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ry A N:D E RS E N CORPORATION Andersen. RENEWAL .BYANDERSEN' S-RIES'GLIDER WINDOW: •"` °°°•• IOO FOURTH AVE NORTH . BAYPORT,NIN SSD03-1096 (NON.- (NON-HMZ) w_ PH:t651)260.6150-FX(651)26b5+R5 .. .. .. .- .DESIGN PRESSURE RATING. Z SIZE' CONFIGURATION •'DESIGN PRESSURE' SASH WIDTH RATIO GENERAL NOTES: . 72"X 80" . ., XO. '+40.0/-40.0 PSF. .2:1' TABLE OF CONTENTS•. Ee O s z m m q S 3 J.. THE PRODUCT SHOWN HEREIN IS DESIGNED AND . 96"X54" XO*• 440.0/-46.6 PSF'• "1:1 SHEE. REVISION - SHEET DESCRIPTION �•Zp.WrZ-y' MANUFACTURED TO COMPLY WITH THE CURRENT EDITION _ - ¢3 z FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZAND HAS- 96"X 72" •XO +40.0/-00.0 PSF 1:T 1 GENERAL NOTES&GLAZING DETAIL j st BEEN EVALUATED ACCORDING TO THE FOLLOWING: '308 %54" XO.' +25:0/-25.0 PSF,' 1:2 Z Z m"' 2 ` - ELEVATIONS•' w m . • AAMA/WDMA/CSA101/I.S.2/444MR/11 - 108"%72" XO +200/-200PSF 1.2 D:�' o / :2: ADEQUACY OF THE EXISTING STRUCTURAL 56"X 80" - %O +40.0/-40.0 PSF :1:2 - CONCRETE/MASONRY,2%FRAMING,AND METAL FRAMING., - - - 4 - ANCHOR LAYOUTS w" AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 74'X 54" - %O +40.0/''-40.0 PSF 1:2 5' ANCHOR LAYOUTS F a WITHSTANDING AND TRANSFERRING APPLIED PRODUCT - 74"X72"- XO '+35.0'/-35.0 PSF 1:2 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE .48"X48„ X% +40.0/-40.0 PSF '1:1 6' VERTICAL SECTIONS, REMARKS BY DATE: ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF' - -7 _ HORIZONTAL SECTIONS, .. .. INSTALLATION. 72"%80" _ )0 +30.0/-30.0 PSF 1:1 - 96"%Sbe X%, .+35.0/-35.0 PSF. . .1:1 8 : _ ANCHORDETAILS: 3. .SX AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND. g - -INSTALLATION NOTES&ANCHOR SCHEDULE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 96"%60"- %% +35.0%35.0 PSF 1:1 .STRUCTURE..BUCK DESIGN AND INSTALLATION IS THE .96"%72' . -XX, +20.0/-20.0 PSF, - . .RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF - - DMArxmREEaaAeruueoHoaroeuroRASPla RECORD FOR THE PROJECTOFINSTALLATION.' 144."%54"' %OX` +30.0/-30.0 PSF '1:1:1' : - - vrc ivvrewx°moxsuusE ixsruurmxro°mATE ..� - .. .. .. .. .. .. .. .. .A: .. EROMTHEREQUREMTNRDETNIEDHERNN,AUEENSED 144"X72". XOX' +25.0/-2S.0 PSF .1:1:1 3/4"O INSULATED fl6 .RoRARCHmC`sHALLPREDARINTE_m 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A- _G y DaaMExoroeanwaBTxs Dom_ " g144X XOX +40.0/=40.0 PSF 1:1:1 TOLERANCE OF 21/41NCH OF:THE DEPICTED.LOCATION IN: - - Dig@ally sig�n@@(�yuntd Y/F Norero,P.E THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT. _ XOX +35.0/-35.0 PSF 1:1:1, Reason:(olyt' is 691yment CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT . EXTERIOR INTERIOR Date: 8 .52, oT.-, ' 'CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE' � XOX �+30.0/30.0 PSF. -1:2:1. __ `�� •,• •• ��, NEXT. XOX +25.0/-25.0 PSF 1:2:1. - � � E KOK � -+40.0/-40.0 PSF . 1:2:1� . � .N 7S. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE '- .' `I`I ..GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR XOX +35.0/-35.0 PSF- 1:2:1 SILICONE *' A SPECIFIC SITE.IF SITE'CONDmONS CAUSE INSTALLATION .BACK BEDDING T S A OF TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, -DESIGN PRESSURE UPGRADE RATING' 1-1/2"GLASS �� tu A LICENSED ENGINEER OR ARCHITECT SHALL'PREPARE SITE �. E BITE i�•n SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN, . SIZE. CONFIGURATION DESIGN PRESSURE 'SASH WIDTH RATIO ; / �j�(ems 6z NON-HVHZ AREAS. 56"X 48"' XO'I. • +61.0/-79.0 PSF• "1:1 A�7 6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON RL0=1W q N.737 8 ' 40"X 40" XO +81.0/-100.0 PSF' 1:1' 'RprQA P. ND 877E a THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE: � I� 1L� - I• & Na DROPS. W - - - 88"X64", : XO,' +42.0/-43.0 PSF. 1:1 GLAZING DETAIL 198 DANN,BEACH, BLVD.3304 7. WINDOW FRAME MATERIAL:FIBREX&PVC DAaA BEAot Et also• $ 74"X 72" XO +50.0/-50.0 PSF 1:1 - revs EmT.a AU1H�AOUN N>2R378 :8. IN ACCORDANCE WITH THE CURRENT EDITION FBC;WOOD : : 74"X 64": XO '+50.0/-65.0 PSF •1:1 _ - C ('] .. COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED• .. ` .. ;GLAZING NOTES: .. .. .. . 308"X72" ..XD%�. ' ..�+26.0/'-26.0 PSF.. 1:1:1&'1:2:1.. �. FL19563 OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN 1. 'GLASS TYPE&THICKNESS SHALL'COMPLY WITH ASTM E1300, CHAPTER 23: - 120"X64" XOX' +28.0/-28.0 PSF 1:1:1'&1:2:1 REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING. DATE: ],1•0]•1g. 56"%48" XOX +61.0/-79.0 PSF '1:1:1&1:2:1 .REQUIREMENTS PER THE FBC.TEMPER AND SAFETY GLAZING. DWG.BY: CHKHFN 9.,G1A555HALL MEET THE REQUIREMENT50FASTME1300. ' - , GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. 74"%64 XOX +50.0/-65.0 PSF 1:1:1&1:2:1 'REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECIFIC BASIS. .log"%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 s 'SEE FRAME DESCRIPTIONS ON SHEET 6&8 REFERENCED IN FBC CHAPTER 24., - ' - 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. - - 2: DP UPGRADE PRODUCT MUST BE INSTALLED .DESIGN PRESSURE.TABLES ON SHEET 1. .. .. -THROUGH FRAME ONLY,EXCEPT ON SILLWHERE' _ - JAMB CLIPS MUST BE USED: ' : OF_9