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ZNSTALLATION NOTES: � 1. ONE(1)WSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION AT R I U M C O R P O RAT I O N �� ` �� SHOWN. .. . . . .r,. 2. THENUMBEROFINSTALLATIONANCHORSDEPICTEDISTHEMINIMUM SERIES 130 900I�MBASSADORROW NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION OFTHE D�LLAS,TE%AS]524] MAXIMUMSIZELISTED. rH(t�a)ba7-z696 F%:(21Q424-6]3C 3. INSTALLINDIVIDUALINSTALUITIONANCHORSWITHINATOLEflANCEOF±uZ SINGLE HUNG WINDOW � V M m INCH OF THE DEPIRED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., 3 L" H�t v P WITHOUT CONSIDERATION OF TOIERANCESJ.TOLERANCES ARE NOT p� Z Z vj�� CUMULATIVE FROM ONE INSTALLATION ANCHORTOTHE NE%T. N N Q Zo p m� P � 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING �� w� �v� x SHIM�S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE w Z Z� l9 w� LL SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED �_ �F H m w � OF HIGH DENSITY PLASTIC OR BETTER. � �' �¢m n GENERAL NOTES. � H Q H Z N a ' S. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE q10 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED N � m a Q Q WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. w� � s w o P ' BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN � w�� 6. THROUGHFRAME:FORINSTALLATIONTHROUGHI%BUCKTO EVALUATEDACCORDINGTOTHEFOLLOWING: TABLEOFLONlENTS � � � d . AAMA/WDMA101/I.5.2/A440.05/08 SHEET REVISION SHEETDESCRIPTION CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3J16 � INCH DIAMETER INJTAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 • �MA 450-10 � � INCH MINIMUM EMBEDMENT. Z, ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY 1 A GENERAL 61NSTALLATZON NOTES � o 7 THROUGH FRAME:FOR INSTALIATION INTO METAL STUD OR APPROVED AND 2x FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM Z A ELEVATIONS MULLION USE q10 GR.S SELF TAPPING SCREWS THROUGH THE FRAME OF C�PABLE OF WITHSTANDING AND TRANSFERRING APPLIED m � SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITV OF 3 A ANCHOR LAYOUTS-THROUGN FRAME BEYOND METAL FRAME SUBSTRATE. THE ENGINEER OR ARCHITER OF RECOftD FORTHE PROIECT OF INSTALLATION. 4 A ANCNOR LAYOUTS-THROUGH FIN � w ,8. THROUGH FIN:FOR INSTALLATION INTO WOOD FRAMING USE N8 WOOD 5 A VERTILAL SECTIONS Q 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SCREWSTHROUGH THE FIN OF SUFFICIENT IENGTH TO ACHIEVE 11/21NCH � MINIMUMEMBEDMENTINTOWOODSUBSTRATE. ANCHORE�TOPROPERLVTRANSFERALLLOADSTOTHE 6 A HORIZONTALSECTIONS O U STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE ^ 9. THROUGH FIN:FOR INSTALLATION INTO METALSTUD OR APPROVED RESPONSIBILIN OFTHE ENGINEER OR ARCHITECTOF RECORD FOR � �` MULLION DETAILS 6 GLAZING DETAIL �� H � THE PROIECT OF INSTALLATION. H MULLIONUSE7785E1F7APPINGSCREWSTHROUGHTHEFINOFSUFFICIENT H z LENGTH TO ACHIEVE A MINIMUM Of 3 THREADS PENETRATION BEYOND q, THE INSTALLATION DETAILS DESCRIBED HEREIN AftE GENERIC AND � V OH METALFRAMESUBSTRATE. MAYNOTREFLECTACTUALCONDITIONSFORASPECIFICSITE.IF W w H 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, $ITE CONDITIONS CAUSE INSTALlATION TO DEVIATE FROM THE � � p INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR w ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE � 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF W�TH THIS DOCUMENT IN NON-HVHZAREAS. � CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 5. APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED ON THIS MAX O.A.SIZE COATING. DESIGN MISSILE PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WIDTH HEIGHT �ONFI6URATTON pRE55URE IMPACTRAlING Z Q 12. FOR HOLLOW BIOCK AND GROUT FILLED BLOCK,DO N0T INSTALL 6. WINDOW FRAME MATERIAL.PVC \� / m INSTALLATION ANCHORS INTO MORTARJOINTS.EDGE DISTANCE IS 53" 77" O/X �/-50 PSF NON-IMPACT �� / MEASURED FROM FREE EDGE OF BLOCK OR EDGE Of MORTARJOINT INTO �� Q * a��1��i%� 7 DISSIMIIAR METALS INCLUDING FASTENERS THAT MAV COME INTO 108 y" O/O/X �/-50 PSF NON-IMPACT � � ��Y� ' FACESHELLOFBLOCK. 48�� !(�,�••""�"••,y�� CONTACT WRH ALUMINUM UNIT FRAMING SHALL BE PROTECTED 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR IN ACCORDANCE W ITH THE CURRENT FBC. 72 S4" 108 y" O/DOUBLE O/X �/-50 PSF NON-IMPACT � Q,:��°n�}`�y� �" MANUFACTIIRER'S INSTALLATION INSTRURIONS,AND ANCHORSSHALL NOT 96 y 84" DOUBLE O/X �/-50 PSF NON-IMPACT �� '� O� - 8. GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 GlASS �W�3 BE USED IN SUBSTRATES WITH SfRENGTHS LESSTHAN THE MINIMUM N ;-��5� '� CHARTS.SEE SHEET 7 FOR GUIZING DEfAIL EP� STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 109° 77" TRIPLE O/X �/-50 PSF NON-IMPAGT � = u� . �z ��_ 14. INSTALLATION ANCHOR CAPACRIES FOR PRODUCTS HEREIN ARE BASED ON i�L ' \ � :�� SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: '��d j)••�-'"�J�� (� A.WOOD-MINIMUMSPECIFICGRAVITYOF0.55. ��y *PR��Z� B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 P51. C.GROUT-FILLEDCMU-UNITSTRENGTHCONFORMSTOASTMC-90WITH w� m �� m�z J N MINIMUM COMPftES51VE STRENGTH OF 2000 PSI AND GROUTCONFORMS F-p Z h Y LL �� TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. �N 3 I- =2 �Z D.HOLLOWBLOCKCMU-UNITSTRENGTHCONFORMSTOASTMC-90WfTH O p V MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. DWG#' E. STEEL-MINIMUMYIELDSTRENGTHOF33K51.MINIMUMIBGA.WALL Digitally signed by Hermes F.Norero,P.E. ATR066 , THICKNESS. F ALUMINUM-MINIMUMALLOY6063-TS.MINIMUMWALLTHICKNESSOF Reason:I am approving this document 1/16"(O.Ofi25"). Date:2015.08.2410:02:49-04'00� SHEET 1 OF 7