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ANDERSEN CORPORATION RENEWALBYANDERSEN DOUBLE HUNG A� IOD FOURTH AVE BAYPORT,MN S5DO3-lD96 WINDOWS INSERT FRAME-. NON-IMPACT , PH:1661,16G.S16D Fk 661)26454R6 zm .INSTALLATION NOTES:. p Q 5 � 1."ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.ANCHOR MAY. 'GENERAUNOTES: - twit O: p 3 Y $ ' BE PLACED-THROUGH INTERIOR OR EXTERIOR JAMB SASH TRACK AT EACH ANCHOR LOCATION ` " ` : - ' . ' W�a QQ V• m m==a "SHOWN:SEE SHEET 4 FOR ANCHOR REQUIREMENT NOTES, 1: THE PRODUCT SHOWN HEREIN IS DESIGNED'AND, ." ••. :•OZ 'Q;• o; MANUFACTURED TOCOMPLY WITHTHE CURRENTFLORIDA _ 2. INSTALL INDIVIDUAL INSTALLATIONANCHORS WITHINA TOLERANCEOFtl/21NCH OF THE. BUILDING CODE,INTERNATIONAL BUILDING CODE - TABLE OF CONTENTS' �p�'z soo DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL II.E.,WITHOUT CONSIDERATIONOF: INTERNATIONAL RESIDENTIAL CODE EXCLUDING HVHZ.THE .m t]Z Dt) y'DO PRODUCT HAS BEEN EVALUATED TO THE FOLLOWING: SHEET REVISION SHEET DESCRIPTION. -SZ m•. TOLERANCES).'TOLERANCESARENOTCUMULATIVEFROMONE1NSTALLATIONANCHORTOTHE .. " NEXT. - - .•.AAMA/WOMA/CSA 101/I.S.2/A440-05/09. 3 w 3."THROUGH FRAME:FOR INSTALLATION INTO ZX BUCK USE 01UH WOOD SCREWS OF SUFFICIENT. - W= / ' 1' A GENERAL&INSTALLATION NOTES _J ` '2 ELEVATIONS&ANCHOR LAYOUTS F LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD'SUBSTRATE AND SHALL 2. ADEQUACY OFTHE IXISTINGSTRUCTURAL -" - � �� i "MAINTAIN MINIMUM 1/2 INCH EDGE DISTANCE. CONCRETE/MASONRY,2X AND METAL STUD FRAMING AS A' VERTICAL SECTIONS;REINFORCEMENT REQ'S&GLAZING MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF : - 3 DETAIL REMARKS BY DATE 4.THROUGH FRAME:FOR INSTALLATION INTO METAL SUBSTRATES USE#10 FH GRADES WITHSTANDING AND,TRANSFERRING APPLIED PRODUCE" .. .. '6TH FBC CODE CHANGEMR .15.17 3 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 4' - "HORIZONTALSECEIONS! . SELF-DRILLING ORSELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS ENGINEER OR ARCHITECT OF RECORD FOR THE PROIECTOF' p MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATEAND SHALL MAINTAIN MINIMUM.. . . •�@9" 1/21NCH EDGE DISTANCE. _ 'INSTALLATION. , ` ` ` . F S.THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,OR DIRECTLY- 3. 3X AND 2X BUCKS(WHEN USED)SHALL REDESIGNED AND $ '•INTO CONCRETE/MASONRY;USE ONE 1)3/16/NCH FHITWTAPCON OF SUFFICIENT;LENGTH TO: "ANCHORED.TO PROPERLY TRANSFER ALL LOADS TO THE. ,wosruuxm Re avRoouaowwxo¢oeenRr ( WIfNDUfWRIROI mx .1 BURDING DRDPS,MC 'ACHIEVE 11/41NCH MINIMUM EMBEDMENTAND SHALL MAINTAIN MINIMUM 2INCH EDGE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE - uTERnrroxz"omriox;xRixx6xMG,oRDmm DISTANCE. '• '• •• ", RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD DESIGN PRESSURE RATING" MunxGsror.o:Dowuuxr a[uor rtRrD1[D,wD . FOR THE PROJECT OF INSTALLATION. —UDATT OUR R""`"Dx" Digitally signed F.Norero,P. .6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL.FINISHES,INCLUDING BUT NOT. SIZE SILL TYPE` DESIGN PRESSURE Jr�t lEj ero. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC _ Reason:11��roylPg ,ument 5 LIMITED TO STUCCO,FOAM,BRICK VENEER;AND SIDING, AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC FIAT .Date:7`ILT�.,•,1(C2U '0�ir, +20.0 ` .•••••• €€ SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE - 54"X 72" /-20.0 PSF; �(r.•• i�. .E .7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION" FROM THE REQUIREMENTS DETAILED HER, A LICENSED' SLOPED: �� RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING." ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC - - '• ••-PO -. - -. "FLAT '+35.0/-35.0 PSF- DOCUMENTS FOR USE WITH THIS DOCUMENT.'. 45"X77" 7 - 8.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO. - - SLOPED; +25.01/-35.0 PSF * *r MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF.BLOCK OR EDGE OF MORTAR ' 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO- FLAT _ JOINT'INTOTACE,SHELLOF BLOCK. - ." .. ,48".X 96" -+20.0/-20:O PSF - LLJ PROTECT THIS PRODUCE IN AREAS REQUIRING IMPACT SLOPED" P'.•2•44 .(x 9.INSTALLATION ANCHORS SHALL BE INSTALLED IN'ACCORDANCE WITH ANCHOR MANUFACTURER'S' RESISTANCE: . " . " ' "STALLATI - i� ••....•••'• G\?,�� Ci STRENGTHS LESS ESSTHA THENS;AND ANCHORS SHALL MINIMUM STRENGTH SPECIT BE USED IN SUBSTRATES WITH:FIED LED BY THE ANCHOR MANUFACTURER.. ,6.WINDOW FRAME MATERIAL:FIBREKI AND .: ." NOT. ON STRUCTURAL TRUCTURALOESIGN PRESSURE OF+/35 PSF` �� / A1-E?�� N 34!NIALkb�ai 103NSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE '7.'SEE SHEET 3 FOR GLAZING DETAILS.• - -naaoA P.e.ND 73T/6 &nDDIC DROPS.tNL MATERIALS WITH THE FOLLOWING'PROPERTIES: ` � .3Ra t:Dr eE"d BLw. AD . 8.DESIGNATIONS X."AND"O"STAND FOR THE FOLLOWING: - D"Da�DE rt smoj - 'A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. - nse mrr.a wTNaaFL xo_mle B.,CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000PS1.'" "' X. OPERABLE PANEL " 0: FIXED PANEL' _ FL'#: QC . C."MASONRY,-STRENGTH CONFORMANCE TO'ASTM C-90 F��"JlJ•J�� ..D.STEEL-MINIMUM YIELD STRENGTH OF 93 KSI.:MINIMUM WALL THICKNESS OF 48,MILS(18 a ..GAUGE). .. .. .. .. A "E.�ALUMINUM-MINIMUM WALL THICKNESS OF%INCH,6063-T5:ALLOY OR BETTER. DATE: 08;15.17 . . a DWG.BY: .. CHKHY: HR FN SCALE- NTS 6 .. .. .. DWG_ -AW . . • D144 SHEET: OF 4 .