242 212 }a NS x6x I/.B 324 150 1Q ISJ x16 (V Q O 0 a Z.0 W TABLE TDB _ ANCHOR CAPACITY ADJUSTMENT FORMULA: M [c� ''}�K chor COpacltV Table([be) (i ANCHOR CAP., „•, SUODNb 2h Ov[tVe ]St Cm1 MIEWOAU FMO LUU PI WOoO INH] (DP-)% �_ANCHOR ArcMTry¢ Y1V D<aMam VI'EROUMim SIIV Ekp b Tho Ullxm UI..U3p[m VI'SS Eko Hlr fYo Yr 93 Nto tl-1etl a1131M ax3lat MULLION Mch9rClip Palrome U66tm A0D'cOda 13-an AMyrO St¢I(GS)Sn')035) Strtn(GY, USE THIS FORMULA TO OBTAIN THE'ANCHOR EaPr adlrce n7 i• SYr 1• a-ur Stw 1' 2Vr 17 2- F sys 1• o.1a• 05r Darr CAPACITY REQUIRED-CORRESPONDING TO AN isUedn[kd n Iarr 1s1 f.Yr I- or I. 1•v1• i-Irr1 2• lore- 1- mx+ ACTUAL PRESSURE REQUIREMENT FOR THE 2ADtidf®1]Y ABn OC./SfOM>alrOpsa Op(Rp 13 JMm JMm aoa Mk. ITi11a vkm xm. SHm 11oa 6119. s%m 016. %1. UL 4Na rma OPENING.WHEN IT IS LOWER THAN THE MULLION IArtnn Mt.e•ub 0.c/4awM(or Qbc9ap lnp 2l aroa no. uu Ra flu nw ]m. Ina laA n1A IgA na mx 6+ mileHma CAPACITY(FROM THE TABLE)OF THE SELECTED IAM1MNsu33oc.l TOasAlgbanl0q]) Tmm IM. mobs lxpa ITm. Nob[ fimm lYA )FAita Iam 624. 139x. 1826+ ossa Ilmm MULLION.IT WILL YIELD A MINIMUM ANCHOR JMIArsp401•Hh Qk./VISp.b6.lm`PDca.(SIO IJ Ina IW 11!0 ILA IIIA IIIA IUA IUA IW IW IVa IUA IIA M. CAPACITY WHICH MAY BE USED TO QUALIFY IAr[tmlFtlp6196y am. 1Mmits b+ Nsm en. 13sa Iom 1n. a1011A 131 b+ J3Im aria ".0i121. a®]a ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCI'RBVISED 2AKMn 0IAV UN 0.1F 0 "069 SMm IIIA IIIA IIN IIIA IMm WA IirA IUA Nlm� -1ANCHOR CAPACITY TABLE. nOdIa yy"S Bb lbv Yl%Ida mA nmm FI1: FIGURE 2: TABLE NOTES: 1150' Due • • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION -W d,Plada Q.,no ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 511 3 111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: �`��:'�SCENSF-'•�FP�� ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE 3.250' Pr' CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _Tir BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.09705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFlCATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL �1. FIGURES: FIGURE 6: FIGURE& BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T �0 ., STATEOF CC/� • 6063-T5 pNDBEAMINIMUM OF.100'THICK.STEEL STUDS TOSE AMWIMUMGRADE33AND ---- %'h�p''•!,COH1V1;.•'•G��: .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST A25'THICK AND A3L ALL • O ANCHORSINTOMETALSHALLEXTENDATLEAST3SCREWTHREADSBEYONDTHEMATERIAL. 12VX32wNAir • al 412 ANCHORS INTO WOOD MAY BE STEEL,IBB S.S.OR 410 S.S. MULLION ALVFIIl11N:fIPL R.P.E. FL P."58705 i TABLE 11A Cop.dt;Tebl.PbfMl) eta$ Op•Nn9 Wdth(br9D0iTATysPamin9 mTA9)oropanlnp Height(urhodcorlatyspmnMO m516ns) bb 601. ION ION 90N f006 190% 1/Db 160% RrcbryWi T1epRrien9 CvpJer nedlrmnp Reaenpa• Depllneq. Rnalre0axl Tnyrdarg Rrc1ealNr neyRAU1. Pn1Ye9Nu TnNTdm9. ReaeegiW TnprAM. PlamiRer hrpRiiae0. Naeepdv Trete�vnf. p f 162364 Ra leedp ktivq laeSep tae o leefnq laJ1. L9e0p l..N a.,. 1ae510 L.,.a t.eeiq W6n9 lae9ep ladOq loe6y lnb'nv b%g �y '�' i.07A AIum.Tubes ?' 5 5_ 5, 55_ .g = £ �. '�' S, 5 5 S 5_ ?�. ? y� �g R ?e. 36Ea 3 pfi 3r� isC �q; :`a �� j LL.�5 �B(�I 6d O1 m (U s as a to z� as of fa 3� as 3 5 fay�a 3�as 3e @a 3€ a �� is $0 8a 2e Sa 3 8a ie 88 i is 3 s"a �e sa o Ob 110.0 610 jvc.s 1/U AMD 111 IMO 'm ITOA 1® 17" 306 1160 9V "Do 519 lido 111( 1100 611 IID. 1210 1 VI.O, 531 1)CA 1'us I.Laj STI IID. 131 1100 QI 110.0 IV] VOD I RI If. 1111 101 ITOA 511 IID. 611 110.0 IN IMA 1V VOA lid IMA 1191 1100 661 RDA 1115 1100 6V IMA NI! V0.0 MO 1M.0 t?w 1M.0 6.o IToo 19i] I'n. 661 110.1 Trii 1N.0 661 14115% IMC III mA m INTO p6 110.0 611 Ina N1( It" 661 IM. 1195 1... m 1'... 1]15 INA ill 1N. 1691 VO4 136 lila 1111 110.0 156 110.0 TC91 IJO.a I. IM.a 1191 IMA TM SIN 11.1 TV VOA IV IMd a!( IID.O 691 INR 11H 1}0A )!1 1'0.0 III! AICA 601 110.0 1131 110. BV IMA 1591 VIA, I. "a. "Is 1N.0 661 110o All 11..0 "I two 'to Rob 661 co co O st. 111.0 as no NI I ] wo, 161 INA 1210 Vd.D 1)0 1T0o 111' I- 9H 110.0 1591 IT.. 916 in. 1111 'mal IO]] 1- ]11! im. lab! Iw,D TIB) 1100 MO Its$ 2%3 1.4 106.1 V''• Vl w _s 63. IM.O VJ no IM 6 ROA .50 IM.o a. VO. 960 11.0 IMI 1]0.0 fall IM.o 1611 110.0 1016 110.9 I/S9 "..a 1.2 166.1 MN 1M.0 1169 'It. - 110.0 I'll IV.1 9060 110A till g W 5 T6% 1"A 111 1N.0 N9 9 IMa M1 1N. V51 VOA 101] "Do 131 IIOA Hot V.0 Im VOA R. In. IHa 110.1 VID 1171 1960 110.0 Ill 11.6 11 M.. Q86 10.2 19M 110.0 ITB( Z (Gn'g 5 Mia IM.O M6] mo 1N 1N0 Mag IM.. use VDD Rm No V00 V4.a VID 151.1 Mm IMA 1]13 Il1.l 11N 169.0 me IIS. tIV U5.9 1161 1.1 1N1 IMA VV 16] ITJi so.? 351 J NU 1746 RV IND 937 b IiOA 1060 1611 1558 110.0 1109 111.1 16X 163,1 RBS V1.1 1656 1516 1166 111.9 1(56 1411, IMA Do. ISS( Vf1 1. M.9 1156 13.1 "I, 11.1 1656 111.1 V16 = Nb 1140 1161 IIDA 9V I Rost 1116 1559 it" 1691 1315 13u IJi' 15].0 '. 1]1.1 1411119.1 1}06 1.9.1 1111 119.5 1191 90.9 HV II5.9 1139 V.9 H)] 110-0 ILEO 689 NV 1091 AILN u1. 1110 am, R6 10 1119 961 OLD 1110 10'9 951IDB1110t6J976ri1IIID N.S ITT Ito ilia 00.1 IN 591 1110TU1110 656 !i0 11.1 IIID fTJ9Mn15 101.5 66( 11.6 9]S eft 613 M.] 9U 16 1N 650 816 TI.1 IIT 08.3 9]! 65.1 101 l6! 913 V1 i19 IIA 9R STJ 116 ]Sb 9)3 191 I6l x Z D91nII2I I0.i (0361.1 )11 61.] 6]I SIA IN Sl1 6V Il.) ]II /9A 655 11.1 111 N9. 611L] 10.9 6V MA VI ]SO6]I3Si11161}110 Irl Eil O 66.0 iM 61.1 )10 561 MO 113 T]6 19.1 611 JT.I Md 130 6M V9 110 .'t 6u 11.5 110 15.6 6M 3.0 1 ]1.9 Sf9 1I iM 999 561 W M Wie 591 631 61.1 669 199 RI 51.1 SN 139 6N 119 651 ]I.! (3 N.1 HI ]]3 631 ]SJ 1V M0 6N ]}] 31 TSO 6]I II.1 619 ]11 6ti 11.6 509 III an MA Sol M x N an uM. TLr In u.t 1.1 Do.9 M] M.1 095 91.6 ID u.1 no w I1] N./ Ns 1v m rad SII vA O] nA m LJ 4 O O Qa .N N TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: - mK Ancllor ClPaclb,To..Pa.) ANCHOR CAP.,,.,,, _,"'a famine DSkemc. xabMau Taea Txlu PTwoDD udd (DP,„)X( �=ANC110R GAP.,., YIC Dro VIAS FkO 0116•EL•0 VI•.9 EDo A .. #12- al)6loef MULLION McnOrClip PetMm• AarRr iypr rlo Orowram Ile Eko ubIXon Uk><on sT6.Ocdwre:m u/•Ekoulxm "soa'O ufaam AaaaGda suealD3)s-'rA tic" 51 USE THIS FORMULA TO OBTAIN THE*ANCHOR E.TJIn1R6n jvij 1• .1,2, 1. 2fm ails r 24/z 1• xuz z MV z a- DSM Dsr CAPACITY REGUNED'CORRESPONDING TO AN Ienmlmaml ulr lyr lye• 1yr r IVA• 1Nd' I.1/d• 1V1' i•IN• 4111' r Ise• Ayr w1M ACTUAI.PRESSURE REQUIREMENT FOR THE f Aalvn®ar5•UIn 1.STsur.a.omk5091 pip 1N som 9ma eAm o]Dm 16um nom Smm D91m rave 3/N9 W. aIle DHm /Vm WAD) OPENING,WHEN R IS LOWER THAN THEMIJLLION IMMf(21.10'tAh O.GlSIBMWICIORH)wP 6102) IC9 D11 IMM I 111A Inn WA uu DM111 WAWA 1vA NA 6Azm a6sm 1'.. CAPACITY(FROM THE TABLE)OFTHE SELECTED 35 IArceds®rum.o.C1 01--01101.]) 'm Df 1ma 6mm laso. Ino . SaooH 5[Am iw Iona TMm amm M93to Win 665ie IIMW MULLION.R WILL YIELD AMINIMMANCHOR aA¢Yrn 690A1'UN.O,GIUCBp.bb.10r-,,4) ILA IYA IIIA IVA IIIA IIU ILA 'UA ILA 111A _WA IMA xU IVA 1TRm CAPACITY WHICH MAY BE USED TO QUALIFY /ArtIIXI FlApd49 IT 193m 1p6m ]3.m OSm 6}3M 1]fim 9tl0e 1V 0» 9)0Re 161 Ne 6VEe ODOR I'a. 12116 ROfe ADDITIONAL ANCHOR OPTION'S FROM THE RAIVIDQ®ILII1M1 OC1Ff3p 210M 051m I!/A tVA IIIA I!N 150 WB ILA MA tUA ILA IIA rfOm ANCHOR CAPACITYTABLF FRODUCTRBYISED N01m81v11h 1Ee PMdd• madIn8�0e �]�- -5.250•-� Accep0®ro No( ��J'.� FIGURE 1: FIGURE 2: TABLENOTES: DBw I.... _(da' ,C • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iMN DdaN -coal" ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t63A5I I I 11111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. ��,`�O •• ((F'i� FIGURE 3: :'yAGENSp'•.,9 ' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CUP MUST SHE 21-23.HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ><c: No.50705 .x to BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS.HOLLOW AND %'O'.� �^ GROUT-FILLED CONCRETE BLOCK UNIT(OAU)SHALL CONFORM TO ASTM CBO.WOOD SFNLL %�•' MI 15:1 Lu-. FIGURE 4: FIGURE 5: FIGURES: IUR S ATE O 6063-SE 16 AND BEA MNB.1 M OOF.100'THISCK STEEL ST 1DST BEAMNIMUM GRRADE 33ANLDE .824• 'U'C�•`Ff01110!;. �2�` ANCHORS METAL AUGE).STRUCTURAL LE S BE SBEYOTHICK NDA36.ALL ILK] ANCHORS INTO METAL SHALL EXTEND STEEL LEAST E AT LE THREADS BEYOND THE MATERIAL 111/U 11111 e 010 it INTO WOOD MAY BE STEEL,&B S.S.OR 410 S.S. 1.25'X 3APX 1024' A.LYNN MILLER,P.E. MULLION FL P.E.B 58705 I TABLE 1211 MWR Ca dol TeblO We)WL72 Op.SS.gWlBth(f.Mft.7}9paT19rB m�AloW)orOpening H3lBM gortmAT.Itlalylpelritq 70111:0170) B � 3[11.26 Pac3lnyW Sol, b n1mp'rO4m WItu0U3IWinn1d)4.0. PIadIn6v)OFTrIpTB`0 flaOnrryroO BOMTrt-ft. flL_,,eDOInL3{V16wq fLtleroJ1S7 WMillePtivO. Ras.lpWn120ETeeplT Iro. PeLIen081tI10Nm1pTlenp, fle[iPgtlm160NAtORBap. ,y�z1^��NNO lolero LuOro laWnp 1<v6n0 Inaro se.MO 101,^4 Leeln9 WAnp 0111�p Ah-TUb 13 in n 11 1 to a21. 1140 am 170.0 43! IT40 7" IMo IN 1740 BBS Ino SW VOD 982 IOD !19 Im.O 1116 IT40 WI In. 124D.1100 621 Imo 1188 170.0 WI Im.O Im5 170.0 521 Imo IoW Im.O .1 O IBM 1140 103 1]411 SN DOD BSO 110.0 - 11,0 001 170.0 WO 1704 1133 170.0 01 tnO 1273 Ir40 870 170.0 1417 170.0 6w 170.0 Sim ROA 880 110.0 INS 1r40 No 'no 2mr Ina ld0LU 8811251, 80.0 US 1740 Wi Rq0 696 170.0 U1 1]40 mN 170.0 031 In. 11. Im.O 7D IM.O 188 IT40 71, Imp 1101 no 756 80.0 1793 170.0 7!6 Im.e Nffi tm.0 IW DOD 2391 1Too TW (Y h BIM 1740 79 1740 am INA ON 110.0 US IMA f11a Stop TN Ill. 1216 IT40 903 (m.O 14. 110.0 W] 170.0 1691 1100 BW Ink 1013 um-33. 881 IT0.0 291 110.0 031 1r0.0 2530 170.0 031 ILI o 0 Wb ImD ON Im9 ]01 Imp 1.) IMO S9 1140 UID Ino GO Imp 1417 Ino OH 110.0 15. 1140 990 1M0 Ii71 170.0 IWI Vq8 2123 "1 1- "1 NM 1704 IOW 7644 2850 It0.0 IOW Wb STU 030 IMO TO 1011 1118 170.0 850 IMO UW 1704 NO 17011 INS 1740 1015 Imp IBM 1140 IOM 1700 IUB 170.0 119 IT00 Z91 11,11 1103 IW.] SSV SMD 1111 VBB 2551 1]0.0 illi J { 8831 ITOA 971 IMO 709,17011 1169 Slob On 1700 1361 1104 IM2 1mD ISM 170.0 IDS 1011 17M ITOD 1155 110.0 IMS 170.0 1214 1104 D39 IMA 127 15111 AV (IOD 1288 19.o 211 V I 1208 Z = �• � �1 mN R40 IoW I= 673 170A 1276 Ino 1088 170-0 14M 170.0 11N IT40 1700 110.0 1270 Imp 1913 1140 ISIS Im.O 2125 IMO 1387 115E SIN VISO 1188 INA 21M ImA I)W 1W,2 21& ITQD ISm 90 NS, Imp tin IMO WTI 170.0 DIS 170.0 SON 040 Is. Sno UW 170.0 1791 1]0.0 IsM 1651 I- 440 1121 1188 INo mo 160! 19.8 1860 IUA 11,1 108.1 1060 SMD f5S 02.0 Iwo 1511 IUs j R l I S 71. VOA 1151 DOD IBIS Imo IMS IMO 1118 1140 tall 170.0 1x88 R0.0 11,3 R0.0 1!88 1'+27 IWI 1]40 iD/ 1911 IWI 1631 1088 SHA IWS 1D.] 1170 88.2 1881 Dp.B 1700 BSp 11,1 DTD 111, 07 r < Wb 1]0.0 1311 1704 IINI Ilo.i 1394 LSSA 1210 194 ItDs 1340 1108 111.3 1190 UID 1179 941 1398 1103 "I W.) 1096 101.5 1111 IIA 1193 88.8 11N WA 1308 =7 110! No 1]90 "0 'm N I., 1DA 1288 161E SOU 123.9 179 IVA 10M INS 1229 111.2 IN$ 02. 1270 039104416.911719 BRA ISIS 73.7 1220 021 7010 61.4 199 = W] 52) SND 0.9 B)1 0.1 1228 82.1 BW F Z O 1031, 103.6 BTI 10311 01r 143 Dll 09.0 851 NA 91 TI.2 MB 1,.7 071 681 821 fit& 971 BtA 625 BtA 871 SA 916 13.1 971 19.0 708 37.0 VI S,.0 782 321 oTi IOD 771 I!) N� �� ISIS, 951 Oil 914 883 145 BIB BI.B 010 081 919 148 CO3 W. BIB 62p 101 88.0 BID 68.1 i1, 1/-7 D19 6111 701 341 419 S,8 760 KI 010 103 712 204 D19 37.1 132 W X 1mN TSS IN 186 110 038 TW 8{.0 105 S39 106 SSS 6'93 122 780 141 688 11.9 ]W NA en 1L] 188 /OE 688 SIA 788 ND 653 S,.0 IM )1.0 US 935 700 23A co INE 133 6S, S,3 601 ]8.1 MB ]i.0 Ito ]13 S,6 no Ipt 9.3 a. 2a3 I33 21.3 5S, 25.] DO 2L3 510 '2211 171 16.3 6S, IBA N/ 154 U. 17.2 ISS D.1 SN 16.6 NB Q N Q Q O TABLE128 ANCHOR CAPACITY ADJUSTMENT FORMULA: D' Z O fA AneNorCepatitB Table(lbfi ANCHOR CAP..,.,,,, 9W6WIa 2h mlLlde J6Y Cat[. plow D.fV It0eV 416V vT Wm6 ... (DR.JX1/ 'ANCHOR CAP.,,, btEfY9 x1'35 fY05'IB'ftd VI'65llto dm5ltfl 01231.1 90391.1 `MULLION CM...,..w�- S� AraM Type YIS DLONam v1•EtOUM[m 119 EltolPAcm W'EkOU.aam AQ ho,CIIp POl.m• u2lacm A9Peoaa u.xm Ap74caa sLa.(A5>Sae+LOU sslmrys) USE THIS REQUIRED- ES THE TO EO9BOSUrtB On) t• 2-171' 1- 2-07 ]IIS• P 2-112• Y Dvi P JI,s 2 qA' 461 01N' CAPACITY REOVIRED•CO7tRESF'ONDING TO S,7 Fm.ana04n) 1Alr laa• i31e- Ima• z bur %ur--'tvn• 1- 1.u1• till z ,.va• -'1dY vIm! ACTUAL PRESSURE REOUIREMENT FOR THE 2ABL.aQ9li6•RW 04151rttla0MU.e1Gpp. IS 3J 880153 3W.e Qp.a WB.s INS.3 90.1 288. 701., N01. 911, 6MM 91803 311 Ln 103883 SWM OPENING,WHEN IT IS LOWER THAN THE MULLION {Amt3n 01b3.Oh OA.lBta m.rya0e0Cb01p s) 7m.a ]m ee 6341, T{&'l. 1QI.3 nM us IIIA 7011. ISM B.Qe IUA Wz.3 _7T.- Sit CAPACITY FROM THE TABLE)OF THE SELECTED 6 Aa11a501.71•V b 0.0.IS6�Imm lalzBMtm 01017 WS.3 Jl 7.11 P+3 19496. SIM SIM Im. 11. -1. IIIA SVA 1. Son 1. 139 tb I6Wtl MULLION.IT WILL YIELD A MINIMUM ANCHOR IArcma®r.h 0.0.1(g2s5ATgleCgnl 967 ]W.3 7 No., 15881,1 1m6.I O. 16DR nM Mol. )IB bT a." tem I. Wz.s e,,, ttmDa CAPACITY WHICH MAY BE USED TO QUALIFY sAnma®zu9.OGI p12aArO.og101067 1noDa Ilmm 1om.s zJmm xala ms amee iw nm xd num3 709.! age 709 18821. 139e6 16Ww ADDITIONALANCHOR OPTIONS FROM THE JMta301.N'LIN.O.GfUCyB N9t12Y PAm SVA IVA 3vA SVA Stu a1W SVA Illq WA IIIA IUA Il'A 11. SVA m ANCHOR CAPACITY SABLE aA¢aa300.M•YI..O.C.IVGYp,.MIUS•AAm PN B) SVA 3VA TIM IIA IIIA IW SVA IIIA SVA SIM IVA It'A 11111 IYA 9 1. PRODUCTRBW$® 2PMWa 026v WA C.CITGBp RIp Ok JN.> SMI. 5151331Us6 IIIA 388.1 IIIA lltll. SIM NI.e II'A 331.3 IQ.3 .093 FIam10,g Q3d,3 (WFk 1,3. 3A.-01]1.4.,O GI Faylllp.107 S,1.3 62111, Sm 03 0}01. SIM IIIA OU.a SIM SODS. NM IVA IVA 511.3 61,Ba 810.3 Sa'NmIm14o �O NOTE:FOR THE OFFSET CLI,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. . D.S fiV• CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 1. FIGURES: FIGURE2 FIGURE 3: FIGUR94: --'2.000• IWO ad.h ja tCo.ml • • TABLE NOSES: 7511 t 11 11 i l lT • • i)SEE SHEET S FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ...... • • • GENERAL INSTALLATION METH00.S. ` `�'��;•'rGENsf- FIGURES: FIGURE@ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I y, 4,000' No.58705 OW _ • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-23.HOLES TO BE DRILLED IN '250• _ ar FTHE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE � K- LOCATIONS. (��Is•;��_ FIGURE7: FIGURE& FIGURQ9. FIGUREIO: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED CONCRETE BLOCK UNIT "n•'•;F;pµ\OM:'C2`� • : (FIGURES 539) (CMU) CONFOMITO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITHAN SG OF 0.55. •IIS"- MUSTBEUSED ALUMINUM SHALL BE 6083-T5ANDBEA MINIMUM OF.125'THIICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.OWTHICK(18 rXe•X.x6•MULl10N '��SS!ONAI-E��' IN PAIRS GAUGE).STRUCTURAL STEEL TO BEAT LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNMIILER,P.E. THREADS BEYOND THE MATERIAL.NIG 81112 ANCHORS INTO WOOD MAYBE STEEL 18.0 S.S.OR 410 SS FL P.ER 56705 i TABLE 13A Multlon CB oc T6b10 baels ° �� Oponin0 W14th(forwitim2y-spa irg mU9ore)or Opsning HPlDht(for 11ortmta*spalnlr0 mlffia.) CyC k 601, NN TON mh of. I 1001, 1201, NON 11717 -v.I TaP'0a,0. Re0l w TraPTdanO. 1LIt-np6E T-p'RenO. RoeWp'2E T,aplt , Rana v TIAOitlaq. RMEpJOr ltvpTdarq. Ran1,v0da T,,1rW, Reclarpdn TrpTdary. PEteryPlvl Tr,Oiale,8. � 2It6P35 1-. 1 ,IILmMp L I-V I-N tmft Ladlq Wft Loam Wdn Lab0 Lodre umn L Imd40 In di lmdvP Atum.Tub6 FO u �..'t �7_ '� Fa�. .1 dr 'Pi �.. a 'J.. 'E.. �i_ cTi.. 2• .• oY MQBI.n gg Ls�1 j}1 z Z W 42h 90.0 on 170.0 (361 fM.O 711 110.0 417 INO OBS 170.0 000 lNo 002 170.0 510 170.0 Hit 110.0 521 1174 1240 110.0 521 170.0 NSe 170.0 521 110.0 1'. INA 671 R0.0 103 17.0 521 Q 176 Imo la IND sty!I= MO INA SSI IND On 1704 30 170.0 173 1100 681 170.0 1215 IN.O BR 170A 1411 INo, BOO no IN 110.0 480 IT0.0 143 1704 SW 170.0 nal ITaO somsb 170.0 747 INA %IJ 1700 No IN.O All Into Iae Vito 881 1700 Ito IRO Tim 1140 Ia5 770.0 741 170.0 1101 1740 The ITOD Il9! into 750 1704 1001 170.0 700 170.0 2381 1100 759 Q' N MN 900 T07 AMA 6121 I/00 859 170.0 901 1740 1116 TMA 751 170.0 1215 170.0 SN 170.0 1134 Ii0.0 817 INA 154 1740 No I70D IBI] 80.0 Mf 110.0 =1 170A MI 170.0 2550 1174 M1 W 0 NN RGA 665 1700 70111 1700 103 170.0 107 IMI 1210 170.0 678 1700 1417 IT0.0 ON 170.0 IW 110A 089 INA 1771.170.0 103/ IN. 1125 1700 170] IN.0 2410 170.0 No INA 2W 1700 1� (J)/ Nh 170.0 ON 170.0 1/5I IM.0 HIO INA ON 1700 ISN 170.0 a0 INA 1166 110.0 1015 170.0 fel] ROA 1076 1TO.0 109 IN. 1122 INA n!f INC 1168 INA 283 1N.0 1171 170.0 NR 17" 1171 wit INA 974 170.0 7NI 170.0 1100 170.0 Bm 17QO IW 170.0 1017 170.0 16% INA load 110.0 UM 170.0 113 INA Ia0 1170 1210 -0 RSB 170.0 INS INA IRT IND 113 INA 3117 170A Too RN 80.0 103 1100 gal INA 12n 170.5 ION Oto 11N 10.0 1128 170.0 IIN 117.0 129 INA 100 Ileo 1715 IND 2125 170.0 1381 GOO XM IN0 143 %Too 2015 1100 ISTD 910 SIN 1104 1510 sNN tM.0 HU ROA BRI IM.O INA TITO ION 1100 15M tNo 1209 170.0 1701 170.0 1]72 110.0 2018 1740 IRI IND 213 Ino 1503 1704 TBP! 1700 1- IAA 51(0 IND I64 1700 3580 170.0 173 a NIS 90.0 1151 900 861 1N.0 Ill IT00 I11A 1140 till 170.0 1250 900 1812 117.0 1360 170.0 MIT IND 1471 1/00 2172 90.0 l6a IN.023 into 1700 170.0 3217 110.0 1771 170.0 303 INA I- a N mN IN.0 128 'I. 1170 1760 154 INA I= 1700 HO 1T0.0 1108 170.0 293 Into 183] INA 2301 1700 1701 IND TOO tTOM NIO 1700 113 1170 212$ Moo U13 1704 21R IN.$ 3413 INA Ttol Z � 2 � G 0h 1704 1117 1700 IYJ{ 90.0 1100 IND 1431 1704 1083 110.0 ISM 110.0 NOT 1740 901 110.0 2550 170.0 1032 t704 Nn 110.0 NO 1040 3108 170.0 1738 137.1 -M 750.9 2470 120.0 314 1541 ND Ha- ypy31� .O Io. INA Is 170.0 1100 INA IB13 1100 Lal 170.0 2131 170.0 11310 170.0 7550 Into 2017 I4A 2141 900 nil 110] IN61 ISIA 33] 194 2U 1104 2181 104 2761 1288 2531 011 281 1160 2117 N NJ, Ili 1,, ITOA 138 1700 115! 117.70 1060 1170 1717 170.0 2>m II0.0 IBR 170.0 1171 170.0 2118 ISIA 20]1 1023 n13 130.8 ]BR I/81 120 tU.5±Mn1j"4 2168 81.9 28R 115.1 214 OSI 28R 108.3 2005 X INN IMA tnl 1700 I 170.0 2123 110.0 IMO ISIA n52 150.8 1081 1351 2n2 141.4 104 1N./ nR 1212 1031-12]'51 110.1 1015 0.1 xxNiNh tls.t 158/ fIDD 1143 td] 15a 10.1 1{15 80.1 1581 BI.S 1117 741158/ 1771300175 1:41 TL3 tsn 178 ISa 0s.7 138 SLI 13J0 11.7 1361 182 INS 10.1 1501 17.1 i]ei Q N � O O a TABLE130 � ANCHOR CAPACITI'ADJUSTMENT FORMULA: � ' A0€ Anchor Ce.ol Table Iba -- -- 8 IPA I .... x.71,-11 3.51,cEw 1whlaw FAm me PT Swoa Raw (DP,)X(WCHOR CAP.,....,.�_�Ct10R 8 Mi6'FY0 01'55 EkD Ni6•Elce RI.56 Ek,A1064e1 btx 6Qtl "T6latl MULLION ,,•, AEA; 1'ib•Ek,to- UI•Eb41890.. 1f6•EiwUUa:m IN•EkO UBxm Aneho7COp Palleme U'vsN A99E6ag1 to o, Agrt6vlE solE.mS)s.reE lost sae+.LMsi USE THIS FORMULA TO 0871717 THE'ANCt10Ii ITA9sdwa40n1 1• 2•fr1 l• x-lrr_ 3ts• I. x.tm 1• z-tR• Y Y o.1e• o.d' 0.317• CAPACITY REOU7RED•CORRESPONONGTOAN EOAadnE,t On7 tyv 1.L1• fare W'1' 7141Y 1417• 1417• lot/, 1.111' I.I.• Y IS'C -ISq' nde- ACTUAL PRESSURE REQUIREMENT FOR THE 2AInb2 Q.-Mm.QGf91vmOA EON wPq.1613 Jm ma 3171; INm etyma lalw zN N- -1w mmmJN o» 110 ms - -1- stem 3110. Won 61710 OPENING,WHEN R IS LOWER THAN THE MILLION 4A2MaO ass'm,.o.G i o-,4(EW-ACIO(Fla 3t loll. rola moms "oma 11310- N 4, 617IN a0NO. 113 ms 7490. Rama MTm On 11x,. CAPAgTY(FROM THE TABLE)OF THE SELECTED 6AIc6EaW l.T1'Mh O.GfSEm°0(ElI41B L9pffq.Ik 110157 1100 m- IOIO fa 25951; IIN WA 401; WA 10Mms WA WA WA 133 ms RNm -224.-ms MULLION.IT WILL YIELD AMINIMUM ANCHOR IANraa00a•Wto.GN p7z.5M0a vpe rffq.5), 7.W Notes soles 15601; K%Il, a0. SNI; WA 101.0 T4ama ssolm lot cm 4821; mon -Tum CAPACITY WHICH MAY BE USED TO QUALIFY eAa11Ou®5•wA o.c 7RITa6A,gq Q0a lffq.al: 1530, ISm B- tan; 31NIK 310 ol- 1060mt 1117E WA 15201; Ndros 17001, 314u 1153 m- 17700- zr0m ADDITIONAL ANCHOR OPTIONS FROM THE I2AmdEaats,1-ae/(z115AryIeao-1(Fy.7Y rtolb 3ito Ih -0631 31NW WA WA IRO me WA 13171331 WA NL\ N'A 23150- x8310- 330031 ANCHOR CAPACITY TABLE QOUCTREVISED 1 Ar4Esp 111•Wn.O.QI.,Gh McLf]5'AWv.n Al: WA WA WA WA IU.\ WA WA WA WA WA WA NA IIIA WA 1130209 mmpY s.1th eWadde/'� 6Arcem®0.4•Mh O.GI WI2.17171.125-A;n.(fq.0j' WA WA WA WA WA WA WA WA tUA WA WA WA IUA WA 231 201 I'•-2.000'-�I ov�epl�WN ��/7�+O 2A;6E4®1.6Y Alrt O.C/f-Cbp(Fq.10): ]Nb _:IA N- ISO nv 4070 1e�eW"7iOW xNIDv SSIM TIOIb J111b 391031 -9leNa 171 m- Ilxlm SCOW D� '+~' IAnetm WL71.1lh avFAxP .11. Soma Noma N,, 11961; WA IIA- 1101; IUA SAO! WA .WA WA WE 209 eMis IIN 201 .250•_ _ NOTE:FORTHE OFFSET CLIP,US THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: `Mf- DIdepr,Aucl C°nm FIGURE I: RGURE2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9,.FIGURE iG FIGURE It: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \\511111IIINI SHEETS 2.4 FOR RAL ° LOADING.IN E INTERPOLATION BETWEEN EMULL LENGTH ION METHOPE 2)LINEAR 01TERPOIATION BETWEEN MULL.LENGTHS AND70R OPINING WIDTHS IS ALLOWABLE. :e,�;�JCEFISP••-,� 8.000' 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EIACTOW.ENSIONS,SEESHEETS k+ No.88705 ° 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON = /: FIGURES: FIGURE.6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = 1,i. `Be ANGtE -,9"- -O•. ,Ali rS UI CLIP ( F �/� 4)SUBSTRATES CON IT(CMU) SHALL CONFORM TO SPECIFICATIONS.LBEPRESSURE-TREATED R SSUG-TREATED �' SATE ;Z (FIGURES CONCRETE BLOCK UNR(CMU)SFiALL CDNFORM TO ASTM G90.WOOD SFIALLBEPRESSURE-1RFATm ':Q,<•'•.,FLOfiNO:•',(p\:' s_TI YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 608145 AND BEA MINIMUM OF.125'UST �x/CC\(+ •' \11� USN THICK STEEL STUDS TO BEAMINIMUM GRADE 33AND.045'THICK(18GAUGE).STRUCTURAL STEEL TO •iS110NA�-\\9 pqEDIN BE LEAST.1247HIC%ANDA36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW 7X8'%15• A'LYN MILLER,P.E. THREADS BEYOND THE MATERIAL 0106012 ANCHORS INTO WOOD MAY BE STEEL,10.8 S.S.OR 410 S.S. MULLION FL P.E.M 56705 TABLE 14A `R ....._......__ ....__. _ �y+ MulOon Ca ac TebIO sfR _. OPenInB WHIN OarLem9e2yap6Mrg mlNaro)orOPenMB NalBhE por hwi3gM61WaPaIHIB ImITv'19) rkC a .In BON loin BON Wln loch IAN 14DM 150N t6 p RatAalgltu Tnpfrdig lk[I+Nrdu 1r41114ap R2tugWel TnpII4uO. Rs TrepT6,g Re:mn9uW Tmp'TM1vl1 R4HagJu Tap'T4vg R21uoWn TnaplTdup RaUryJu Trzyl4mp RecN,puLl BaHlldry OJB�[ 1.28"X z.11a Lbadhq g•Lae5r0 Lol0.1g Lo10pt9 La. Lo06tj$0' {g`1.,D -1 L-4g WPvp gILVLfy¢j LaBEND l$�lnaZp Lo44Jg Loa3N LaNYg lea6N Lonbre Qi F!Y Tube Mull a AN tat 6A I61.0 4A 110z SA 14&9 41D 1010 s& 1xB IN BHt SA Ixe 411 eel 526 1x1 411 R1 m IN.1 411 60.E sA 1341 Ott 513 BA 1X.; 111 N.1 bm ixl Ht LD bN aeb 4m 10a5 333 80.6 403 I. 125 89a 4W 564 320 614 40] 814 317 fl&1 403 72.1 315 dfli IW 7&6 3N 403 403 1&b 314 ale l0J Me 314 J0.I 4m 18.0 114 r6Q614 423 J52 D10 AI Bao - 113 a 51I ]B lf9 219 BLB 392 W3 ]9 45.1 - B4e ]BI 41.1 362 X63.6 ]8 x3 ]N 63.6 24] 314 Ti! B1.6 283 3.1 ]BI 63.6 61N W.0 J1e 7l1 )OT Gab - 811 281 4Ba 310 5r.7 216 424 J16 S3.O 1A 31.1 31B M. YA J].9 JIB 416 149 253 310 41.1 340 243 315 491 249 21.2 116 49.1 2. m p Q 60N 415 155 511 310 11.] 25B 4ST 214 x3 156 10.) 210 ]6D 1B0 31Z 10/ 2. 1. 1lD 261 2l7 XB :St4 1W ]0.B 250 A.2 AI III 254 321 Al 1&5 2. 311 AI � L11 tp ul 6]N 421 T34 4S6 AO iib 7H 1H1 ul tab 116 234 xT 182 7e.) 230 Jig 1W 91 Al 1&4 1Be 3t4 AI 2a0 lx I).0 2t4 Ab tq 151 ?H 265 1W 111 Al 3tb fo] � a � EON 31Z 213 324 t69 31.0 A] 331 1l9 2a5 313 1&B tm Zd1 113 11.0 12J zHB 113 8.1 1)0 1&6 21J 2&T 169 IS6 213 15.1 16) 13.J 213 220 1BU 11.8 ]li 13.0 +m Z N rL flN ]/a in 30.1 to 20.9 tni 1S8 152 204 1. T1.6 119 fr.9 1. 313 tIl 158 t]9 t&7 145 AN 111 t6f 'Y..4 140 2a] iBt t1b to t)A +61 iH0 135 1S3 181 He 131 ? � Z i5N Ab 152 AS 133 IaH 19 ID.O 131 ifll 152 f).6 iSJ a �- a ~ r Q O a TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA. Anchor &city Teel.Ob.) r Z m r ALJCHOR CAP.,.n,,,, suawc 2acmlmin as rnc. Ilm4acuv Es44am r7w555 uB1a (D7,)%� )=ANCHOR CAP.,,, N 11) r_0 aKln T2{4: 3'i6•EtoUtSm 11r EIloU6r%m 8116'Em0002(N1 IN'EkoNlrmm MULLION CAP.,,.,..a LU NI6•Ek0 Rd'sS Eta NI6•Eke V4'14 Fkb Ipblcl /N 8121 /Ye5t21 W N M[gorClip P6llbm/ I 1m12o, _ a9por.�lor alr:m a®ecsx e[m.L9s1 se1x C5I sam.(cA CAPACITY REQUIRATOORRS3POE•AN HORTOA x Eap luu3ne0n1 i• ave r atm s-ta• r Zvi• f• atll• Y 1418• z o.4a• O.M• Bsu• CAPACI7PRESURE REQUIREMENT CORRESPONDING HE p N W EmlglvmlJm tyr wr Isr 13'4• z Inu' fnlr laN• t-vr t.vr 1-vd• z lae• +s'z amts ACTUAL PRESSUREWERTAFOR THE U `ry Q O O 4a1Emp®3'AOn O.C.I 23 A012 i80a E9112 1(�ms ImBa Baa LaOmf wA 1�ma idem P60a 18J2a F81a 8&fia 1410a CAPACITY IT IS LOWER THAN THE MULLION d r Z p3 CAPAGTV(FROM THE TABLE)OF THE SELECTED �.CI MULLION,IT WILL YIELD A MINIMUM ANCHOR m� CAPACITY WHICH tAAY BE USED TO OUAUFY ADDITKDNAL 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 24 FOR GENERAL INSTALLATION METHODS I 1260'-1 a>p)in81Di1a 0w YIBHda 2)LIN EAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE N9'1a-T O�� FIGURE 1: usLlonORf 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. 2-17g STieml ,rWWatuq Ca6w FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS LLLf l I I I1 f 1117 ANGLE CLU MUST BE USED IN PARES •126• C SUBSTRATES:CONCRETEIT(CMU)HALLCONFORM CONFORM O O 30I SPECIFICATIONS.WOOD A HOLLOW AND PRESSURE-TREATED CONCRETE BLOCK UNIT(CMU)SHALL CONFORMLU ASTM SHA WOOD SHALL BE BEA MINIMUM - gF ,�,➢ YELLOW SOUTHERN PIN BE A MAN SG NIMUM G AD ALUMINUM SHALLBE0/GAUGAND BEA MINIMUM EL TO THICK.S7E0.5TUDS TO BEAMINIMUM GRADE 33AND.045'THICK(IBGAUGE)STRUCTURAL STEEL TO BE AT t.z6'X2.11•X.tTS•MULIroN No.56705 •'• ' LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) - THE MATERIAL.010&N12 ANCHORS INTO WOOD MAY BE STEEL,108 S.S.OR 410 S.S. - =��•. SLATE F ((/ '%S��NAL E�• 'lnnnll"�� A.LYNNMILLER,P.E. FLP.EA 58705 i I TABLE 15A Oki; Mullion Cl ac TIbla VOW)OponInO WTDIh Ue13er6cal•opartvg mdg=)NQ;T9 inB Hal2hl(TIThwindekspemira mtaw) 6 R4imprW ltaplfesy. R-10.R-10. 61p1Oa06 Reclep4v Tlepmlvq. Retlerply Trq/DWp. RttNnp04r Tl]6rt rm9. WCWgAei TMp'M4rq. fLCW,9.ly Trspm•g Rttivpl4r TMpRaaq Purleply Ry4Mmp. 326"00 Lo46ro L--ftleWnO 3,0-. I-VtlnwJ L-ft LO dg LOOd'• 1-ft LmdIg Lo V IDIaM Le M Lw lIj L.14 Lva®IB Lmft tY yygg ogg '0.gg". .¢8 Ug.. L _ y7d{ III iiI �•g _BAYMULL d a b 0 d 8 • tl 8p affd �QQ�dd 5�yIT55g y}3 $$$$ qq0.a$ yy55 2yy5R gg 5g qg ryB 0.9 yR y�g qp$ y yfi 4$ y $8 s`' S$Q 4p y5 5$ 1.1 5$B 11¢ yy$ u] BF] 8fl Y 9 3$ s i 9fi d 5 !` so d s@ Z@ a 263 z ITl nF IT0.0 6m IMO Ori 1mA 744 1- 118 11UD Oa JTao 800 110.0 99Z Imo b19 mo 1118 00.0 5x1 Dao 1ND'INA nl IT0.0 1488 1101 521 VOI Im5 110.0 WI 1441 1)40 ITnO nl J W /6F 110.0 TOO Dao SN INA) 610 1m.0 561 DDA Bp! 1189 6N im.0 Ills Im.O 661 IN.O IZm ITOA all 1780 IIIT 1N.0 000 "Ll 13x2 I1" WO 1301 IW2 ITDA 400 1112 15R 117.0 800 g figg. to 663E 1m.0 747 fm.0 W ImA ma I7oA WI IT" IM. I= 861 1TOA 1165 In.. 123 170.0 1315 110.0 TD 1642 IN3 I10.D IN IMI IW 1704 TW 111.] TIO ITOD 180 1.1 1415 LTO. 1N m G S Q ml, 1760 ITT Em.O 62!00.0 638 TO.. 801 1160 1118 IT0.0 IN INA 195 171 60] Im./ ISW 170.0 07 HU 1383 Imo 8% ImA IM NOD at IM-1 Im ITT. 801 602 I= ITLO at 60F 170.0 as IT" IN 110.010.] 170,0 IW OU Im,O am 110.1 1218 1]0.0 ad128.0 1218 1518 638 It&9 121. 161 021 91.1 1236 149.1 013 .16 N1. 140.1 911 i&1 121. 11&1 Bt] .J.I Wb 170.0 WO 170.9 To 1m0 1118 1m.. 050 1402 1150 m.A 933 131A 1150 IMA 914 IIGA 1150 111.0 Ma 100.1 11W 1342 665 STA 11.50 1- 011 r41 1150 I- .N 65.7 11W 1263 670 WF 1701 911 Nae Tao 1071 1Ma IW.1 861 110.6 1010 1168 C91 111] IDIS 1.13.1 410 1011 IdB 12].4 m9 911 NIB It&0 am i&2 IN. IOL4 nl W.J IM5 1002 01. 51.1 1010 1092 010 ? cn 3� mF 110.0 BB0 1471 /6/1 IDA Om 12&0 760 1006 0m IIaB T4 830 0m TWA 122 TOT 000 921 712 70A 000 S&2 TW S&i Sm 712 693 503 Me 78.3 all 44.0 480 TOA ma j =• $ W `g NN 119.1 760 IZA mi 98.8 TW 1081 8N WA TOO 0.3,3 03 744 1W 1]9 452 41.51W ]650 013 a. ]W 71.1 415 16B 1W W 611 n.6 To ILi 619 VA iB0 61.5 .17 Q � � r NF 110.4 Tao 115. MT 5 1 RA 150 0&1 ad 0.1 750 619 w 69.1 750 TTI021 011 100mA 012 WA 2W 652 6W 163 1'50 58.6 891 39.6 in 6&3 480 311 IM 353 408 Q Q _: WN nI 0.W 74.4 6031 m.l 553 OTA 181 51A 0W 01.8 4.T 45.1 6W Ie9 115 40.1 863 HA laa Nal EW 1. 192 ]0.0 863 162 182 NA 581 n.] 113 ..6 0.W 31.6 M2 IH-- m W O 0h SOA IW t12., 49.8 460 Si! 611 4T.1 195 11A 121 ai.l 195 ]0.0 421 ]10 IBS S9.I 115 20.7 4W 312 409 241 195 29.1 100 21.2 495 20A 196 191 483 NA 390 (JJ W IOaF 11.7 391 311 mE J&8 SIB 246 SBI ]LI 54T N.I >91 ±}A ]D ZT] 381 V. ]]] 289 391 221 323 IIA 391 10] nl Il0 391 IT.1 313 rWry W to LaM4 Sm 20 SIO 810 ]m 211 STO 2... 325 21.0 SIO 253 Tm RIA 3]0 929 319 10,2 3m ]GA ]Ix Ie.O 3N 11.1 .4 317 2&3 311 28.9 241 23,1 ]D 225 lm 19.0 311 149 3'ia 18.9 ;, NA 17.6 0.9 Z UT TABLE 156 - - ANCHOR CAPACITY ADJUSTMENT FORMULA: Aechel C•4c Table ba ANCHOR CAP.,,U,,,,, I sw•1•N1=ii x.l4corcrta ]stork. Ib9wC61u mane P1 woq 1,YIy (0%,.)%( �=ANCHOR CAP.,„ b14•Eke IN'SS Eko Y14•Eko W46 Eke 1109kd /129IM 81T911d MORMON TO OBTAIN Anch9rcap pettama Amrcl ryta. 1msmmBttm AaGOlaabr I06xm A9oe00Nr xMd/09.crt+]14:31 wa(6JI USETHIS FORMURED'CO RESPON IN TOR EWe g3unwa4Yalrr RFAUIRED`CORRESPONDING TO AN Em0e6e " 1.vrIS•P IS'1• r ctrl` I.ur 1�u• Lul• il]I` I.Yr r I4/r 1.V9' vli4 ACT UAL PRESSURE REQUIREMENT FOR THE 2,Vneon 05.41h D.G/RI-An-Od l(Dp.IYiWws les. eW. 1100. aloes T.I. W®. Tu. 3741.3 In. au. all. 142IF sW m4 OPENING,WHEN IT IS LOWER THAN THE MUWON 4Aikro•RlY wn o.GTWaaNgx Ulo!(Pp.TITaO. TW. imD. x6N. Na. 690. wA 1 lu 1. -0,, +=Om - us1F 11m. CAPACITY(FROM THE TABLE)OF THE SELECTED IIm4n 0.e ml a64ios a2s1 m. wA uom WA I 1DS.m I Nu IISmm wA 1422mi ISx1 N4 le.o9n MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONALANCHOR OPTIONSFROMTHE RODULT RUVIMID ANCHOR CAPACITY TABLE SEErM", FIGURE I: ITTABLE NOTE3: D1)SEE SHEE2-46 T 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. G°SEE SHEETS 2.4 FOR GENERAL INSTALLA710N METHODS. H •kI(:en001" FIGURE 2: I 2)UN-INTERPOLATION BETWEEN MULL LENGTHS ANDA7R OPENING WIDTHS IS ALLOWABLE. 1111117! 3)MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. '326• 13 plS(,LYNN 4i,LTi • • • • HOLES 70 BE DRILLE04N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET321-23. _�.-__ �`1S�ta•-�yCEN <<ta4'� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q SF. •'..p ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED A2W` _ ND.50%pg :Ya FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM O90.WOOD SHALL BE PRESSURE-TREATED - • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL SE 6083-T6 AND BEA MINIMUM OF.126' / TNICIL STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04S THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 3D-BAy / "n•'. LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREWTHREADS BEYOND MULLION LLL -�G�•.• SL TI7 �(V„ • THE MATERIAL.010&N12ANCHORS INTOWOOD MAYSESTEEL,18.65.S.OR4108,5. '••�`,LORIOa;.•' ��;` ANGLE CLIP(FIGURE$1.3)MUST BE USED IN PAIRS. A. IL R,P.E. FL P.E.N 58705 i TABLE 16A _ Mulaon Capacity Table ole •IT O ontn9 WlDlh(INWNrADABparWlg IrJR-)970 pan(nDH•IDhI(WboA.=0lta ,PDmi1B 7WON) c' C SOn Ntn 70n NN NN 10003 1n. 11003 IMT o Rellugf TnpTdey. Bpclap/v Tmp'rWVD RKIcWff *cpM q. ILctenWr T,.Id,q. WclanpA ➢epNsp. Ranonple TmpliOmp. R....+ Tim'fdW. RxUiOlc* TlyJfdaq Rletenpin Tta{fOWt9. J38"46 1mdb0 IAa9n9 lm Ma 170103 lmdry badnp LOMn9 laM1q 10e1v9 Lwe1N IAi9n0 Lm0'09 Lo45n0 In68n0 17009 Lmen9 loaA1N 178103 oY4 LL BAYM-AL ULL �.. $ .. �...' .. 'J � y$9�[ fp�$r t� �� - $� � �� I- 1Z 2� 2 '�cH .id O 'm�N FN.• CLt 110.0 ON Inc 4M 1710 TN 17.0 47 170.0 No IRO ON 17.0 m tR0 510 I?" 1119 Into 41 170.0 1240 110.0 41 1100 1100 030.0 41 170.0 1m mo S. 1103 1571 1/0.0 41 J W /BN 170 708 Inc 41 I70D 550 IRO 381 IRA BP2 1]00 ON 1700 103] 17.0 981 1140 1275 170.0 6n 110.0 1111 370.0 980 tM.T 183] 1]0.0 Seo 1103 1037 In.0 090 ITA 1937 IRO No N m45N 170 103 f76a 59)1 170 899 1700 MI IT" 1003 flu 681 17.0 1195 170.0 n3 170-0 IW Ileo 747 tm.0 1491 17.0 ]N 11].5 154 1IOA TN 0341 1552 IRA AO 110-0 164 110- 735 W O Q Nn 1100 107 1700 512 /mP NB 170.0 601 IRO 1119 IT00 751 ITOP 1215 170.0 003 Inc 11]4 IRa NT 155] 1133 170-0 ON 1293 1155 170.0 NI IIO.B IN3 1mD MI 03.0 1153 9710 NI m M Mn 170.0 lW5 110.0 INI IRO 1003 700.0 794 1700 IIT 1100 071 414.1 1]29 1100 BN 14.1 1]09 1700 97 125.7 IND 153.5 991 101.6 1201 157.1 032 69A 1309 151.1 BN TBA 1]09 151.1 903 F V Mh 170.0 WO 1100 ]{31 IRO 1116 1]0.0 B4 162-0 1034 1]0.0 &0 1425 1037 1303 951 Im.l 1270 1578 DIS 111.0 1211 IN.] 04 950 IMT 138] 010 91.1 12{) 1]5.1 015 713 1n7 1]11 913 g 11 __ _ 7 D g m MN 1710 9]/ 1710 MI IRO 1199 1700 901 INA If)) 1632 965 INA 1100 111.9 045 t15.4 1190 1305 ON 103.0 1190 INA 014 909 1190 119-0 918 743 170 II01 On 04A 1100 1141 ON Z J$ Rb 1B1A 1010 150.E 977 1107 1010 1NA 139 1144 1010 127] 032 IO1A 107 Ita7 9n NA 1010 1058 917 RS 1010 DSA 807 N.3 1010 80.5 m5 37.7 mI0 OTA 7W 305 1010 07.7 iN 3 z TON 137A 9N HSB 702 11as Om 14.0 775 041 ON 107.1 71 MA 908 in 740 75.3 Sae 032 n6 N.1 000 as 7x0 4.] 9m ]4.1 715 49.1 we 71.2 710 Q.9 ON 7A no S RN 121.1 NI IRS MI 1058 MI Ili! 7m 995 MI 996 Tx! R/ NI NA ]13 710 on 814 703 a. W 701 BN 110 ON 03.1 031 43.4 MI BMS 6A ]9.T MI a7 Bn 2 Q Q N 9003 707 540 M.1 511' MA 018 721 bN SD.1 W a0 531 51.T NB 541 315 40.0 818 NA M7 41.4 018 47.0 SN NA ON 113 519 29.5 NO ]13 611 240 BIB 36.3 W Q m Za NO, 962 566 "A 508, NA W 50.1 409 447 508 515 491 42A W 45.5 4M 37.9 566 415 RB 31.1 568 ]41 1]0 285 603 SIA 459 21.3 039 ]0.3 14 213 309 m.T IIt � �� N� IMn I7A 119 40.0 40 32A 030 411 No ]L2 440 317 393 29.0 419 31.7 387 29.0 449 mA 302 rig 039 x41 377 200 149 IIJ NB 17.1 039 204 361 15A 039 169 ]SB 111n /4l 17.5 4 M9 NS 37.0 7m 310 4A No 373 27.6 425 m.l mt 21.6 425 203 ]0] 221 135 21.0 303 I9A Im 20.7 ]7 15.6 125 IEA W 0 y y Imn MD 303 35.! b1 :9.1 303 20.0 40 21.9 ]91 25.8 321 215 iel IIB SN 141 361 mA ]17 IiA ]O1 141 309 Q Q O 10303 m2 2M mA 2]� IBA 251 17.1 x70 D• 'N N TABLE I6B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Co ael Table b• ANCHOR COP-,1111, EEE Sumla4 2.11(Yx1tle 3.59(bta iW UAU fntOCA10 Yi5Y9a0 AMIn (Dw)X( ).ANCHORCAP.,„ N/fw T7n Yt6 Eko NVcm IN•EkoU Icm Y36•ECo LI6'F2otW4m Ill•Fko 199acm 11158 Ebv 9110 Elco Ifl'99 Eke 010 SNION a /128ktl •12-1<0 MURMULA TP.03TA An9h.,C9p Paltama uvsm noxona wmm A9p90.Nr amv4G316ct9'.Otw1 s9ra.ro57 USETHISFORMULA REQUIRED' CORRESPONDING TO E69961f99o•n} r x-vr r xnm s+m• 1' 0172' 1- x-trr r airs i _9Ar as1• o3x1• CAPACITY REQUIRED'CORRESPONDING 70 AN Emtadnmta.} 1.303• 1-YI' 1-003• 141' Yr I-I11' 1 1-11/' 1.111' t-IN' 1.1IY 1411• r I.ve' 119' ,eh4 ACTUAL PRESSURE REQUIREMENT FOR THE xArcrmNB'VN O.GTR1935Apa Qprl(f99 IF 7m le+ ]99w 45917 em lm ua9w 2797 30017 III es 103130 al- 129 m. 7619/ >tl ml N:n9 tea+ OPENING,WHEN R IS LOWER THAN THE MULLION 1 Alixvn ]3'VA10.G7R1233Anpa Npa l(F19 x3 Im 1m 40370 moon 71017 15x37 NO034 SED Im wA 1174 718 Na Bmtm uw m. 03217 Ms9e ttm Ca CAPAGTY(FROM THE TABLE)OF THE SELECTED e AY(IIIXa 2Tf•A4n O.G/R1LSAnpa 4974 ]} +Im IM I1mlm OSBim IIN1m 225117 wA NOISf wA 10599E wA Nm&e wA 1727 Nn m9 rmb MULLIONATWILLYIELOAMWR4UM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANC4IOR OPTIONS FROM THE 1 ANCHOR CAPACITY TAB Em90t1iOJwkbftsalNa RGUREI: F08109 C<d•/1 TABLE NOTES: 1•Y Ic2y16 • t)SEE SHEET IFOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS M 40F3969910anv0!` FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENWG WIDTHS ISALLOWABLE. II 5551111I1fWr 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23, .- I ��+,OT�.•••'••••S7jW(4TH • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 27.23. .125'... �,�-4P- / `v.-' SCENSS F'P�i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 71' No.58705 •x 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED 3.250' _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED • • YELLOW PINE WITH AN SG OF 0.55.ALUMINUM SHALL 856003-15 AND BEA MINIMUM OF.125' TACK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'7HICK(10 GAUL STRUCTURAL STEEL TO BEAT 45'BAY 'P' uTFC S W4wz LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 'C LDILIO•, • 1 • THE MATERIAL 910 d 012 ANCHORS INTO WOOD MAYBE STEEL I&B S.S.OR 410 S.S. SFS a ANGLE CLIP(FIGURE$1-3)MUST BE USED IN PAIRS. AL ]]S'YYI•IA)IG�pl 51&1 • ' LER . .P.E. FL P.E.O 58705 1,000• _.1 tow f i-t,000•-i -y 1.000'(- -1 1.0o0'f 11�jjdji -,125' .125 RR .125' 2.750• 2750aa., 125' 3.125• -.126' 3.1`88' BY -« D.L375' 425•IL0-' ..50 les �..12s' O . a f"X CM3 6ALUM ON t'%2'%.376`MULUON i`X2.76 XXS-M%UCN f'%275'X.860•MULUON 1'X3.12SX.5'MULLION f35'XJ.iBS%.285'MVl1i0N 126•X8.11'%.125'AIUlLION S 608Yi8ALUM. BO6IIXTIO M. 6069.76 ALUM. 800176 ALUM. 608YT8ALUM. 60871•Ta ALUM K N X•SECTlON %SECTION XSECSkON XSECTION X-SECTION XSECTION X-SECTIONL 1--.725' .-)1•'_..125' Z m ~ 1 N-.12S O j I I TABLE A STANDARtl CUP UJ 2�. 606YT6hLUM 2YARi%NAliLl? D(men616n Velue¢n} Fol M801on: Z XSECTION I 2.725' $$ i U-CLN 2000' %•SECTION A 1.825 j a LLIN 1 6003-T8u(Af, VX2•X.126' ...125" L XSEGITON ....t25' C 0.895 Aluminum f3 q q1 a 4 .126'. g I D 0.740 7u1b MWSon 1q Z o --I.740•h- A 1.125 tyO 2 _ f'X7 K.375' Y DO'---..-_.--- 8 2401 3TS -""-6125• I._ Cur HrAE TO .37r C AluminLan -I N CRIATEF•q.<P.SFE IN. ^5.W0-_.--..-----{ NEe Mulllon MT N. -DETAILF,Si�4 JMD 0.835�. .375 MW:•-$ I 0.490 Z .338•MIN. I �O 1________� r.................._..�... A 1.675 i i �_____...... gg `- Of - ---' rr\ r-., :v_ R acro 8 >r Tpryicty 860 AHOIECC 0.757 .375 Aluminum 6063.?5At0M.u. D !-tt8 Tube MWflon E STANDARD CUP CENTER OF ANCHOR"ME MUST UG WITHIN THE TOF'tnEW E .450 Min. B0e,9•T6ALWA OA^ui¢p BOUNDARY.SEE SHEETS&17 FOR THE CEN7ERCF ANCHOR}7LEMIkST UE TO➢VIEW CENTER Of ANCHOR ANCHOR O.C.DISTANCE.MAXUAUMANCHOR A 1.312 1.X2.75'X --WRHIH THE WC" RUN0.4RY SIX. HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER.1116'. B 3.000 SHEETS 617 FOR 77tEANCHOR O.C. WITHIN THEO75HED DISTANCEMAXiMU60ANCHORHOtE BOUNDARY.SEE G 0.478 Aluminum 5.500'----- - 375 " (4weet o}ri) Mulllon Sid.CII OflT PB D 0•"0„8 T Mullion SHEXISS- MIN. ANCHOR O.C. TABLEB p TPo 1,Y !« A 2000 RODUUTRSVISED, - R:ANCHOR DIAMETER ANCHOR 1MA itp _... 1'X3.125'X vaa By1gIwN1@aP1o16N •`� -'- _ 1`X2°X.375"6 858008 6681S4M 6861!( DIMM1ETER:ANCHOR u POT DWAETER.Ui6'. I .Clip Angle Clip C 0.86'3 .SOD•Alum °RAN CNe� 7 X2-X.125'(5) 80605 666113M M1118M 668243M SG0S11M O 7.137 Tuba Mug i---- -- j () 6M 660244M 6665i2M A 2.825 boil TyodmitbnM07 I .25'X 3.188- --_- 1 1"X2.75 X.376"(7) 88007 866116M Will 120M 666245M 666513M B 1 3.202 X28SAWm 4 E i tSl 1`X2.76'X.657(8) 68600 6881116M 8661121M 660246M 660514M C 0.002 YN.Nye Mug 7 VX3.12WX.5DO1(9) 6683761 8681116M 6661114M 868242M 8685'(911 b 1.782 `��A�pNY,L..M,47/L7� _.{... i (28'X2.(1' �cENsg'•-.,9 . I � I7.25"X3.188"X.28b'{12) 88841M 6601f17M 6881173M 11621111.666518M A 1.013 .127•AWm � -•• '' 1.26'X2f i"X.125"{78) 89381 WA NJA I WA I 6E5517M Tuba Mull �.• No 58705 'x C OFFSETOLIPOTES: 600YT6ALUM �""- .,EW I i)HOLES TO BE GRILLED IN THE FIELD FOLLOYBNG 00.iENSIONAI RESTRICTIONS GIVEN ON THIS SHEET. ;(`; ST TE OF {+. .740'I 0 )�'L '••A'LORIOP.r•G\�� E 2)5EE$MEETS 6.20 FOR SUGGESTEO,APPROXIMATE HOLE LOCATIONS&.ANCHORO.G.OISTAMCE, 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, FL F'.E.t158T05 --�1.000•�- 1.000•t-- t.Osr-, - 740• x --'-- .OBS-j .386• F. F o o6r I 1{ -.12s D6r_ -1III� Q (5 4.000' I -.t2s•sraRDAftD cl.w I 'HOLE.�....• oY B 4• 4'� 2.825' 2'�• 606--70 ALUM. I 2.125 2%SALUM. [L' .125 %",FICTION UCUP 2.000 8063.76 ALUM. I I BOd3-T6ALUM X.SECTION -.125' N ,125-' - .125 .125' %SECTION I- N W go' .037'1 - �- f O f0 125' F ANCHOR HOLEMUST L15 WITHIN THE W f 7 "" CDASHED ENTER OBOUNDARY.SEE S IEE7SS FOR THE j = ._.L .375' 'fes .375' ANCHOR O.C.DISTANCE MNaMUlAANCHOR m K (O HO LE DIAMETER:ANCHOR DIAMETER 1118'. (U N opp O 1'X4'%.125' 1' 4'%X75' i'X4'X.37S 5.500' .........._......_.._.� m Z c'3 M(ILLON LION -T•-MULUON - 6.U00'' 376' cD N 8083-T6 ALUM. bi6ALUM. 6063-T6 ALUM ----3.125 CUTHERETO ..�5. _ .. (- C• J 376' 1.._CREATE FCLP,BEE I^_. .MIH. CO J X-SECTION )(-SECTION %-SECTION 'MIN. • F OE7ML F.SNEET/ W ; 1.250' .375' �, Z 11' ______.....___I_ I I. I �. ANCHOR HOLE i _____ ; MIN, 2LLj Z 126P" a210 I i I I 1 MUST UE WITWN I G. � I 1 1 I THE OASHLT) 1 I 1 I F G. BOUNDARY.SEE I j ~~ O < N O --b-..................L.....- SHEETSS20FOR F I Q Z 2.875'E I ___I I I ....Q THE ANCHOROD. -___............ ZI Up po 3.94' i i I I I CF I OE N Q 8 0.250' ANCHORHOIE I TONANcnoR , ------------'DIAMETER.1/1P. 1 2x5ANGLEcuPQ.low4' .624 £ STANDARDCLw UCLIP 8063-TeALUM. 6'__ ._(. 60046ALUML 8053.78 ALUM. TO EW -i �{' -i.82P h- -I,820'1-- CENTEROF ANCHOR MOTE MUST LIE TOWIEW TOPVIEW I ......WITHIN TIfE DASHED OOUNDARY.SEE 125•%3.2SX.f00' 724%325'X524' 125'%3.94•%.624' SHEETS 640 FOR THOE ANCHOR O.C. TABLE TABLE C.CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE 01 mon5lonj V61400n)For Mullion: Dimenilml Value 0n)j ForMU1001: DIAMETER ANCHOR DIAMETER VIP. 4 X.SCCTION 6005-T5 ALUM. 600SECTb UN. 3.687 1' 4' F 1.535 1.25')X26' X-SECTION %SECTION X-SECTION G 1,000 .125' O 0.500 %.824' J.de9'- SSCP------ H 2680 Alumni. H 1A38 ANminum I 3000 Tuba MWEl I 3.250 Tule MOb. 2.681'-•I-- .125' •376•..^ .375• F 3.187 1'%4'% F 2626 1.25-X3.84' 1A 1.877' MW. L G 0.767 .376• 0 1.125 %.624' 1.377 I BOA ......._,..__... _-.....� H 2A30 Alu Nr H 1.500 Aluminum mnWb(mtwNl 1pe}bdd. f 3.000 Tube e'P I 3250 Tube Mullion U 168 L�{,-, •L S _ 7r OG Godo I I I i i I F 2.250 12X.XJ.2S F 2.813 30•Be MQ1 yOnw No O 0.750 X. F 7.875 45.88 Mut - � 1 I I I H L500 A)UMn+T 2.250' 1 I 1 I I I 3.250 Tube Mullion Pt H olid I , 1 Itllllll/I 32 .45'BAY MULLION 3.25P I I I TABLED MY MULLICH I 6063-76 ALUM __:._.._____ PDT PeMD ♦ �L..'v M1 lx-doe ♦ SON 6063-76 ALUM. I %SECTION I (excel D) mill.. 653.clip Imat CuPI U411P Male CBD :y1 t}CENSF'•.F•Q�'i� %-SECTION ) I I � E II"LLlljj O OFFSET CLIP i'X4•X.125'(10) BB]64 680111M 6B81122d 8687A1M 888518M :'.. No.50705 77 II .125' B06ITBALUM i-X4'X.375-(11) 66610 M6!!2M 6681123M 888242M 66SHOM _ •_I I,•.,1�1.� .226'-�F^,981'.•� - TOwffW t'X4-X.37",Ir(11) (16653 666112M 6881123M SM42M 66MIOA _ NOTES: .740' G 1.2S X3.25'X.70P(13) 211180 8881127M 6687124M 8862410M 66651 f5M 1)HOLES TO BE DRILLED IN T E FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'%J.75'X.82t'(14) 20187 60fi1126N 6W7125M 866Y411M B6B511M1 g pTE 4(/' I.ZS'%3.84'X.626'(75) 20103 530117TH 868II28M 868341M f3B6577M 'O'C�''-,A;LORIVI;. •G,\\�'` 2)SEE SHEETS 540 FOR SUlGGESTED,APPROXIMATE HOLE LOCATIONS 30 De4roo O9) 86849 WA WA WA 88fi9110M1 %SS/ONAL 3)SEE SHEETS 2.4 FOR GENE{tAL INSTALLATION METHODS. 45 DaOma{253 88858 WA WA WA 66135/1 iM A L7y'P11111MrcL�.�i,P.E. FL P.E.058705 TABLE E Mull Dl.""On I PGT Petit (Aheettl) Mullion Std.CHP U-011p Angle Clip Ho ;x-12' I -' -12-'`•7%4'X.25'(16) 6WD2 IfiW261M SW271M 668yi 7%6•X25'(17) 686D4 1W8282M 68S272M 666P UCUP 26033-7B ALUM- 000}TG ALUM 2.125• I X-SECTION %SECTIONNOTES: 2.000'1)HOLES TO BE DRILLEDWTMEfIEID FOLLOWING 2S 1_ ' -.125'DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 002)SEE SHEETS S-2D FOR SUGGESTED,APPROXIMATETHOLE LOCATION3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS SSW'- ---- CUT HERE TO O 12% to 3.600'._._— CREATEF-CUP. "0," -""i_375' LU 00 C F- 2'000' .376' _--_._- E _SEE DETAIL F. .375' 4 .375' MIN. jR Z ah ,^ MIN. ` sHEET4 MIN. O 77 1............................___.-_ ________� - — Z 0. Z I I I I J d fffiii d.WO' I I I 3.438• 3z J � .250' (-. --1-_ - .438' f �—_—_ __J 7%4'X.25' I I I Z p 0 MULLION ; I I ).438' I 1 G Z Z g 606}T6 A'UM. X•SECTION I I I I ; 375- L rs y Z 0R S I L_____________________3 MW W O Y Y U` ? 3 U) STANDARD CLIP -'ANGLE CUP U-CLIP•6N3-T6 ALUM. Q Z O O CENTER OF ANCHOR HOLE MUST LIE C0 TBALUM. SED FOR 7X 4-MULLION,SHEET 10 CENIEROFANCIWR NOIE NUST UE 606}76 ALUM. d ,fn •200' WITHIN THE DASHED BOUNDARY.SEE TOPWEW TOPYIEW WITH IN THE DASHED BOUNDARY.SEE To O SHEF-TS540FORTHEANCHOROG. SHEETS 640 FOR THE ANCHOR O.C. D6TANCE.MAXIMUM ANCHOR HOLE CENTEROF ANCHORHOLE MUST LIE `---OISTANCE.MAXIMUMANCHORHOLE -+ DIAMETER:ANCHOR DIAMETER.1116'. - WITHIN THE DASHEDBOUNDARY.SF.E \DIAMETER:ANCHOR DIAMETER.196'. SHEETS 54D FOR THE ANCHORO.C. \ __...._............__-S.SW'-.----..._................ `—DISTANCE MAXIMUM ANCHOR HOLE CUTUERETO \DIAMETER:ANCHOR DIAMETER.ItIV. I_._— --5.000' --........._. 376•__ .................3.60D'........_................_'I CnEATE Imp. :375' MIN. - F SEEDETAI,F• I , .,375' `-SI�ETd MHN. ..i_... _� ..MIN. \ .375 I I Ao¢Dl�wnh NeFTmIdL Ha 4 om95 I I I I I a Tr-w-01 COnUe I I 1 4 .250'02W i -1'—-—_-_..........................5.438' 5.438' L7/2'X6'%.25'MlILL10N08}T6ALUMXSECTION .375'.............__ b ATIdI`FP STANDARDLUM. emu-CUP 2e 5 -T(I LLI �iLCs 600}T6 ALUM. 608}T6 ALUM. 6083 TB ALUM. TC'VIEW USED FOR 2'%6'MULLION.SHEET 17FOR 2'%6'MU WON.SHEET 17 TOPYIEW roPL4Ew A LYNN MILL99,`P.E. FL REA 58705 EXAMPLE I-SINGLE VERTIGALMULLION THE BUILDING SUBSTRATE IS-01"TO BE WOOD ON ALL FOUR,DES.THE WINDOW FRAME DEPTH IS 2.114•.THE OPENNG RECUIRESA DESIGN PRESSURE OF.60,01-60.0 PSF. 32+T'=W'REFERENCUIG SHEET25,THE COLUMN U NG + Nn JAC pRSNHEAD i}RNRW.LYASSUMtNGTHATA 1-WIDE MULLION SUtTABLE,THE MULLION LENGTH T577AND THE OPENNO WIDTH LS3T+ »'^- RECTANGULAR LOADING MUST BE USED.$ CAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-19'ANO WILL MEET OR EXCEED THE REQUIRED . .�......._..... _...._.........»..l.... _ Z """"""'""""'"'"'"" DESIGN PRESSURE OF+50.01.80.0ISF,IF THE TABLE DOES NOT SHOWTHE EXACT SIZE,USE THENEMIARGER SIZE AVAILABLE. p [ F@RFsraABON DoEARJ. FRO MI TABLE 3A,SHEET 7,THE I-X 2.75'X.375'MUWON(LENGTH=72',OPENING WIDTH=70-)MEETSTHE DEPTH REONRED,HOWEVERTHE DESIGN PRESSURE IS 1(•58.3 PSF AND WOULD PttODtlCTS will's NOT HE SU(7ABLE FOR TNIS APPLICATION. Qy Y 2. FROM TABLE 4A,SHEET O,THE t'X 2.75'XAW MULLION(LENGTH=7Y,OPENING WIDTH=In HAS DESIGN PRESSURE OF H-72,7 PSF WHICH EXCEEDS THE REWIREMENTS FOR THE IL' 77' ._... OPENING AND MAY 8E USED IN THIS APPLICATION.NOTE THE ANCHOR REQUIRED OF 6m LOS. nit Ull2 Al tENOrH = --'" AN E TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP NTH(4)012ANCHORS ANOTHE 2X5 ��....,...: a m SEE 4 I RNGL£CUPS WITH(4)012 ANCHORS HAVE ACAPACRY Of 885 LBS,THOUGH EITHERONECOULO BE USED.THE STANDARD CUP IS EASIER TO INSTAL{ Z N W -Al 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PROWCTS,WRL Q _2,3 APPLYTO THEOVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCTBE INSTALLED INACCORDANCE WITN THEUJI INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. INTHIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS*l1p.0 PSF,THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF ESE LSS,ALTERNATIVELY, W a O NtlaNt210AS MVFWDOW$ILL ToPSF)XOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USER TO CALCULATE THE ANCHOR CAPACRYREQUIRED FOR THE EXACT DESIGN PRESSURE OF 00 PSF: ., ......._. tD T—Uu ivvy. 635 LBS mEriltGti:'DiH {09 P$F}X�,M 7 PSP)=524.9185 (MAY BE USED TO QUALIFY 9 IO STEEL SCREWS FROM TABLE48) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USESA CONCRETE HEADER AND SILL.THE WINDOWFRAMS OEM IS 2318'.THE OPENING REQUIRES A g (O DESIGN PRESSURE OF+5041,55.0 PSF. :3 !i Z p FOR THE YER7ICALMptLION: 4Q 1 0 INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 37+72'+1'=165'AND THE OPENING WIDTH IS 30'+JB'+I'•7J'.REFERENCING SHEET 75, Z NECDLVMNU TO RECTANGULAR LOADING—L BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.2WAND WILL I qy#y pp..O EXAMPLE 2:MULTIPLE MULL IONS MEET OR EXCEED THE REWIRED DESIGN PRESSURE OF+S0.0155A PSK IF THE TABLE DOES NOT SHOW THE EXACT SUE,USE THE NEXT LARGER SIZE AVAILABLE. M P,rnTM FROM TABLE 3A,SFEET 7.THE 1'X2.76'X.375'MULUON(,ENGTH=IW,OPENNGWIDTH-On MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGNPRESSUREI8+415.1 PSF LU g Y X AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. F N N UL CJ LD ¢ O O -�. FOR THE LENINGN£ETAYBE USED INTR50•MULCATIO.NOT THE OPENIANCHOR APADITYREQMINAS REQUIRED OF PRESSURE OF-044.7 PSF WHICH EXCEEDS THE REQUIREMENTS 6 Z UT O) DETLAq S. FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE TIfr ANCHOR CAPACITY REWIRED OF 971 LBS. •o vuR84TRA SHOUS BECAUSE R IS NOW KNOWN THAT THE MULUON WILL ADD 2-TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPEIBNGWID714MW46'+r-M.NOT 77 AS PREVIOUSLY NiWUC1S 241 ASSUMED.VERIFY THATTHE DESIGN PRESSURE IS STILL APPIJCAO�E FOR THE ADJUSTED OPENING.ALTERNATNELY,THE WINDOWWRTTHS MAY BE REDUCED TO MWNTAIN APPROVAL THE 7J'OIMEFaON H3S•I2'+3S•IW.2'=73T. 2)USE_ � t ..........__._._ .._.»W I CONCRETE 128THEADER FIND THE ANCHOR TYPE THE MULLION HY AND CLI TO BE YPE CENTERED WI HIN THE1%CACONCRETE SUBSTRATET THIS£%ANT EFASTEER'S POURED LemultlT" 1 USING THE TADROCLIP ITH()affErARE S* .IFTHE MARCH CLIRS TANEDGE DISTANCE O 2.111- IVEAN ANCHORRE CBETAXENf 150 USSWTHE 13 GEATER,A DDISTANCE. Mt IT "' " � •�t USMEFOEE SUITALE,FOPWR REQUIRED ANCHOR AT IT EDGE DISTANCE OF 412'GIVESANANCHOR CAPACITY Of i�Ot.BSWh0CM 1-5 GREATER,AN6 LBRGBI SEE 8E6 THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 9T7 LOS. 8 PNRSS. Doran.E OPa°q I. strt£e)S73 SRiE£TJ FOR ME HORI24NTALMULLRQFS: HEIGHT FG,R BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTALANO VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER M ILLION TYPE COULD Be CHOSEN. XODUCTRBV(SEO /'% +tytrgwTlfiRL°NTatda 1)THE MULLION LE140M IS 3S'AND THE OPENING HEIGHT IS 32'+72+2'•106'.REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOAOINGMAYBE USED.FROM TABLE I2A,SHEET 16.THE 2.X" MULLION(0LENGTH=42',OPENWGHEIGHT=I20•)HASA DESIGN PRESSURE OF+1-170,0 PSFWNtpf EXCEEDS THE REOUIREMENTS FOR THE OPENING AND MAY BE USED W THIS APPLICATION.NOTE THEANCHOR CAPACITY REQUIRED OF 521 LOS. bFODbgtDat4 fes¢ DETAILS, 2)US£TA%E 126 i0 FIND THE ANCHOR TYPE,ANCHOR QUANTRI•As10 CLIP TYPE REQUIRED FOR THECMU SUBSiFATE.IM THIS EXAMPCE.ASSUME THE CMU JA4IBSAREff 1irRJ)ed)Pr acS CMttoi 20 WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6'i CARE MUST BETAKEN TO MAINTAIN THE FASTENERS£OGE DISTANCE.USINGTHE2XSANCLE CUPSWRH (4 )3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF I-GIVES AN ANCHOR CAPACITY OF$40 LOS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THEREWIRED 1111:1 -)'------ ANCHORCApACITYOF621 LB5, H*ml No— I.T. •,NONL� 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LHS TABLE I2B FOR THE U-CLIP SHOWS THE ANCHOR t MULLtCNGAf LL te.111� �,t�:•�1GEN$ '•,F�?�i CAPACITY TSE IOTA tSA#SWNEN USING 3ANCHORS,VhOCN SGREATER,AND THEREFORE SUITABLE,FOR THE REQUIIEDANCHOR CAPACITY REQUIREMENT OF S21 LBS.THE T: -CP£MNGt rx FOaVEanCAL Marts ANCHOR TYPE ISAH1257EELSCREW' TY yD-55705 FROM THE ABOVE STEPS,OUR MULLION OESSGNl2ftE55UREtS: +1-64,7 PSF FROM THE VERTICAL MULLION: , LL.} +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHNGTOCMU, ��, b -1-IRLO PEP THE J ��CS THE LOWEST DESIGN PRESSURE SNB4M PSF ANDWOUIO APPLY OVALLLLOF THE MULLIOOAL MULLION N)T£RSECSi4N}. aTATE OF .'�([!- VERIFYTHEDESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THELCIVERDESIGN PRESSURE,UF MULLIONS OR FENESTRATIONA1•�L}'C\•' PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH 714E MULLION ANDTHE FENESTRATION PRODUCT BE INSTALLED IN +A.LYNN MILBEFI,+P.E. ACCORDANCE WI1H THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. FL P.EJI 68705 i EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL(rRIANWLAR LOADING: _ r "N r PW . Y _. .....�.'. .... rN 7�z- SHIDHHIDH SMA)H..._ ..-SSMIDH �'I O ID m W LU LOADING OF VERTICAL MIALION LOADING OF VERTICAL MULLION i Dl y SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORQONTALMULLIONS HINGE ;{I� DOO Z ', z _ ..__-_ LOADING OF VERTICAL MULLION G, -U-7...N HORIZONTAL MULLION Q -1 V LOADINGLOADING OF HORIZONTAL MULLION J pW '/,/' PW -_ W.��.—"_t'e_T_— 77 SFVDH SHlDH'._ ::::• SIiIDH SHR)H _ 1 _ ..- - ..- � ....... Q O a 0 O I r LOADING OF VERbCAL MUWON LOADING OF HORIZONTAL MULLION SILLOF WINDOWS OTANCHORED WITTi INTERSECTING VERTICAL MULLION _. LOADING 01(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OAHORIZONTAL ..._....._'_.._ HINGED 1 NOTES: DOOR ... .,.. _ P—W RMIAtyM9wWD!c FIM,. 1)DRAWWGS ARE tuildlog06� 7/� ^..T I RERESENTATIONS OF rlPICAL 1 ............. ........-::::::..._ "f— PM CONFIGURATIONS. P� I PW ._........_...1 - j" '--' CONFIOURATIONSNOTSHOWN MAYBE EXTRAPOLATED FROM O I - THOSESHOWN. I - - 2)IF THE LOADING TWE CANNOT I BE DETERMINED,USE G. •"•ENcf RECTANGULAR LOADIN �\r: VC RECTANGULAR '•: :.� _7r. 3)SEE PRODUCTSAPPROVAL FOR No.58705 ACTUAL ANCHOR LOCATIONS - J� � LOADING OF VEF6CAL MULLION LOADING OF VERTICAL MULLION PANELOFHINGED DOOR ISNOR CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j ••TI )jA3[OFS ••L� SGD Aq Dr, LOAOING VEVERRCAL LOA DING OF HORIZONTAL A.LkNr� RIQEF;P.E MULLION MULLION FL P.E.$58705