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HomeMy WebLinkAbout Product Approval .... . SERIES 41.10A IMPACT.RESISTANT. HORIZONTALROLLER WINDOW DESIGNPRESSURERATING IMPACrRA�SMALL 'VARIES, " RATED FOR LARG1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY SEE SHEET 4 : MISSILE IMPACT R :: WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, -- - --- INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE(HVHZ). '- 74°OVERALL WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE :: •• 73"BUCK WIDTH .. - .«.�.��110 OVERALL WIDTH " 0"BUCK WIDTH DEBRIS REGIONS. B g 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.ALL WOOD BUCKS LESS THAN 1-12"THICKARE TO BE .., CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE - OPTIONAL IF UNIT S INSTALLED DIRECTLY TO SUBSTRATE.. WOOD BUCKS DEPICTED AS 2X ARE 1-1Z THICK OR GREATER. 63" C 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO OVERALL ramt ::A:: PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK HEIGHT _ f 63, z`- DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE OVERALL ENGINEER OR ARCHITECT OF RECORD. 62. : HEIGHTBUCK rE 4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND HEIGHT '' WALL DRESSING OR STUCCO,USE ANCHORS OF SUFFICIENT .;. .. 82" i s.Bj ADDED 983 SEALANT BUCK _LENGTH.INSTALLATION ANCHORS SHOULD BE SEALED. HEIGHTj. '' : JR 10f02/19 lERALL SEALING/FLASHING STRATEGY FOR WATER :: s :.:................. ( SISTANCE OF INSTALLATION SHALL BE.DONE BY OTHERS AND rc .1 BEYOND THE SCOPE OF THESE INSTRUCTIONS. - 5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE "" _... fA aD aag ALWAYS 3".. :. g.: f� 3.3H8° ',N rn SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD ALWAYS SEE NOTE A, .. g 3.3I76 �- =S"• BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO REQUIRED SEE NOTE D.THIS SHEET REQUIRED THIS SHEET 3- ro G� O Q . RESIST LOADS IMPOSED ON THEM BY THE WINDOW. @ CORNERS @ CORNERS SEE NOTES Ei z .?raft CL O CL B&C,THIS SHEET bi e)THE ANcrlorucEMETHODS SHOWN HAVE BEEN DESIGNED TYP.XO ELEVATION(OXSIM�. TYP::XOX(1l3.-1l3-1/3)ELEVATION }oN z '�' N o< TO RESIST THE WIND LOADS CORRESPONDING TO THE '' A .. ... _ REQUIRED DESIGN PRESSURE THE 33-1l3°k STRESS INCREASE :d ¢ W a HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF z a m_ m Duo.f-:;i�. .797.. O $ ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT U U d C1.ii 3 OV.0 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE z REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ■ - a 111"OVERALL WIDTH cu n tp CORROSION RESISTANCE. - a.c - 170'BUCK WIDTH:.: .. : a z u.: g O USER INSTRUCTIONSt: c `� 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAb STANDARD ASCE T. r Y r - Z_ 2F I Z' 2)KNOWING YOUR WINDOW CONFIGURATION(OX,XO,XOX),SIZE AND GLASS TYPE.DETERMINE YOUR WINDOWS DESIGN PRESSURE ,g To to a-m_ J REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2.IT MUST EQUAL OR EXCEED THE DE$IG.N PRESSURE REQUIRFMENr FOR THE WINDOW OPENING OBTAINED IN STEP 1, OVERALL .. !"'° : E 3 <_ : W C tom$ S HEIGHT //j�� LU 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLET ACCORDING TO THE INSTALLATION CONDITIONS. �:0 g= 3 82" �ETERMINE THE ANCHOR QUANTITY FROM SHEET 2.VERIFY THAT THE ANCHOR15UBSTRATEWILLMEETREQUIREMENTSFORYOUR �� J O t��s ¢ z x a` °NING'S CONDITION FROM TABLE 1,AND THATALL MIN.REQUIREMENTS FROM THIS SHEET SETARE MET. BUCK. °"_ ;?At1 O sava5 HEIGHT f 5)STALL AS PER SHEET 3. :' � �7. 1�fi1 I1 ,441t t ttl� GENERAL NOTES _1. : .... .�. :���'1't .....1.ICXNL �a, ELEVATIONS. ................... ... . ANCHOR SPECIFICATIONS ....2 ALWAYS NOTEA, 3-3l16 4 H°5870°; ANCHOR SPACINGIQUANTITIES..,2 SEE SEE NOTES 8 t~ �i INSTALLATION.......... 3 REQUIRED THIS SHEET B&C :3".• p: DESIGN PRESSURES..................... .WEEPMOLENOTES:: @ CORNERS THIS SHEET I*i GLAZING DETAILS..........................4 A.REQUIRED IF WINDOW WIDTH IS OVER Sr. CORNER ASSEMBLY......................5 B.REQUIRED IF WINDOW WIDTH IS OVER 45"AND UPTORT„ TYp. XOX(.1/4-1/2-1/4)ELEVATION. `�N ' -EXTRUSION PROFILES F Y- D, WI :REQUIREOIFWINDOWDTH S OVER45°: PARTS LIST 6 NAL1A i ...:......._ _.._............... ............_. _..... LYIN.. ... ...... ._. ;: a A MILLER,RE,:�... ..... ...... ...... •111"OVERALL WIDTH:::::.. ..:. . 74"OVERALL WIDTH ......i :;; 1 ANCHOR(� .... MIDSPAN t ANCHOR ON I ANCHOR ON t ANCHOR ON EACH SIDE OF - EACH SIDE OF EACH SIDE OF 1 ANCHOR THE MEETING 1 ANCHOR .1 ANCHORAT THE ME THE MEETING 1 ANCHOR AT AT CORNER RAIL AT CORNER CORNER jj L .. RAIL RAI CORNER a ? T .... 1 .. 33-5116' Yi 2 FIXED f' j��•� x'• :. I :f' VISIBLE �' 57-13116" LIGHT ,. 5�'H ' I--r FIXED 63" 63" 56 9/16 1 57-13116" Tc '--V 15'MAX SASH - FIXED �j �f - VISIBLE VISIBLE O.C. OVERALL OVERALL ,VISIBLE `` VISIBLE - 15"MAX; LIGHT LIGHT HEIGHT HEIGHT . LIGHT LIGHT. D.C. .... .� 333N6" :. 333l16" ! ...... .... 33-5N6" ! '. • ..., SASH SASH .: : SASH . _ xY _' B)ADDED 883 SEALANT JR 10/02119 _ VISIBLE ... VISIBLE, VISIBLE ... .. .. .. LIGHT LIGHT .. I. LIGHT - ;_:: ...:... :..... .. .. .. .....::...: .. .'._: ai Co Y m 9"MAX. �- 9'MAX FROM CENTER 9"MAX (,�— 9 MAX.FROM CENTER O OF MEETING RAIL —r OF MEETING RAIL OU. d TYP,.XO ANCHORAGE(OX SIM.), TYP XOX.(1/3-1/3-1/3�ANCHORAGE Z Z N o &MAX.VISIBLE LIGHT OPENING: &.MAX..VISIBLE.LIGHT OPENING �'R F q� W � ... .11I"OVERALL WIDTH -O=w"' 2 cai y ...... _ o ... �pU�, wg -<I-u z v: o 1 ANCHOR ON FOR FRAME 1 ANCHOR ON TABLE t ..._...._.... ......... ..... EACH SIDE OF EACH SIDE OF 'm r .::...:. .... ........ .:_,....... ....... ...... .... THE MEETING WIDTHS 109" a o Z LLO. Frame :Min.Edge. Min.O,C. Min. - E RAIL N AND OVER, THE RAIL 0 Anchor Type Substrate Embedment or ANCHOR OTHERWISE 1 N CHOR .Member Distance Distance M Thickness ANCHOR e� . (.. e55 A A1�ORN R CORNER Southern Pine(SG i 0:55 9116 7/8 o'°� #12,Steel SMS(Gr.5 _ ) l°or 410 SS,(min.of 3: 6063-TS Aluminum 318" 9/16 0.060" d°a 0 All ".. s =� _; O Z. threads beyond metal j A36 Steel 318" 9118 ' 0 O50LL ..... ...- $ substrate) Gr.33 Steel Stud 318" 9/18", 0 045 20'Ga:: `f t Jamb Hollow or Fled Block,(AS7M C90) 2-112" B" 1-114" r' N _ O 7-1 114"Elco UltraCor>31 All Concrete(min 2 85 ksi) 2-1l2 4R 1-3/8" 63" 6 9/16 SFlXED o 3 O q .... All Southern Pirie,,(SG .0.55} 1-1116 1-1116" 1-318" OVERALL VISIBLE v1sIBLE 6"D.C. ¢ ¢ _ J .... :.... ....::.... _... ..... .: .. ..... HEIGHT :LIGHT 1 .C. o fi x a �sao sa,ag / 1/4"410 SS Elco Jamb, Hollow or Filled Block,(ASTM C90) 1-314 ,:; 6" 1-1/4" " LIGHT _ CreteFlex® ...All ... .....Conc.rete.(min.335.ksi).. 2-1/2' V 1-3/4" IF THETRAME CONTAINS A FACTORY COUNTERSINK,ONLY USE FLATHEAD ANCHORS AT THAT LOCATION. VISIBLE; 50-3/6"FOXED LIGHT': - VISIBLE LIGHT /'• ho 591©8: 9"MAX FROM CENTER Y- .I,./�)),AV +--OF MEETING RAIL ._T_YP XOX`(1/4-1/2-1/4)ANCHORAGE. �r,`tSjQ A41 r� &MAX.VISIBLE UGHT OPENING A.LYNN MILLER,P.E�. .. :.-. :.. P;�E.p 587G5 LOCKS AT SASH SIDE RAIL OR 7 ll- EZTING RAIL .- SHOWN EDGE DISTANCE EMBEDMENT `14 INSTALLED U X BUCKSTRIP �� c ++ Y1 T24, EMBEDMENT - .. ........... vTF. T�. ' EMBED.DISTANCE .. I X X 1 7- r EDGE ... M F Yd ;. µma E r s I � ANC I 5 : : ... ..: ... ..,r EXTERIOR .. .. ('I SEALANT i o gRA OD/02/19� .:,. ... .... ...... .... .... .. .,....... 'v BUCKWIDTH ...... ... .. ... :i .:. .... ... ... .. .... OVERALL WIDTH .. . :: ..:. ...... ......_. HORIZONTAL-SECTION.A-A. a m o m OVERALL HEIGHT w#72 STEEL SELF DRILLING XI +iot1 € o (35),SEE TABLE 1 BUCKd i . HEIGHT #12STEEL '1`I - .. _. d Z r '.! SELF-0RILLING...: ... X y. ... SMS(G5).SEE t.s: mOLL$ N =tea TABLEI :. w SHOWN ::'....: '.. C 0 `j,}• ... �. ;.. 5:a. :_.::.... INSTALLED i .. ..: ... .:,31 O SD a�2.y.:i,_ .0 LL DIRECTLY INTO : - 11"� :. METAL r� ..... .. .. ::. .y Z !says INSTALLED INTO - .�5;'. EXTERIOR 6 p: � H 77 APPROVED ALUMINUM, 6:, g Z d I- Z STEEL FRAMING OR It a 2 STEEL STUD. c o W Ioas ' _.._. ..�...:._._.. ......... .... OVERALL BUCK WIDTH .: to L WIDTH ..... SHOWN HORIZONTAL SECTION C-C MULLION SECTION. .... .-Sag� a¢!, o xs INSTALLEDTHRU .......... .. ...._.. ._..... 1X BUCKSTRIP APPROVED MULLION,MAYBE �. VERTICAL f VE �! y .. fi� /z ,✓ 1'Kfi+"'y/�' F� ......�.�T.. ,NOTES: 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY �,/ / / .EMBEDMENT INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. 0 6S70S EXTERIDAi; s i f aw f ` ..'.,!, 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1.ALL WOOD BUCKS LESS THAN.1-12"THICK ARE TO BE CONSIDERED �; 1X INSTALLATIONS..1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ' ARE 1-112"THICK OR GREATER,1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE EDGE DISTANCE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 13 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)SEE SHEET 2&TABLE i FOR SPACING REQUIREMENTS. VERTICAL SECTION.B-B. a)MAX.SHIM THICKNESS To BE va 5)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A LYNN MILLER,P E, ABiE2i .. .: . DESIGN o� O%erall Heigh PRESSURE 38 3/8" 43 1/2" 50 5l6" 6 IPA Glass Type 1 Glass Type 2: Glass Type 1!„Glass Type 2 'Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 26 i12" +55/65 +55/65 ...+55/65 +5..... +55/$5 +55!$5 +55I$5 +SS/65 37" +55/-65' +55FG5 +551-65 +55/$5 +55/$5 +55/65 +55/65 ... 45" x +551-65 +55/$5.,, ... +551 65 +55/$5 +55!$5 +65!$5 +551$5 +55!65 +55!-65 ' +55/-65 +55/$5 +55/-65 +55/$5 " +55765 53-118" 0 +55/$5 +55/$5 ::+55/$5 +55/-65 +55/-65 " +551.65 +55/$5 +651-65 ... 61 x +55!$5 +55/$5 +55/65 :' +551-65 +551-65 +551$5 +55/$5 +55/-65 66" +551-65 +55/$5 +55/$5 +55/-65 +55165 +55!$5 +55/$5 +551-65 74' +55155 ..,.,,..+55/$5.__. +55/$5 +55!65 .. .+55/-65 +55/-65 +55.0/-63.2 +551-65 t 6 31J8 ro +55/65 +55/-65 +68166 +55/-65 +551-65 +55!$5 +55/$5 +55/$S C �RADaED 8635EALAN7 .. ... +55/$5 +55/-65 +55/-65 +55/-65 +55/-65 +65/-65 +55/65 +551-65 1 ozn G ,. 74" +551$5 +55165 +551-65 +W-65 +55/$5 +55/$5 +55/=65' +551-85 > . p 85" +551$5 +55/-65 +55!85 +551-65 55145 +55/$5 +551$5 +55/65 m . �' 9T x +551-65 +551.65 +551-65 +,W-85 +55/-65 +55/$5 +55/-65 +551-65 N .. 0 ......_.. ... .. _.... .. .¢ o a. vqy 111" x i55T 65 +55165 +55/65 +55!65 +55/65 +55/$5 +55 O!$3 2 +55/-65 g 0 0 j 53-118" +55!$5 +55/$5 +55/-65 +55/-65 +55/.65 � k: oa....74 +55/$5 +55/-65� +55/-65 +551-65' +55/-65 +55/-65 +55/-64 8 +55l-65 :o a z :N ... ... 85" +551 65 +55/-65 +551-65 +551-65 +551$5 +55!65 +55/57 9 +55/-65 - ....... g7 +55!65 +551-65 +55/65 +55)-66 +551-W +55/-65 +53.5/-63:5 +551-615 a i v$ � -o ...... .. ...._...--... .. _.... .. ... .. _6 ...: - 109" x +55/$5 +55!$5 +551�5 +55/$5 +55/-65 +55/$5 +50.4/-50.4 i +55/$5 _� �'�'' O +551-65 +55/$5 +50/50 +55/-65 a 1 i1" x +55!65 +55165 +551$5 +55l-65 a s z o v 5116"NOM 511("NOM O F GLASS STACK I� GLASS STACK OTC Y3+ _ I- Z O Z u 118"ANNEALED GLASS— VB"HEAT-STRENGTHENED GLASS- c c RRR z a� �090" ..:....:: .090"PVB'_... E� � VB"ANNEALED GLASS 118"HEAT-STRENGTHENED GLASS. .� .o$LL _ S .511.E-LAMI-GLAZING. 5/16"LAML.GLAZING ¢ _ .__.......�:GLASS TYPEI........... GLASS TYPE2..;'...::: 1LLiS1111Q t�r,� ::: TABLE 3: ....... ........ ... .. .. .:........ `Z' n Laminated Glass Types 513 „1 118"Annealed,0.090"PVB,1/8 Annealed f Q 2 i/8"Heat-strengthened,0.090 PVB,1/B"Heat�trengthened 6 �-f fries CJ s r INTE13LAYER MAY BE S.AFLEX PVB OR TROSIFOL PVB - .. NOTES: _ S 1)FOR SIZES NOT SHOWN,ROUND UP TO THE �X'�NA..^ NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION r1rl1.LI.1.FtiTI ... SHOWN ON THE TABLE. '' A LYNN MILLER,P.E. .... ........... ...... .. ..... ..,... .. .... .... ..:....... .. .... .. ... .. .,._ ...... .. .. :' RE 68705 : .: 28 F� B)ADDED 983 SEALANT s 12 N' m o � a a7oQ: 0'. O: i FRAME fi. :CORNERS. , SASH i MEETING.RAIL ®� _ 1. CORNERS. --T m o c2i La o o ASSEMBLY-DETAILS F z v. W � (L 2! � I LU_ m v :SILLADAPTER - :: --r.: :. ..: DOW-899,983 . ORRGS-7700' °B 0 d W Z Zsi. BACKBEDDI NG � �3�: g� 0a5 1 N!. 3 raD = o E m 83< 3." EXTERIOR �GLASS BIT 4 _.. _ - - 330" 250 D: I— TYP.GLAZING DET�4 V � NO. •..:--WEEPHOLES .;� UllEEFHOLE:DETAILS. SHOWN WITHOUT WEEPHOILE COVERS. '.SILL SEE SHEET 1 FOR QUANTITY AND SPACING A;.LYNN MILLER,RE. .. ......... . ......... .. .. ..-_:..::......_.... :::....: .::.. ..:.. .___..:.: TABLEA:... ..: Item Description E--- z.000" ..875 1 Frame Head 1s9s ...... ....._ -��. 2.000"........ _ . 3 Sill Adapter is 4.: Frame Jamb(Fixed).. 5" Frame Jamb Operable) 0s0" (" 6..Heavy Duty Fixed Meeting.Rall.- I ..o6z" 2,610" 1 .. r z s24 7...Side.Rail Lock 2.009. 2.124":8 Sash Top&Bottom Rail f0 Sash Side:Rail 11 .Sash Meeting Rail 062r" .osr 12:. DogboneRelnforcemenk... / . ,:...... Oi FRAME"HEAD; �,FRAMESILL........... 9{r ,�'SlD �q FRAME dAMB FUCEfJI v 13 Sash Stop 14. Beading.... ............. . 60&3T6 ALUMINUM 3<;&A1 MINUM . A MI UM MOM—, F(L.._,iNUM; B)ADDED 983 SEALANT i-23- A90 X.2o0"CHon'Wstp:'(Frame) � „ JR,laozne 25 Bulbyd 'Ws (Sash) Yf 2.46W 29 'Weephcle Gofer t °D m 30':SAfdep Latch Bas 31 Roller.Housing&Guide _ 32 Rdler... .. — z .050^ �' CL 50 Setting Block 3/32"X 1I4"X 1" " �i Ii1C(HiCG eZID Sealant. ............ :: ...: ... .864 .. .26 .. —~ u 9 81: . 9 2.zas" 0s2 _. z.a10" 111 _ 062" aC7 F 1 853 -i .093" ` .:.874" 1.245" .. ... :m O t3 � ' .. .... ... .. ... .. tti. : !. —v.u o ?. O{ySW �i .. ..: .... ....... .... .. .: a o>� U- SIDE RAIL LOCK .... O 8083-T6 AL MINUM�81�1 �6083!T6 ALUMINUM RAIL 066063•T6 ALUMINUM OSASH TBOP&BOTTOM:RAIL' 10 TS@L RAIL M .. �:. :to: 0:.Z woeg :V3' O:.O :Ftn:: 3 .$� Z' 7:aZ'� `n o Sg .. .,:1.932" 0 a =„: 7 0 Y' Q O ... 1.457" .040 , ... ..�ag� .781" " .o x 735 0 ij at 1 XI . asz" I oss pc`f LllYjtt�,e'r� 11 SASH MEEiiNri RAIL. 12-.REWFORCEMENT 13 S�$DOGBONE T.. STOP 14 :LAML BEADING BOBJ:T6$LMINU..! b 'SI�F6flli1MINUM PVC ... 6063-T6 ALUMINUM :---. - tc. No 887dr M ATE tc�c,{u I4.LVNN MILLER,P.E;: