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HomeMy WebLinkAboutWINDOWS - DOORS PAPERWORKI� m 49- FLANGE WIDTH �5c- D.L. OPG. 1a, � m5 'MAX:, _r8"-MAY.! Zy' �HEAD/SILL A 3 SHORTER �, CORNERS�1 :SIDES_ �m l H h • II—___ II II II n u C It II D 11 II II C3 ii F /• a II � II o u u u u a II II II II iI II I It II It it II "a1- I_= II- 11 'I II B B3 FALSE MUNTINS (SURFACE APPLIED) OF[IONAL FLANGE &FLANGE ADAPTOR FRAME, �J SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE. WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUr NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 18' MAX. EQUAL LEG FRAME i� l TYPICAL ELEVATIONS 0 q° :z mw ANCHOR SPACING SHOWN HEREIN APPLICABLE, Nz TO FLANGE AND FLUSH FRAMES. a S mo SEE SHEET 1.1 FOR FIN FRAMES. 0 0.� 0 �, �n L u O F• ISM B O�iyn St Lucie Coady ° Q � m a a o 96° as�op o 0 E C d' BUCK HEIGHT a C Z 0 N D.L. OPG. aW� o IL z O f P_ w 1000LI W W rL F I I 16" MAX 8" MAX. 117•• MAX. CORNERS STRAIGHT SHORTER SIDES SIDES DAY] ITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3..00' WI I WINDOW 1y WIDTH_, WINDOW WINDOW W'�� r � r -1 ! — r---- T z % z�� y z y j �% J % J I f I 0 3 z L J L— —J Z WINDOW W WIDTH WINDOW WINDOW WIDTH W LAM- GLASS INSULATING LAM.GLASS r — _ — -� LARGE MISSILE IMPACT I I o,��e� 3 z z SMALL MISSILE IMPACT 0 0 0 0 0 % ``1I111f 1111/I7j/ m �,V O W LL L O `� ���® . 3 I I........... _ L J PRODUCT REVISED 70 THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. 3 �— � as complying with the Florida !SHUTTERS ARE NOT REQUIRED., Building Code - d NOA-No. 17-0918.07 �= ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ® ATE OF Yv; drawing no. Expiration Date D9 2020 .L 2 7 .0. < WIDTH OPG. 16' MAX. STRAIGHT SIDES 'v N 51 FA (SURF AR' FIN FRAMES 13 16' MAX. STRAIGHT SIDES O TYPICAL ELEVATIONS (O 1 0 0 q Fw m I $ N 6' a. 0Oe 9�`�" mat 06Inh v 0We1 Cmrr , O Q a0p of oa• 0 0 N Ir I a Lu m LL Z U) QzM2 wmE .N.. N m v V C a Z L O 00 v 0 X d W aSNo ONMe M ro z a3�n SIDES EL c Z N o CD < J CI � U Ci mU LL- ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FlN FRAMES N N p VI n 2Q 2¢ R 2 S Q U m o o u o a \`lltnlurrrrr (Ulcl"1'Iw1LLl"1 ` �,.•�O�S : o r PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 'a at Expiration Date 09122 020 A'IE OF rawing no. By Math ade Product-Contro i��`�1 ORID�;.• W10_02 �z�rfill j sheet�.�of 6 3/16' ANN. GLASS 3/16" HEAT STREN'D GLASS _075" Interlayer .075' Interlayer Saflex CP With PEr Core Safi" CP With PET Care By 'Eastman Chemical Co.' By 'Eastman Chemical Co! OR OR 090" Interlayer 090" Intedayer Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Go: By 'Eastman Chemical Co: OR OR .090" Interlayer 090" Interlayer SentryGlas SentryGlas By 'Kuraray America, Inc.' BBR Kuromy America, Inc.' 090" Interlayer 090" Interlayer Trosdol PVB Trosifol-PVB By 'kumray America, Inc.' By 'kuraray America, Inc.' fm 3/16" HEAT STREN'D GLASS ii � 3/16" HEAT STREN'D GLASS zm I! zF vvvm��� !� SILICONE .� SILICONE GE 1 a} 7 .j i• GE 1200 \ E3 i !! �• DOWCORNING 899 II II a \ E3 n 1 I ! DOW CORNING 899 II II n DOW CORNING 995 I! I! � DOW CORNING 995 I! I! M5 AT 1/4 POINTS ON LITES W M5 AT 1/4 POINT'S ON LITES yG WIDER THAN 36" yG WIDER THAN 36" FA GLASS TYPE 'C'' W GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS & (L.M.I. S.M.I.) 7/16' OVERALL LAM. GLASS 3/8" AIR 3/16" HEAT STREN'0 d z a \ n 6' ANN. GLASS 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB ! By 'kummy America, Inc.' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 3/8" AIR 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEP 0 SUPER SPACER BY 'QUANEX' H M5 AT 1/4 PO NTS ALL SIZES �C GIA,SS TYPE 'Cl' 1" OVERALL INSUL LAM. GLASS (L.M.I. ONLY) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'DI' MUST BE TEMPERED. M 0 W' F Tk W HEAT STREN'D GLASS .075" Interlayer Saflex CP With PEr Core 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: - OR .090" Interlayer SentryGlas By 'Kuramy America, Inc! OR _ 090' Interlayer Trosifol PVB By 'kummy America, Inc.' 16' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' M5 AT 1/4 POINTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL. INSUL LAM. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED as complying with the Florida Building Code NoA-No. - 17-0918.07 Expiratign Date 09=2020 9 W SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETA]T GLASS TYPES 'Cl' & 'D1' Z is q f" N � IL 'Ig 0 dN0`o N 0 n ci pad 0 aIX oo IXwN� Qw5)li! Z N M��' Q lu ME P drawing no. W10-02 b L t TYPICAL INSTALLATION DETAILS %�U N THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 0 INSTALLATION DETAILS=THRU_1X: INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL m 3 0 r q m <f00D-9UCkS INT�CRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS C• w . FLANFLANGR2 FLANGE TYPICAL ANCHORS FLANGE 1/4' MAX. FLANGE E q a P. I � o Oqq '"-- SEE ELEV. SHIMS U ' 11 Ti2Sm II li BY WOOD BUCK FOR SPACING OR METAL d N y1 E3 it it WOOD STRUCTURE TYPICAL ANCSEE HORS .. • v STRUCTURE G: C j LL I� I� M2 •' M2 FOR .SPACINtM1/;4 1�ICAL� CHORS -Din©NI\N FOR SPACINGQ0. I- zmEt -- ____CD S2 wmM2TYPICAL AITCHORSI SEE ELEV. ^ 1gYFOR SPACINGW000 BUCK El E3 C r, Q N SHIMS 0 EQUAL LEG EQUAL LEG EQUAL LEG EQUAL LEG o W ".o M2 �C In B 1 !! II 2BY WOOD BUCK OR Al WOOD STRUCTURE C 1 METAL STRUCTURE STRUCT ¢ 0 O = N o n m m N m E3 II !I I jI M2 I 1 j 11 = .' _ TYPICAL ANCHORS SEE ELEV_ FOR SPACING d M i n .0 3 n f I a N a C 2E 52 a m o.• -_-___ - - _ _ - H o \_ M3 0- M3 ! II II NMIANCHORS TYPICAL ANCHORS c ' SEE ELEV. FOR SPACING . v..°, .p . •... ° ' c • • ° •° TYPICAL AFICHORS a y \ w w o G1 0 _, .I FOR SPACING E3 II II II II V. " o y w H € WOOD BUCK FOR SPACING -U w U o 0 w U O PRODUCT REVISED m a 8 a complying with the Florida Building Code w o z o = a ' o = a NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09=2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM m TYPICAL .ANCHORS: SEE aq. FOR SPACING BY AND TRANSFER THEM TO THE BUILDING STRUCTURE. o a °' �1 /4" DIA KWIK_-CaA�IL. BY 'HIUn (Fu 1e3 KSI,. Fy 157. KSI) Mlaml-Da Product C ntr I �1/4" D�'UjTT2ACON BY ELCO (Fu=177-KSI,-Fy-I55_KSI)_J #114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ICA EDG A ••...... 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DADS COUNTY APPROVED MULLIONS �� , INTO INTO CONCRETE AND MASONRY = 2-1/2" MIN. . ��ENg''., 1-1/2" MIN. PENETRATION INTO WOOD (yEAD/SILL/JAMBS) OR INTO WOOD STRUCTURE = 1" MIN. C� ` t .) C��7 b H INTO METAL STRUCTURES (HEAD/SILL/JAMBS) "-1 _ .BLdGK541NT0 G0 C OR=B�KS- —» INTO METAL STRUCTURE = 3/4" MIN. 92 (THRUy18Y _ I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE i/'�MIN=EMSED INTO CONCRETE (HEAD/SIL'L-/JAMBS) WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. ALUMINUM: 1/B" THK. MIN. (6063-T] MIN.) a I t `1 1/4-MIN.-EMBED-INTO-BLOCKS_(JAMBS)J CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. STEEL: 1/8' THK. MIN. (fy = 36 KS] MIN.) �fd� C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm = 2000 PSI MIN. TEOF r �(/� DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) drawing no. " ;�`�•. oR1oP.:'C��`� 1-1/4 MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) i` W10-02 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o Z n 3 C INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL N WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a a a f OO�o U FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0.W ' TYPICAL ANCHORS 1/4' MAX./ 0 W P1 1 —SEE ELEV. 20R WOOD BUCK FOR SPACING — SHIMS B3 E3SEE WOOD STRUCTURE TYPICAL ANCHORS - v ELEV. METAL STRUCTURE 0' K M o 0 y O a g a FOR SPACING <a M2 TYPICALANCHORS a C Z • 'j . ° ELEV. FOR SPACING a=N MI; I \a N C3 IQ.QI.1Z02 < , j _—, ril M W M 2 E6 n /1 ___ i a _ _ _ _ S2 v N C " •. TYPICAL ANCHORS ' 'p 7 ,. > - •o I SEE ELEV. M2 1gY FOR SPACING WOOD BUCK z y 0 LO O L 1/4' MAX BUCK HEIGHT 1/4' MAX. O Ld �2 3/8" MIN. { GAP GAP F- C I I 02No `v WOOD STRUCTURE 1/2' MIN. 1/2' MIN. raj N ^ m NOT BY CGI N M G n C z 2 3/8' MIN. __3 -- � FIN FRAME Mz BADKBED y ` CAULKING IL ro o ¢ J TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I N U B SMS (GRADE 2 CRS) — INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4° MIN. PENETRATION INTO WOOD Eu r LL BUCK DEPTH SHALL BE 2%'• THE USE OF DEEPER OR c S BEVELED WOODBUCKS IS PERMITTED. HOUSE WRAP R EXTERIOR a z `x P NOT BY CGI � m U U rI tz U 6 no z o Z a o 0 z a o BUCK WIDTH BUCK WIDTH --------------- f-= -- MIAMI-DADE COUNTY jl MIAMI-DADE COUNTY APPROVED I I APPROVED MULLION I MULLION & MULLION ANCHORS I 11 j l 2 j 0 o R ii o & MULLION ANCHORS SEE SEPARATE NOA I m o o c I 1 SEE SEPARATE NOA II II 11 I t It `�r�l�q o ```�1�Yyl�ulpU�rrgrQr� 1 I I G �p",�.:.:.°ry'ay�/ice I IA10 I._______ ____ ��� _ _— = PRODUCT REVISED N . 705 = o I I as complying with the Florida _� - - ;:• 1 I Building Code `' --- TYPICAL ANCHORS NOA-No. 17-0918.07 v 9 5 FOR SSEE PACING Expiration Date 09/22/2020 •' OF d(/� drawing no. By oRIgt±:���` •{'�AL W10-02 @14 X 1' SAS. Miam ade Produc o tr 1 % ��// � \� rrrrrrl1111Y%\ sheet b of 6 18 FLANGE FRAME l J FLUSH FRAME/FIN FRAME I .675 .995=10y5poI5 �1.184�i O GLAZING BEAD (LAM. GLASS) 9a5 FL �.125 1184- .500 - --=i� 8 E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL 1 1.130 j�.065 1.450 180 .550 1.680 55D .050 .050 1.395 O NAIL FIN ADAPTER 180 050 .06 FLANGE ADAPTOR 1.119 291 .050 1.081 LTEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-1 99 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CFI-123 4/ WOW. GLAZING BFAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FlN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS REOD. GLAZING BULB VINYL PVC DUROMIFTER 75-BO SHORE A M2 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - M4 - - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8-) 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMEFER 85f5 SHORE A S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS T4P RECT. OR SQUARE WINDOWS TYP. CORNERTYP. CORNER DETAILS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 0912212020 BY M1,0IPf7�1ft—k mf. j Z q n Ol. F ;$ Z it 2 IL O O p u o N O U N h 0 LU eN O CM) E0) 0 OaQa O a b J0 QW7il 0 QzME S I M N F \ • �� o m a •r5 I'•. ATeor ' �� 11 W109 drawinno. OR02 IDP; �� i F M3 FLUSH FRAME COVER SCREW COVER