|
SINGLE HUNG - LARGE MISSILE IMPACT GENERALNDTES C�lDDII' - - - -
<br />71A' OVERALL INSULATED GLASS 718' OVERALL INSULATED GLASS INTERIOR
<br />1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS WINDOW SYSTEMS WINDOW SYSTEMS
<br />(SHOWN W/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT - - IM' ANNEALED - - US" ANNEALED
<br />EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. 19W aW 44TH AVE. 1 21 19 t0 39 11 21 15 3 ISW SW 44TH AVE.
<br />IS RATED FOR WINO ZONE 4 MISSILE LEVEL O IMPACT USE AS DEFINED OCALA FLORIDA M474 - - ?MG" AIRSPACE - - 706' AIRSPACE OCALA FLORIDA 34474 OCALA FLORIDA 34474
<br />IN ASTM E 199E PER THE FBC. WWW.CWS.CC WWW.CWS.CC
<br />W W W.CWS.CC
<br />- - 5/16"LAMINATED GLASS - - 5/16" LAMINATED GLASS
<br />2 GLAZING OPTIONS- (SEE SHEET 2) - - NOB' ANNEALED - - 141 ANNEALED r► p
<br />OVERALL FLANGE WIDTH 810M 0 PVC 8100 PVC 1 a1 8100M
<br />PVC
<br />31 u4' 3. CONFIGURATIONS. 'O/X" QUANEX DURASEAL or. - 090" PVB INTERLAVER BY DUPONT OUANEX DURASEAL or, -' - DWI" PVB INTERLAYER BY DUPONT HUNG
<br />4, DESIGN PRESSURE RATING. IMPACT KODISPACE 4SG TIPS KODISPACE 4SG TPS IMPACT IMPACT
<br />53 118' MAX UNIT WIDTH - OVERALL FLANGE WIDTH SINGLE HUNG CARDINAL XL EDGE or. 1l8• ANNEALED CARDINAL XL EDGE or, - .- 1/9 ANNEALED SINGLE HUNG SINGLE
<br />48 15I76' -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND I G. SPACER I G. SPACER' a6•
<br />GLASS DLO _ - 36" - GLASS TABLES ASTM E-1300.0401/09.
<br />MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER IS PURFECT GLAZE'H' OR SIKAFLEX 552 J z ¢ Z ¢ 3
<br />I ¢ 2 IS PURFECT GLAZE "H• OR SIKAFLEX 552 a 3 rI� 2 - 1 �+ Z
<br />1 INFILTRATION TEST PRESSURE AND GLASS TABLES w 0 1- 0 w 0 w tj t?: 71
<br />1 - 3113110' F- Ow 00 ( a� f pwS u�w�0
<br />77 1+4' GLASS DLO ASTM E-1300-04e01/09, W z 8 2 Z Wu _ 4 t 1W ��11 k Z
<br />MAX 1 1 t2 - Ill' GLAS581TL .-- 2 2 C _ - F Z O, 2 S - - F--
<br />1 I A S. ANCHORAGE: THE 33 1/31% STRESS INCREASE HAS NOT BEEN USED rL a to � r o tY 3 m LL � Lu 3 > O 3 � 2 20 t2 :u. 26 LL � LU r O 3 3
<br />OVERALL LL W T� F- 3 g 2 t ZZ Z gg
<br />FLANGE 1 - - IN -HE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR Z ~2 S z O O 38 1 2 2 = ¢ T 8 O SECTION VIEW 6-8 Z 20 ¢ < w p O
<br />HEIGHT 33 t 5!18" 1 - - - �- 1 ANCDETAILS. WINDLOAD HOR CALCULATIONS. 11RATION FACTOR cd=t s WAS USED FOR WOOD o z ti i a ? & trr GLASS BITE p O z NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, zU N In z
<br />O I 63t14 Z 0 0 p - p U- 2 Sr O uj p U- RIGHT SIDE SHOWS SASH SECTION VIEW o O cOt ui p U-
<br />GSn
<br />lA5S OVEIiAIL I a Z U 0 Z _ U� Z U ? 60,U
<br />76' 1 I DLO FLANGE I 1 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP > I- 3 2C,
<br />C ? O 4 > 3 p tF�l - � 2 30 < 3 W _ F_ 2 Z
<br />MAX HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL ;� , t- x In
<br />0 w u1 w
<br />1 1 27' OP_RATVON BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO 2 aQ' > N U - Z to 2 > N Q Z 2 - � � > V) � 3 �
<br />UNIT O I- 1-Y 3Qg O>>3gg '2' pp�Y Q�
<br />HEIGHT s2" B B ClO S HURRICANE WINDS AND FLYING DEBRIS. W O x to w N H I& m O w h w
<br />I MAX W4 O ;4tk� - Z to 4tkJ � h >
<br />1 , UNIT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT a w u 0 2 > O I I = a 3 N 31 - 29 = ~ a X V)
<br />B HEIGHT I t USED AT FIXED MEETING RAIL AND JAMB. a a rr 3 c In a D. cc �' S a
<br />I 6 1 I I GLASS TYPE A a 7 iNTER10R
<br />s1 5+tn' 1 , L B. SERIES 1 MODEL DESIGNATION SFt 8100. GLASS TYPE A SASH LITE
<br />MAX C 34' FIXED LITE r:
<br />SASH I I 6 GLASS 305118' 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING 1111101 - - �Itllllll/ J2 NI1111/
<br />HEIGHT X OL O MAX X -- OPERABLE SASH, 0 = FIXED SASH ; \V3�1 sA te�s!�IjZ \\55���,yA. 1tg/ejSASH 27. \ �►sA T(/Ia„/!
<br />6 HEIGHT X I GLASS 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR \\�Yu�.'��lose F�'''��i 718' OVERALL INSULATED GLASS 7+8' OVERALL INSULATED GLASE `��\ �_�,YC0r1f�P''��i� i8 19 t `Wr„'�of8jam\4
<br />^ C OLD
<br />LOCATION. �7 No. 58201 S - 118' TEMPFRFD - - Ir6' TEMPERED _z No. 58201 �= No. 58201 ��
<br />hLl,1 1 /,U� 1 11. EXTERNAL WEEP SLOT = 1/4" x t•u4" LOCATED 4" FROM BOTH ENDS _� Z*Z �_ - - - - 7/16' ARSPACE �rC
<br />1 1 _ 7ll0' AIRSPACE
<br />t t 1 } 12 SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62" t'rATEt ` - - 5 t6" LAMINATED GLASS - - 5/16" LAMINATED GLASS BTATlOF
<br />A A
<br />C 46 3/8• 6 - - 2g^ ''��Ij'//' ```,\\\�` -. - 1/8' ANNEALED ... W ANNEALED0 Nl-ERLAVER BY DUPONT / N�1\\YA`,\\\` t? I I 8 I' ••- -,14
<br />GLASS DLO GLASS DLO 1111111-
<br />OIlANE1f DURASFAL or. 11y(1" PVB INTERLAYER BY DUPONT WANEK LXJRASEAI or.
<br />CARDINAL XL EDGE or, q
<br />- 491U16" - �- 31'vl16' - Lucas Turner
<br />CARDINAL XL EDGE or. .�. - 1/8' ANNEALED
<br />MAX SASH WIDTH MAX SASH WIDTH KODISPACE 4SG TP5 - - 1+8' ANNEALED KODISPACE 4SG TP$ - •._ _ .
<br />20Z0.08.� + G SPACER I G SPACER 8/06/2020 25 47 `�' &05/2020
<br />14:57:17 8/05/2020 18 PURFECT GLAZE'H" OR SIKAFLEX 552
<br />. t8. pL1RFECT GLAZf'H" OR SIKAFLEX 552 - -
<br />-05,001 LUCAS A. TURNER, P.E. 1 1 LUCAS A. TURNER, P.E. LUCAS A. TURNER, P.E.
<br />FL PE 11158201
<br />1 FL PE 11 58201 do; 1e FL PE a 56201
<br />12 - 112" GLASS BITE
<br />2428 Old Natchez Trc Trl 2428 Old Natchez T lc Trl 2428 Old Natchez Trc Trl
<br />Camden, TN 38320 1 98 1 Camden, TN 38320 Camden, TN 38320
<br />PH 941.380.1574 3® 112" GLASS BITE PH 941-380-1574 PH 941-380.1574
<br />'SHEET OtSCRIPTION SHEET DESCRIPI ION 'SHEEI OtSCRIPTION
<br />DESIGN PRESSURE SECTION VIEW C-C O
<br />GENERAL NOTES AND GLAZING DETAILS SECTION VIEW A -A SECTION VIEWS
<br />LOCATION MAX. UNIT SIZE IMPACT RATING 4 SWEEP LOCK REQUIRED
<br />RATING ELEVATIONS ALTERNATE FIN FRAME
<br />TABLE OF CONTENTS DRAWN BY DATE DRAWN By DATE NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36" x 62". DRAWN BY DATE
<br />GENERAL NOTES & ELEVATIONS ..... 1 NON-HVHZ 53-1 /8" x 76rr +/- 65 PSF ADE 06/10/08 ADE 06/10/08 FOR UNITS 36" x 62" AND UNDER. ADE 06/10/OB
<br />GLAZING DETAILS...............................2 HVHZ +/- 67.5 PSF DWG# REV DWGr REV DWG■ REV
<br />SECTION VIEWS & ALT, FRAME. ..... .3 LARGE MISSILE IMPACT cws 155 E GLASS TYPE a CWS-155 E CWS-155 E '
<br />EXTRUSIONS & 8.0 M_ ................... 4 NON-HVHZ „ „ +65 / -75 PSF ITEMS NOT SHOWN FOR CLARITY'
<br />ANCHOR SCHEDULE & NOTES,.......S 36 X 62 SCALL SHEET SLABS TYPE B SASH LITE SCA1t SHEET 22 27-28, 3337 43-45 �cME SHEET W i �. ��
<br />INSTALLATION DETAILS .....................6 HVHZ +67.5 / -75 PSF 1 1 1 OF 6 FIXED LITE S G L C S PER 411.3.3.1 1:1 2 OF 6 1 2 3 OF 6 V `� )
<br />VAIM LIST FRAME CORNER %
<br />ITEM PARTS DESCAIPTgN MATERIAL - _ CONSTRUCTION' F�� _ '
<br />3 v8' _ _
<br />1 H-6222 Flame Head, Fig, Single PVC 1 15/16 - - 1 S" MAX 0 C ITYP I - - 'WINDOW
<br />%% IND/OWS/�YSTEfMSSBY OTHERS r/WIIN�NDO]WSSYf�ST�jE{�MSS
<br />2 H-8222 tame SIII Fig. Single litf PVC WINDOW0MV68
<br />- _ ' - .. MINE E DIST MIN EMBEDMENT - - - - \�/IYLYCYIYIiI�lJU1i' W M r+►
<br />iVPlrlAl HEAD SEE TABLE 1 SUBSTRATE
<br />1 4' MAx ITYP) 8" MAX O C (TYP 1 EDGE M" MAX SHIM SEE TABLE t MIN EDGE DIST SUBSTRATE
<br />1900 SW 44TH AVE. 8" MAX ITYP I - - 1900 SW 44TH AVE. , SEE TABLE I 8Y OTHERS 19W SW 44TH AVE.
<br />3 H6222 Frame Jamb, Fig. Single PVC 1 SEE TABLE
<br />4 H•2121 Alum. Fixed Meet. Rail ALUMINUM ` - OCALA FLORIDA 34474 A^ MAX (1YP) - - - OCALA, FLORIDA 34474 / % 1 4' MAXSHIM - - SEE TABLE + OCALA FLORIDA 34474
<br />5 Sffi28 Fixed Rail Cofer PVC 8 1 B/8" 1 ) SEE TABLE I V01,
<br />/ EI 6 WWW,CWS.CC -C✓ t6' MAx. ITYP I WWW,C,WS.CC
<br />1 a" MAx (TYP I 8" MAX OC fTVPt WWW.CWS.CC SUBSTRATE BV O7HER_1MIN. EDGE DID ANCHOR AT MIDSPAN I1VP 314' 1 Sl8" U16" 6' MAX iTYP I - - 4^ MAX (TYP) MIN EMBEDMENTSEE TABLE 1/B H6224 Sash T Rail PVC vt6 ; 1 8100 PVC7 H-2124 RanGxooment L1pr STR ALUM 1f1G, i 8100 PVC A' MAx ITYP, 6100 PVC PERIMETER SEALANT SEE TAKE 1^ 1 CORNER WELD SINGLE HUNG 6• 1 - - - SINGLE HUNG IN IDE ANDER INSTALLATION ANCHOR > SINGLE HUNG
<br />8 1T6223 Sash Bottom Real PVC 1 1
<br />IAII SIDESI �, INSIDE AND OUT SEE tABLE 1
<br />9 H-2123 RBinTorosiment for SBR ALUMINUM PVC SASH MTG 1 6 ! / MIN. EMBEDMENT
<br />10 H6225 Sash Side Roll PVC 1 PVC FRAME PVC SASH PULL RAIL IMPACT 14' 1 O MAX OC Ip i 1 I IMPACT SEALANT BEHIND + ✓ / SEE TABLE I IMPACT J
<br />11 S-2129 Reinlaoemertl for SSR ALUMINUM FLANGE RAIL/STILE H-6223
<br />H6222 M-6224 j IMAx O G f FLANGE BY INSTALLER 174' MAX SHIM
<br />12 S6237 Glazing Bead PVC 5 2 ¢ 3 t O MAX O.0 O � Z ¢ 2 3 / / l Z ¢ w p 0 PC
<br />13 P-3118 Keeper, Sweep lock ZINC 1- OWE � rW- g 0 r MAX O.C. (TYP,) p w A � w g i PERIMETER SEALANT 0 w r5
<br />15 P4632 Sweep LockM Head, Tek 3 C _ 7? ol Z Q O _ r 1- Z to ya! T� Z BY INSI TER S IN INSTALLER a XLKW
<br />W
<br />3 1+8" W 2 _j Z 2-- 1- 1 Mrc,r+,u� ITYP.r W a 2_ PERIMETER SEALANT Z Q Z r 2 3 m
<br />1 9/16' - Q fY � m 1 p j > K� m INSIDE AND OUT N- Z O O
<br />1 - 1 3+1fi' I- W T' 2 1 1_ 2 Z S I- 3 INSIDE AND OUT INSTALLATION ANCHOR 2 S ¢� 3 o_
<br />16 P4633 Barrel Fastener STEEL - d7 Z Z x 8 � w O Q 4" (TYP 1 �""r "A1i O O O W O O SEt TABLE 1 O r- a ¢
<br />17 Block & Tackle Balance STEEL 1 0 ~ _ 1 U = F IZ SEALANT BEHIND U I a
<br />4- r7yp I U 0 /- Z a I- fD S INSTALLATION ANCHOR FLANGE SV INSTALLER SEALANT BEHIND u) rn L ~ U) a
<br />18 Puriecl Glaze "H" or Sikallex 552 SILICONE 1 - FIXED MEETING RAIL 1n - Z X X a - 2 - Z- r p m
<br />4 2 '- ] h- N q• j7yp p ] Z � M rn SEE TABLE 1 FIN BY INSTALLER (9 O
<br />111h" Ill SCREWED TOGETHER WITH Z Q l% U - 2 Q uj U - Q vj ] U -
<br />19 Sash SEE SHEET 2 GLASS OUTERFRAME a t- Z U u) Z 8 LL U X X U Z LL U B HORIZONTAL SECTION C HORIZONTAL SECTION I- U O O?
<br />t 5+8' I r IA' 2 S F TYPICAL FIN ANCHORAGE
<br />20 Fixed SEESHEET2 GLASS 218 1'8 > ¢3��=0- > �-O? ¢3 �
<br />3 9+ I i F- E (� (� /� () H ►- c TYPICAL JAMB ANCHORAGE
<br />21 P•3429 Wain.. 0.270 x 0.187 back FinSeal NYLO a > in U Z rri U 11 1! U > U1 Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION > rn U - 2
<br />22 P4838 1Y8 x 2-1/2 PH Mod. Truss, Type A, TEK STEEL 1 , w LLO W m p w� W z 0' to O pw In w LL y W y
<br />25 S6227 Screen Catch PVC PVC FRAME PVC SASH MTG RAIL rr w H O Z i> a w r I> w F O CL 4 i> IY
<br />28 S43228 Screen Su PVC FIN/FLANGE RAIL/STILE H-2121 = s W win & r Ix W 3 le In = W $ W in 0 m
<br />27 P4051 kb x 1 1/4" Ph FIT TEK, Whit. ZINC I H-8225 a I- a 3 ANCHOR LAYOUT - (FLANGE I ANCHOR LAYOUT -(FIN) ANCHOR LAYOUT -I FLANGE ANCHOR LAYOUT - (FIN) a r a Y a a X a LO
<br />H-6231 SIZES OVER 30" x 62" SIZES OVER 36' x 62' SIZES 36" x W" AND UNDER SIZES Z' x 62" AND UNDER L U LIT
<br />28 P3748 M6 x 0.625' Quad Fh TEK, Wht. ZINC SEALANT BEHIND 04" MAX iHIM r -1 Ln r-1
<br />29 P-3783 lmpacl Lock STEEL FLANGE BY INSTALLER I M I(71 ll
<br />30 P pact. Keeper STEEL A1Lt1111/II L�111111U/// I I `tL11t11U1//// tY M O 0000
<br />N�.y /I \� A j \� ATtpp�i�
<br />31 P4264 uieX 3/4FHPH w/L08 Head TEK. Wht STEEL - 151t8' - `�\�,\\t yt�4 '/'��i�� `�\�A\\ l�A�•' /,��i�� BYRINSTAE EREALANT MIN EMBEDMENT `�A\ y tY ' '��i' W LL M rl
<br />SEE TABLE + � V8 1 i
<br />1 - `* *i INSIDE AND OUT V 1 No. 58201 �: CL 00 00
<br />32 P•3218 croon lame ALUMINUM /
<br />=7 No.58201 �_ o
<br />33 P-3321 Screen Cooler Kay PLASTIC L
<br />r - 1 Ln8' _�* *%
<br />34 P-3228 Screen Spline RUBBER t tlt6 No. 58201
<br />01 1 42 1 1 liq' t =7 �� •�+
<br />35 P•3581 Screen pout VINYL lib' 1r1(r � � 2f t 1 J' - 25 +� *� W2 /ram* �= SUBSTRATE BY OTHERS f *� �� 0 Q =
<br />44 MIN EDGE DIST NKAIIp
<br />36 P 3 Screen STEEL 1 ( v16' 13116' - - 1 t f8' i IITATlGF ` KA1Rt ^ SEE TABLE t - - ` tl U
<br />31 P-3029 Screen Pull Tab STEEL 1-16' % . SEE TABLE 1
<br />39 P-38 3815 71i8 S x Bll8 Phil an r. /8' x 1" x 2" RUZIBNBCER PVC SASH STOP • 6025 PVC.
<br />CATCH EN PVCCOVER IL P SUPPORT NOTES.,''���////N11�� `Y\\\\``` jjNSTALL ONE ANCHOR AT FJICH INSTALLATION LOCATION. Sll L ANCHOR SPACING SAME A6 HEAD. ''''�Z////1(lAL �\VkV\ `` 6 TYPICAL Sit ANCHORAGE /////N (LTt15 ) I�`�- r MTG \ A VERTICAL SECTION \
<br />II,
<br />40 P4479 WeepooYen PLASTIC s622s I---------
<br />4
<br />2 P6025 Sash Stop PVC 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/I6' IS PRESENT. LOAD BEARING SHIMS SHALL BE
<br />43 P-6025 Sash Cam PLASTIC CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED
<br />3/4 B/0512020 B/l�/2020 B/05/2020 _- _ U W
<br />44 P3295 Take Out pt STEEL - - 5/8" 1 / 3. ANCHOR TYPE SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1. SHEET 6. I l�+
<br />45 P-3342 Seam Sealer SILICONE 1 I 9 1 7+8 G - 17 TABLE 1: APPROVED INSTALLATION FASTENERS
<br />46 P-5588 Hole PI PLASTIC ;n8 (�- t1 15 t6" u1s 's" t LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E. LUCAS A. TURNER, P.E. �^_
<br />117 FL PE p 5820t BE PROTECTED TO PREVENT REACTION. FL PE 0 5820t FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FL PE 0 58201 W
<br />47 H6231 Frame Maid. FIN. Single H PVC 1 t FLANGE CONCRETE (2.0 KSI MIN) 3116" fTW TAPCON 1.112" 1.118" PERIMETER SEALANT _ �
<br />u18' PVC GLAZING 2428 Old Natchez Trc TrI 2428 Old Natchez T ro Trt 2428 Old Natchez Trc Trl `1 _- -1
<br />48 P4958 Wstp.. 0,420 x 0.187 back NYLON REINF BY 1NSTALLFR - _ I Z
<br />S-2129 REINF. BEAD Camden, TN 38320 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM Camden, TN 38320 FLANGE HOLLOW OR GROUT FILLED CMU It t7 PCF MIN 1 3+16" fIV11 TAPCON 1` INSIDE AND OLIT Camden. TN 38320 -1 Z
<br />REINF SASH MTG FLANGE CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON t' 1" , III
<br />H-2123 RAIL S 6237 PH 941.31T0-1574 SPECIFIED TABLE t SHEET 6. PH I341-3(30.1574 , PH 941.380-1574 - v
<br />HORI�ON7AL SECTION _
<br />'3HEE1 DtsCRIPI1t1N �aHEEI DESCRIPTION FLANGE GROAT -FILLED CMU (ASTM C-A01 ;L116" ELCO ULTRACON 1.1r4` 2117 b Box FRAME INSTALLATION 'SHEET DESCRIPTION � III W
<br />H-2124 9, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, (FUSED, INTO SUBSTRATE �iUl
<br />INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND' 3118" I71N TAPCON HEAD AND SILL SIMILAR FOR BOX INSTAl1AT10N c (� LL.I
<br />BOM AND EXTRUSIONS FLANGE IX MIN. SOUTHERN PINE (G=0.551 t-318' Ire" INSTALLATION DETAILS I�, T__ -_ '_ I, Z
<br />INSTALLATIONS TO HOLLOW CMU REQUIRE 7HC- USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES OR ELCO ULTRACON -
<br />FLANGE 2X MN. SOUTHERN PINE (G-0.55) 910 WOOD SCREW 1.318" 718" FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, !I I I III Z
<br />DRAWN 9Y DATE 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS. 3" FOR MASONRY 1" FOR WOOD AND METAL. ;DRAWN BY DATE DRAWN BY DATE 1I ___ ( Q
<br />16 GAUGE (0.060-) MIN. STEEL STUD 111D-16 HILTI KWIK-FLEXOR (TW FULL THREAD {
<br />UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED' I I 1 I I Z �
<br />ADE 06/10/08 ADE 06/10/08 FLANGE 7116" ADE 06/10/08
<br />S. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. (33 KSI YIELD MINI TEKS SELF -DRILLING SCREW THRU 0,06(i" _ ,III O Z
<br />'MGM 'REV 'MG■ 'REv � - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED 'DWGx 'REV I - }
<br />SUBSTRATES SHAH MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 5 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 118" ALUM. (W63 T5 MIN.) OR tt10 GRADE 5SELF-TAPPING r FULL THREAD INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. I I` -_ ( I-
<br />CWS-155 E CWS-155 E FLANGE 71t6" CWS 155 E --1 Z
<br />tB` STEEL 133 KSI MBJ.) DRILLING SCREW 111RU 0 T25" -PRODUCT ANCHORAGE IS IN ACCORDANCE. WITH REQUIREMENTS A5 i -
<br />SCALE 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS SCALE SCALE Q
<br />SHEET FMAIAAMA 100 FdV WINDOWS), FMA/AAMA 200IFLANGE WINDOWS). FMAANDMA 250(BOX WINDOWS), FMNAAMAIWDMA 3W(EXTEMOR DOORS) SHEET FIN 2XMM1. SOUTHERN PINE IG�0.55) k8 WOOD SCREW t-112' 7rtB SHOWN FOR FLANGE WINDOWS. SHEET l - I 0
<br />NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 1:p 4 OF 6 ( 1:25 5 OF 6 1 ? 6 OF 6 U
<br />- II
<br />ail, I
<br />SHEET TITLE
<br />DETAILS
<br />JOB No.
<br />221-22
<br />DATE: 10/29/2020
<br />SHEET No.
<br />
|