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g INSTALLATION NOTES: � 1. ONE(1j INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION AT R I U M C O R P O RAT I O N � �� `' ' ' " ' SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICfED ISTHE MINIMUM SERI ES 130 900�AMBASSADORCOW N UMBER OF ANCHORS TO B E USED FOR PRODUCT INSTALLATION OF THE D�U.AS,TEX�S)52A] PH�(21a)637-2696 FX:(27<)aI4-6]3a MAx,M�MS�ZE��s�o. HORIZONTAL SLIDER m 3. INSTALL INDIVIOUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl/2 � V M INCH OF THE DEPIRED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., � � H�v a WITHOUTCONSIDERATIONOFTOLERANCES).TOLERANCESARENOT m� ZZ vj�� $ CUMULATIVE FROM ONE INSTALLATION ANCHOR TOTHE NE%T. N� �O O m� P � � 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING �¢ w Q �V� SHIM(S).MA%IMUM ALLOWABLE SHIM STACKTO BE 1/41NCH.SHIM WHERE w I- Z� V' w� '�` SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED �O �F �""i m w m OF HIGH DENSIN PLASTIC OR BEffER. N GENERAL NOTES. H Z m �''¢''m � �e a �¢H a 5. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE k10 O W Z m WOODSCREWSTHROUGHTHEFRAMEOFSUFFICIEMLENGTHTOACHIEVE 1 1. THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED = � m o¢ � 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIOA d��w� a BUILDING CODE(FBC�,EXCLUDING HVHZAND HAS BEEN � w`T_'m EVALUATEDACCORDINGTOTHEFOLLOWING: TABLEOFCONTENTS '�'� d m o 6. THROUGH FRAME:FOR INSTALLATIONTHROUGH ll(BUCKTO , qqMA/WDMA 301/1.5.2/A440-08 CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 SHEET REVISION SNEET DESCRIPTION w .�-. INCHDIAMETERINJTAPCONS OFSUFFICIENTLENGTHTOACHIEVEII/4 F- �+i INCH MINIMUM EMBEDMENT. 2• ADEQUACY OF THE E%ISTING STRUC�URAL CONCRETE/MASONRY A GENERAL 6 LNSTALLA7ZON NOTES ' AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SVSTEM I � � CAPABLE OF W ITHSTANDING AND THANSFERRING APPLIED � 7 THROUGH FRAME:FOR INSTALLATION INTO MEfALSTUD OR APPROVED pRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILIN OF 2 A ELEVATIONS T � MULLION USE q10 GR.5 SELF TAPPING SCREWS THROUGH THE FRAME OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROIER OF 3 A ANCHOR LAYOUTS m � SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION �NSfAL1ATION. 1^ BEVOND METAL FRAME SUBSTRATE. q A VERTICAL SECTIONS d GLAZING DETAZL `�, w 3. 1J(AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND � 8. THROUGH FIN:FOR INSTAILATION INTO WOOD FRAMING USE HS WOOD 5 A HORIZONTAL SECTLONS Z SCREWSTHROUGHTHEFINOFSUFFICIENTLENGTHTOACHIEVE 11/21NCH ANCHOREDTOPROPERLYTRANSFERALLLOADSTOTHE O ¢ STRUC7URE.BUCK DESIGN AND INSTALlATION ISTHE _ MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. O U RESPONSIBILfTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR H 9. THROUGH FIN:FOR INSTALlATION INTO METALSTUD ORAPPROVED THE PROJER OF INSfALLATION. (n �,+ p MULLION USE tt8 GR.S SELFTAPPING SCREWS THROUGH THE FIN OF H H O SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION 4. THE INSTALUITION DETAILS DESCRIBED HEREIN ARE GENERICAN� MAYNOTREFLECTACTUALCONDITIONSFORASPECIFICSITE.IF � V � BEYONDMETALFRAMESUBSTRATE. � w SITE CONDITIONS CAUSE INSTALIATION TO DEV IATE FROM THE W MAX O.A.SIZE _ 30. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, REqUIREMEMS DETAILED HEREIN,A LICENSED ENGINEER OR DESIGN MISSILE � a �- INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE y�DTH HEIGHT �ONFZGURATION pRE55URE IMPACT RATING � WRH THIS DOCUMENT IN NON-HVHZ AREAS. m 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS 74° 50" XO •/-50 PSF NON-IMPACT � CORROSION RESISTANT MATERIALOR HAVE A CORROSION RESISTANT PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. COATING. 74° 63" XO •/-40 PSF NON-IMPACr � Q 12. FOR HOLLOW BLOCKAND GROUT FIlLEO BLOCK,DO NOT INSTALL 6. WINDOW FRAME MATERIAL.PVC 308° 50" XOX •/-50 PSF NON-IMPALT m INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS �� i MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR IOINT INTO � DISSIMILAR METALS INCLUDING FASTENERSTHAT MAY COME INTO 308" 63" XOX �/-30 PSF NON-IMPACT ``�\�O * a��/,6�'� FACESHELLOFBLOCK. CONTACTWITHALUMINUMUNITFRAMINGSHALLBEPROTECfED ` !` ••;""••.,. � � IN ACCORDANCE WITH THE CURRENT FBC. O�.''�`�:;, 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRH ANCHOR � d6~ MANUFARURER'SINSTALLATIONINSTRUCTIONS,ANDANCHORSSHALLNOT 8� GlASSSHALLMEETTHEREQUIREMENTSOFA5TME1300GLASS ^ pdn�'-3 CHARTS.SEE SHEEf 4 FOR GLAZING DETAIL L�� BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE MINIMUM �� Q`O,;p � STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. N =,� {F`� �il . �z v�.?.�` 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCiS HEREIN ARE BASED ON i� •��' 4� ��d' '•�..1..•'�a "\fl SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: i�`�iy RO `�� A.WOOD-MINIMUMSPECIFICGRAVINOF0.55. �I� *P �� B.CONCRETE-MINIMUMCOMPRESSIVESTRENGTHOF3000P51. C.6AOUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH (i1� m� m z ��/1 MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUTCONFORMS F-� O Z�, �e� Q f" TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. p�j 3 F =2 U Z D.HOLLOWBLOCKCMU-UNITSTRENGTHCONFORMSTOASTMC-90WITH O p V MINIMUM COMPRESSIVE STRENGTH OF 2000 P51. DWG#k' E. STEEL-MINIMUMYIELDSTRENGTHOF33KSI.MINIMUMI8GA.WALL DigitallysignedbyHermesFNorero,P.E. ATR067 THICKNESS. F AIUMINUM-MINIMUMALLOV6063-T5.MINIMUM WALLTHICKNESSOF Reason:I am approving this document �i�e•�lo.oszs••�. Date:2015.07.01 05:30:43-04'00' sHEET 1 oF 5