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: . . . Andersen.. ANDERSEN.; CORPORATION . g . . ® RENE.WA'L:.BY ANDERSEN SERIES GLIDER V1/1ND.OV1/ :.•�-. ••�•. 300 FOURTH AVE NORTH . .. 9AYPORT,MN 55009-1D96 . (NON-IMPACT) (NON-HVHZ) PH:16511261.5150 FA:(661)36b5065- Z: . . .DESIGN PRESSURE RATING -" SIZE' •CONFIGURATION• DESIGN PRESSURE SASH WIDTH RATIO - - - - ..' t7 _.. a K Z 5 GENERAL NOTES: _ r - 72"%80" - XO. " '+40.0/-40.0 PSF 1:1 - - TABLE OF CONTENTS - s O= z 10 a 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 96"X54 XO +40.0/=40.0 PSF' "2:1 SHEET REVISION SHEET DESCRIPTION z p z Z s MANUFACTURED TO COMPLY WITH THE:CURRENT EDITION - <3 Z "' m FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS. 96".X 72" 'XCI ' +40.0'/-40.0 PSF 1:1 1 - GENERAL NOTES&GLAZING DETAILto BEEN EVALUATED ACCORDING TO THE FOLLOWING: 108"%S4" XO +25.0/-25.0 PSF 1:2' 2 'ELEVATIONS"' wZ }DO •-AAMA/WDMA/CSA 101/13.2/444"8/11 108"X 72". XCI '" 4.20.0/-20.0 PSF 1:2 W 3 . .2. ADEQUACYOF THE EXISTING STRUCTURAL" '. 56"X 60": XO +40.0/-40.0 PSF -1:2' ¢ \ - CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING", 74"X Se •.XO +40.0/-40.0 PSF' •". 1:2 4 " ANCHOR LAYOUTS W AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF - 5 -' "ANCHOR LAYOUTS F a WITHSTANDING AND TRANSFERRING APPLIED PRODUCT' 74"X72": 'XO +35.01-35.0 PSF 1:2 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE : 48"X 48" XX• +40.0/-40.0 PSF' '1:1 6' - VERTICAL SECTIONS: REMARKS BY DATE: ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 7 -HORIZONTALSECTIONS. ' INSTALLATION. - 72"X 80" XX +30.0/-30.0 PSF - 1:1 " . 96"%S4" XX, . ' .+35.0'/-35.0 PSF" . ' ." 1:1 8 I - - ANCHOR DETAILS: ' :3. SX AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 96'%60 XX +35.0/-35.0 PSF 1:1• 9 -INSTALLATION NOTES&ANCHOR SCHEDULE' STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 96•X 72" -XX. +20.0/_20.0 PSF 1:1 RESPONSIBILITY OF THEENGINEER OR ARCHITECT OF. oAur rroreir¢vAmuumxomorarmAssra RECORD FOR THE PROJECTOF INSTALLATION." - 144'%54- XOX +30.0/-30.0 PSF , 'I:1:1' sneDatF mxomoxscurslixsTAUArnwrooEvuTE .. .. .. .. woenrxc N:ouo¢uwrsooMCD c__ .. .. - 144•X 72°. . XOX' ' - ""+25.0/-25.0 PSF-' ..' -1:1:1 -. .. 3/4"O.A:INSULATED' � wcw¢AOAAnaarzavuurxroA�mE N¢cux 4."INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A' GLASS °0o1Mfi1^'ro"�WRMT16DOO1A'Q^ " 94"X 60"" XOX. - "+40.0/""-40.0"PSF 1:1:1 ` :TOLERANCE.OF tl/41NCH ORTHE DEPICTED.LOCATION IN: Dig@ally s19n vid""JF Norero,P.E THE ANCHOR LAYOUT DETAIL(I.E.;WITHOUT. '84"X80"", XOX +35.0/-35.OPSF- 1:1:1, Reason;�p is kwent _ : EXTERIOR "INTERIOR 1I Ir CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT .. ". Date: 2, I� 144"X 54 XOX +30.0/-30.0 PSF 1:2:1 " CUM ULATIVE FROM ONE INSTALLATION ANCHOR TO THE - -♦♦ ..... • NEXT. 144"X72 XOX :+25.0/-25.0 PSF ``. `.\•E.. 84"X60". 'XOX +40.0'/-40.OPSF' 1:2:1'. v:�' .N 7 _� 'S. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE '' r GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR: 84'X80 XOX +35.0/-35.0 PSF 1:2:1 ' SILICONE ` *' *' "� .ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION .BACK'BEDDING' r r ='O S A OF TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, "" DESIGN PRESSURE UPGRADE RATING i .• i•1/2"GLAS$ �•� [V ti mA LICENSED ENGINEER OR ARCHITECT SHALC PREPARE SITE" r 'BITE !��.(� O ADP.' <v SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN SIZE CONFIGURATION,' DESIGN PRESSURE 'SASH WIDTH RATIO. . �i�FS G\"♦♦♦ ..E NON-HVHZ AREAS: - - ` / ��' S O EN ``♦ .. .. ." 56"X 48":" %O- .461.0/-79.6 PSF 6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON `` H[r6�lfJ 4Re'!r73M '40"X 40" XCI _ +81.0/-100.0 PSF' 1:1 rtOrmA D N.Yma THIS PRODUCT IN AREAS REQUIRING,IMPACT RESISTANCE. Dn Dams,VD. s9e E.D oANIA ACK Rlw./3a ." .' 88".%64" %O,- �42.0/-03.0 PSF,' : 1:1 _ - � DAwA ecAw.rl amo� .7. WINDOW FRAME MATERIAL:FIBRE%&PVC '74"X72". XO +50.0/-50.0 PSF 1:1 'GLAZING DETAIL' . .. .. " roc OAY.Or Aun+0aWt101 Hu aaeTe ' 8. IN ACCORDANCE WITH THE CURRENT EDITION FBC WOOD : 74"X 64" XO +50.0/-6S.0 PSF "1:1, FL#: ,' (] - COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED 108"X-72" XOX. : +26.0/-26.0 PSF. 1:1:1&1:2:1• GLAZING NOTES: .. FL19563 A OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN 1. ''GLASS TYPE&THICKNESS SHALL;COMPLY WITH ASTM E1300, CHAPTER 23. - " ' • ' 120 %64" KOX +28.0/-28.0 PSF' " . . 1:1:1&1:2:1 .','REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING, DATE: 11"07"18, - 9. GLASS SHALL MEET THE REQUIREMENTS OFASTME1300," :56"X48" ' : " XOX : " " "+61.0/-79.0PSF 1:1:1&11:1 REQUIREMENTS PER THE FBC.TEMPERAND SAFETY GLAZING• DWG.BY: " .. CHK.BY: ._ GLASS CHARTS.,SEE SHEET I FOR GLAZING DETAILS. .74"X 64" XOX' +50.0/=65.0 PSF 1:1:1&1:2:1 'REQUIREMENTS SHALL BE REVIEWED ON"A SITE SPECIFIC BASIS. RV" H FN .108"X 64 " XOX. ' '.+40.0/-40.0 PSF . ' "1:1:1&1:2:1:•.• 2.. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A)AS SCALE: ' NTS ? - :REFERENCED IN FBCCHAPTER 24. " `wL_ ". ". •. *SEE FRAME DESCRIPTIONS ON SHEET 6&8 •. - 3.' SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS DWG.#: -AW D243 WIDER THAN 36"AS PER FBC CHAPTER 24. 1. DP UPGRADE PRODUCT POSITIVE RATING IS DRIVEN; : 4,. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN' SHEET: •BY,STRUCTURAL ONLY.WATER IS NOT INCLUDED. " DESIGN PRESSURE TABLES ON SHEET 1. .: 2; DP UPGRADE PRODUCT MUST BE INSTALLED " -THROUGH FRAME ONLY,EXCEPT ON SILL WHERE' " JAMB_CLIPS MUST BE USED: ' OF 9