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ATRIUM COMPANIES, INC. A.,,R��n�r i 31 �/3,2/378 SLIDIfVG G��IS� �OOR � _ _��.��f;-��- � LNSTAf1,ATION NOl'E5: �, nic��IN5T.4!;AnnniANLHORSARERECl1lRcnArcn�unnirupg �°�T�°N SH°WN: (NON-1 MPA C T) 9001 AMBASSADORROW DALLAS,TE%A5 7524] 2. THENUMBEROFINSTALIATIONANCHORSDEPIREDISTHEMINIMUM vN:(zta)63�-2696 FX:(21a)a2a-b7a4 NUMBER OF ANCHORS TO BE USED FOR PRODUC!INSTALLATION. � K m 3. INSfALI INDIVIDUAL INSTAItAT10N ANCHORS WITHIN ATOLERANCE p #Q e OF±1/2 INCH OF THE DEPICfED LOCATION IN THE ANCHOR LAYOUT � � •o a GENERALNOTES: a Z w DETAIL(I.E.,WITHOUTCONSIDERATIONOFTOLERANCES). �N p�- a j i°n ^ TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION 1. THE PRODUCf SHOWN HEREIN IS DESIGNED ANO �Q Q Z �m� a ANCHORTOTHENEXT. MANUFACfUREDTOCOMPIYWRHTHECURAENTFLORIDA mJU' -'�+� �vLL z 6. SHIM 0.S REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BUILDING CODE(FBC)AND THE CURRENT IRC/IBC, „��w Z w v '� EXCLUDING HVHZ AND HAS BEEN EVAIUATED ACCORDING '"2�n Z ¢ BEARINGSHIM(SJ.M/U(IMUMALLOWABlESHIM$TACKTOBEI/4 TOTHEFOLLOWING: mp.Z.�� >' ��m Q INCH.SHIMWHERESPACEOFI/161NCHORGREATEROCCURS. . qqMA/WOMA/CSA101/I.5.2/A440-08 � '� m i-J+�< m SHIM(5)SHALL BE CONSTRUCTED OF HIGH DEN517Y PLASTIC OR tn � �Z�'+ a BETTER. 2. ADEQUACY OF THE E%ISTiNG SfRUCR1RAL uj ¢�w a a 5. FORNAILFIN:WOODBUCK:USE#8WOODSCREVJ57HROUGHTHEFIN CONCREfE/MASONRY,STEELSTUD,AND2%FRAMINGASA -- MAIN WIN�FORCE RESISTING SYSTEM CAPABLE OF ~F+ � � a OFSUFfICIENTLENGTHTOACHIEVEII/21NCHMINIMUM WRHSTANDINGANDTRANSFERRINGAPPIIEDPRODUC7 ~ °- EMBEDMENTINTOWOODSUBSTA.4TE. LOADSTOTHEFOUNDATIONISTHERESPONSIBILRYOF W -+ � 6. FOR NAIL FIN:SfEEL STUD:USE#8 TEK SCREWS THROUGH THE FIN OF THE ENGINEER OR ARCHITEC70F RECORO FOR THE ' PROIECrOFMSTA��AT10N. ¢ O O SUFFICIENTLENGTHTOACHIEVE AMINIMUMOF3THREADS � c�i �o PENETRATION BEYOND METAL FRAME SUBSTRATE. 3.1X AND 2X BUCKS(WHEN USED�SHALL BE DESIGNED AND ~ � ¢ = ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE m J � 7. FOA THRU FRAME:WOOD BUCK:USE#30 WOOD SCREWS THROUGH STRUCI'URE.BUCK DESIGN AND INSTALLATION ISTHE ~' _ THEFRAMEOF$UFFICIENTLENGTHTOACHIEVE 11/2INCHMINIMUM RESPONSIBILINOFTHEENGINEERORARCHITEROF (J� _ EMBEDMENT INTO WOOD SUBSTRATE RECORD FORTHE PROIECTOF INSfALLATION. TABLE OF LONTENTS �7 w � � L Z . 8. FOR THRU FRAME:CONCRETE/MASONRY:FOR INSTALLATION 4.THE INSTALLATION DETAiIS DESCRIBED HEREIN ARE O � Q SHEET REVISION SHEETDESCRIPTION Z THROUGH 1X BUCK TO CONCRETE/MASONftY,OR DIRECTLY IMO GENERIC AND MAY NOT REFLER ACTUALCONDITIONS FOR H Z = V CONCRETE/MASONRY,USE3/161NCHDIAMEfERITWTAPCONS OF ASPECIFICSIlE.IFSITECONOITIONSCAUSEINSTALLATION O til 1 B INSTALLATION d GENERAL NOTES �/� .�.� V � SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMEM. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEAEIN, �J A LICENSED ENGINEER OR ARCHITERSHALL PREPARE SITE 2 B ELEVATIONS �.--� H p O 9. FORTHRUFRAME:STEELSTUD:USEp10TEK5CREW57HftOUGHTHE SPECIFICDOCUMENTSFORUSEWITHTHISDOCUMEM. ` at � FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 3 B ANCHOR LAYOUTS J � � w THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 5.APPROVED IMPACT PROTERIVE SVSTEM IS REQUIRED ON q g VERTICAL SECTLONS w p N H THIS PRODUR IN AREA$REQUIRING IMPAR RE515fANCE. � 30. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL 5 B HORIZONTAlSECTIONS d GLAZING DETAL V � FINISHES,INCLUDING BUT NOT LIMRED TO STUCCO,FOAM,B0.1CK 6.WINOOW FRAME MATERIAL.WHRE OR BEIGE VINYL � m VENEER,ANO SIDING. � 7.GIA55 MEEfS THE REQUIREMEMS OF ASTM E 1300 GIASS v 11. INSTAUATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CHARTS.SEE SHEEf 5 FOR GIAZING DETAIL MADE OF CORROSION HESISTANT MATERIAI OR HAVE A CORROSION �{ ��m7/� 4 , RESISTAMCOATING. � 5� DESIGN PRESSURE RATING `�� O �� 6 12. FOR HOLLOW BIOCK AND GROUT FILLED BLOCK,DO N0T INSTAIL �G�;��' �� INSTALfAT10N ANCHORS INTO MORTAR 101NT5.EDGE DISTANCE IS SIZE DESI6N PRESSURE MISSILE IMPALT RATING �� dnDt�,� ':g��„ MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT t5� - IM'OFACESHELLOFBLOCK. ' � .�� _ 71°x 80" �35.0/-35.0 PSF ti • • _ 13. INSTAUATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRH N =J.� F y�� = ANCHOR MANUFACTURER'S INSTALIATION INSfFtUCT10N5,AND 95"X 80° �35.0/-35.0 PSF �y � � o A N C H O R S S H A I L N O T B E U S E D I N S U B S T R A T F S W I T H S i R E N G T F i$L E S S NOT RATED i�7i�'-.,�\.�� ' THAN THE MINIMUM STRENGTH SPECIFIED BYTHEANCHOR �� t �° x MANUFACTURER. 75"X 96" •30.01-30.0 PSF /� y P� �� .�3' O T��1 j71�� w 14. INSTALUITION ANCHOR CAPACITIES FOR PRODURS HEREIN ARE 72°X 82'" �35.0/-35.0 PSF w� �°� m Z -�'�1 � BASEO ON SUBSTRATE MATERIALS WITH THE FOLLOW ING PROPERTIES: ¢N Z� _= V Z � A WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42. `UNIT USES ALUMINUM REINFORCEMENTS,AU,OTHERS USE STEEL �'�" � V � _ B. CONCRETE-MINIMUMCOMPRESSIVESTRENGTHOF3000P51. - C. MASONRY-STRENGTHCONFORMANCETOASTMC-90,GRADE DWG#: ^ N,TYPE 1(OR GREATERJ. A TRO��J D. STEEL-MINIMUM YIEID SfRENGTH OF 33 K51.MINIMUM WALL � THICKNE55 OF 33 MIIS.(20 GUAGE) .!:".:.".., �"}'y,'�'�gtk Digitally signed by Hermes F Norero,P.E. SHEET � O C {.� 3 • Reason:l am approving[his document � � � ;cn�Y�w�:: Date:2014.07 19 10:01:49-04'00'