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AN D E RS E N CORPORATION And�rsen. RENEWAL BY ANDERSEN SERIES .GLIDER WINDOW + lm wu1mtl��50avE Homes (NON-IMPACT) (NON-HVHZ) ��m,M PH:(651116E-5 FX:(6511160-SE65 DESIGN PRESSURE RATING z Fj B e o a yI J vi SIZE CONFIGURATION DESIGN PRESSURE SASH WIDTH RATIO H _ ' Ile GENERAL NOTES: s rR+Z> z p O- $ S 72"X 80" XO +40.0/-40.0 PSF 1:1 TABLE OF CONTENTS w z 3F 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 96"X54" KID +40.0/-40.0 PSF 1:1 SHEET REVISION SHEET DESCRIPTION 3O Z d MANUFACTUREDTO COMPLY WITHTHE CURRENT EDITION Q p? z A d FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS 96"X 72" XO +40.0/-40.0 PSF 1:1 1 - GENERAL NOTES&GLAZING DETAIL p a ]W BEEN EVALUATED ACCORDING TO THE FOLLOWING: 108"X54" XO +25.0/-25.0 PSF 1:2 2 _ ELEVATIONS W 3 m co M AAMA/WDMA/CSA 101/I.S.2/A410-08/11 0= 108"X 72" NO +20.0/-20.0 PSF � 1:2 3 - ELEVATIONS w <q 2. ADEQUACY OF THE EXISTING STRUCTURAL 56"X80" ( XO +40.0/-00.0 PSF 1:2 ui 4 7 - ANCHOR LAYOUTS a CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING _ 4"X 54" XO +40.0/-40.0 PSF 1:2 AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 5 - ANCHOR LAYOUTS F a WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 74"X 72" XO +35.0/-35.0 PSF 1:2 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 48"X48" XX +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"X 80" XX +30.0/-30.0 PSF 1:1 96"X54" XX +35.0/-35.0 PSF 1:1 8 - ANCHOR DETAILS 3. 1%AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 9 - INSTALLATION NOTES&ANCHOR SCHEDULE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 95"X60" XX +35.0/-35.0 PSF 1:1 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 96"X 72" XX +20.0/-20.0 PSF 1:1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF orurxarRmr:RarnutmHonrorawRn.ahas RECORD FOR THE PROJECT OF INSTALLATION. 144"%54" XOX +30.0/-30.0 PSF 1:1:1 pIE 0511E mxwnOHsuus[iHswunOHmOeaRre FlI°M 111E R W IRFl.1FNf5 ORRIIID NERF W,A II<EHSED 144"X72" XOX +25.0/-25.0PSF 1:1:1 3/4"O.A.INSULATED FNGINRRORMdrtER9WLVREPARE5rtE5VEGnC 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A GLASS ralusEMRnITxaPo�SREsr. TOLERANCE OF t1/4 INCH OF THE DEPICTED LOCATION IN 84"X 60" XOX +40.0/-40.0 PSF 1:1:1 Digitally si Rdrtd@.yy Norero,P.E THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT 84"X80" XOX +35.0/-35.0 PSF 1:1:1 Reason 1V1RT s�6Eymant CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT EXTERIOR INTERIOR Dat�'18 .62. 'VV/jam CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE 144"X54" XOX +30.0/-30.0 PSF 1:2:1 `,� •,.•E ice' NIXi _ 144"_X-72" XOX + .0/".0PSF 1:2:1 S. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 84"%60" XOX +40.0/-40.0 PSF 1:2:1 `�` * N 7 7 € GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 84"XSO" KOX +35.0/-35.O PSF 1:2:1 SILICONE i ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION BACK BEDDING S /r OF ?or TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, DESIGN PRESSURE UPGRADE RATING i 1/2"GLASS 14j A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE I 1 BITE �iT - O 1 SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN SIZE CONFIGURATION DESIGN PRESSURE SASH WIDTH RATIO NON-HVHZAREAS. "� i ��/ O 56"X48" XO +61.0/-79.0 PSF 1:1 ` '7im #R11111gL1,ldc 6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 40"X 40" XO +81.0/-100.0 PSF 1:1 O�A PX_N.77 THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 88"X"I XO +42.0/-43.0 PSF 1:1 GLAZING DETAIL �RAMU LSL $ 7. WINDOW FRAME MATERIAL:FIBREX&PVC 74"%72" %O +50.0/-50.0 PSF 1:1 FBPE¢HT.0<AU11HU ATI N.2UM IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD 74'XW' XO +50.0/-65.0PSF 1:1 GLAZING NOTES: FLU. FL19563 B. COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED 108"X 72" XOX +26.0/-26.0 PSF 1:1:1&1:2:1 g OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN 1. GLASS TYPE&THICKNESS SHALL COMPLY WITH ASTM E1300 CHAPTER 23. 120"%64" KOK +28.0/-28.O PSF 1:1:1&1:2:1 REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING DATE: 11.07.18 9. GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 S6"X48" XOX +61.0/-79.OPSF 1:1:1&1:2:1 REQUIREMENTS PER THE FBC.TEMPER AND SAFETY GLAZING DWG.BY: CHK.BY: GLASS CHARTS.SEE SHEET 1 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 I H FN P 108"X"I XOX +40.0/-40.0 PSF 1:1:1&1:2:1 2. SETTING BLOCK DUROMETER HARDNESS OF 70-9D(SHORE A)AS SCALE: NTS REFERENCED IN FBC CHAPTER 24. `yL -SEE FRAME DESCRIPTIONS ON SHEET 6&8 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS DWG.a: AW D243 1. DP UPGRADE PRODUCT POSITIVE RATING IS DRIVEN WIDER THAN 36"AS PER FBC CHAPTER 24. SHEET: BY STRUCTURAL ONLY.WATER IS NOT INCLUDED. 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN 2. DP UPGRADE PRODUCT MUST BE INSTALLED DESIGN PRESSURE TABLES ON SHEET 1. �I THROUGH FRAME ONLY,EXCEPT ON SILL WHERE llll JAMB CLIPS MUST BE USED. OF 9