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ATla11111A �'�111ADAAlICC IAI�' � �� t� � � �� rt ��tr�� r��m�e �'��e I f�l��Jli�l i I ' rj�/ /s{� a�—/ I Ij � J��rp.�� I [� ` ccuv:ui[s��c � INSTALLATION�fOTES: �J 1 �I V��I�d S �L!L�i' Y V �LO 4�6J �O O� ' � 1. ONE(1��NSTALLA710N ANCHORS ARE REQUiRED AT EACH ANCHOR �o�T�oN SHOWN. (NON—f ll/1PA C T) 9001 Am8�t55nDOCCOW DALLAS,iF%AS]524] � 2. TFIE tillMBER OF INSFL'�TtOh ANCFiOFS DEP;TEC IS l7iE MiNi�✓UM PH:(2]<J 6J�-2E96 F%:(219)42q-0134- � NUMBER OF ANCHORS TO BE llSED FQR?RODVR INSfP.LL4T10N. M � i 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WRHIN ATOLERANCE � m e � N � �o OF±1/2 INCH OF 7HE DEPICTED LOCAT70N IN THE ANCHOR LAYOUT GENERAL NOTES• a Z'+� � DETAIL(I.E.,WITHOUTCONSIDERATIONOFTOLERANCES). nQO� � ��^'� � � TOLERANCES ARE NOT CUMUTATIVE FROM ONE INSTALIATION 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND ��Z �a0-� A N C H O R T O T H E N E X T. �-�� C T - MANUFACTUREDTOCOMPIYWITHTHECURRENTFLORIDA �V, �� V LL � BUILDING COOE(FBC)AND THE CURRENT IRC/IBC, �u� ¢w i ��i u � I 4. $HIM AS REQUIRED AT EACH INSTAUATION ANCHOR W ITH LOAD EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING M Z�w H m Q BEARINGSHIM(5).MAXIMUMAIIOWABLESHIMSTACKTOBEI/4 TOTHEFOLLOWING: a•Z+u' m �¢m ° INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. qqMA/WDMA/('SA 101/I.S.2/A440-08 � tl � N 2¢ a S!:lPA(S)SHALL 9E COH57P.UC?`.D CF HlGH D::vSIT.'P:A571C OP, J� I�w �¢Z P I I BETTER. 2. ADEQUACYOFTHEEXISTINGSTRURURAL lij � m�� <�wa CONCREfE/MASONRV,STEEL STUD,AND 2X FRAMING A$A 5. FOR NAIL FIN:WOOD BUCK:USE q8 WOOD SCREWS THROUGH THE FIN MAIN WIND FORCE RESISfING SYSTEM CAPABLE OF �+ � m a OFSUFFICIENTLENGTHTOACHIEVEII/21NCHMINIMUM WITHSTANDINGANDTRANSFERRINGAPPIIEDPRODUR EMBEDMENT INTO WOOD SUBSTRATE. w -+ � LOADS TO THE FOUNDATION IS THE RESPONSIBILIN OF THE ENGINEER OR ARCHITECTOF RECORD FORTHE F- co c�i 6. FORNAIIFIN:STEELSTUD:USE#BTEKSCREWSiHROUGHTHEfINOF PROJEC70FINSTALLATION. Q O SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS a � 0 PENETIiATION BEVOND METAL FRAME SUBSTRATE. 3.lx AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND T Q 6 / 7 FOR THRU FRAME:WOOD BUCK:USE p10 WOOD SCREWS THROUGH ANCHORED TO PROPERLYTRANSFER ALL LOADS TO THE m ti N ' THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM �UCTURE.BUCK DESIGN ANO INSTALLATION IS THE ��1 RESPONSIBILITY OF THE ENGINEER OR ARCHI7ECT OF v I _ EMBEDMENT INTO WOOD SUBSTMTE. RECORD FORTHE PROIECT OF INSTALIATION. TABLE OF CONTENTS Z . w Z � � . 8. FOR THRU FRAME:CONCRETE/MASONRY•FOR INSTALlATION 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE SHEET REVISION SHEET DESGRZPTION O Z = THROUGH 1X BUCK TO CONCRETE/MASONRY,OR DIRECTIY INTO GENERIC AND MAY NOT REFLER ACTUAL CONDITIONS FOR H Z = U CONCftETE/MASONRY,USE 3/161NCH DIAMETER RW TAPCONS OF A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALIATION t g INSTALLATZON d GENERAL NOTES '/1 � V Q SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT. TO DEVIATE FROM THE REQUIREMEN7S DEfAILED HEREIN, v, ALICENSEDENGINEERORARCHITECTSHALLPREPARESITE 2 B ELEVATIONS H H p O 9. FOR THRU FRAME:STEELSTUD:USE N10 TEK SCREWS THAOUGH THE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMEM. � � � FRAME Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 3 B ANCNOR LAYOUTS w v�j O W THREADS PENETRATION BEYOND METAL FftAME5UB5TRATE. S.APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED ON q g VERTICAL SELTIONS p THIS PRODUR IN AREAS REQUIRING IMPACT RESISTANCE. � � � 10. MINIMUM EMBEDMENTAND EDGE DISTANCE ExCIUDE WALL 5 B HORIZONTAL SECTION56 GLAZING DETAL � m V FINISHES,INCLUDING BUT NOT LIMITEDTO STUCCO,FOAM,BRICK 6.WINDOW FRAME MATERIAL.WHITE OR BEIGE VINYL � � VENEER,AND SIOING. 7 GLASS MEEfS THE REQUIREMENTS OF ASTM E 1300 GLA55 v 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CHARTS.SEE SHEET 5 FOR GLAZING DETAIL MADE OF CORROSION RESISTANT MATERIAL OR HAVE A COftRO510N �l �� 2 RESISTAMCOATING. � ' DESIGN PRESSURE RATLNG `�� i� -^v�g� �i� � 12. FOR HOLLOW BIOCK AND GROUT FILLED BLOCK,DO NOT INSTALL � ��;��••• • ,;,,.°?� 's INSTALLATION ANCHORS INTO MORTAH JOINTS.EDGE DLSTANCE IS SZZE DESIGIJ PRESSURE MISSAE IMPACT RATING �p,' ati:-�.�:g� MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOIM 2^:� ^�' - IMO FACE SHEIL OF BLOCK. 71°x 80" •35.0/-35.0 PSF LL • • r - �\� �� 13. INSfALIATION ANCHORS SHALL BE INSTALLEO IN ACCORDANCE WITH N '�� ANCHOR MANUFAC7URER'S INSTALLATION INSTRUC710N5,AND 95"X 80` �35.0/-35.0 PSF �� 'z ,�m o ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LE55 NOT RATEO ;�G�`�"-..\,�y�.,�� � T H A N T H E M I N I M U M S f R E N G T H S P E C I F I E D B Y T H E A N C H O R 75'X 96' •30.0/-30.0 PSF �j� �/ �`�p fz 0°�`�� ?� MANUFACTURER. O >-�rlf 14\ � 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 72"X 82°` •35.0/-35.0 PSF w'' m N m Z �� g BASED ON SUBSTRATE MATERIAlS WITH THE FOLLOWING PROPERTIES: <N Z� Y� ¢~ A. WO00-MINIMUMSPECIFICGIiAVITYOF0.42. �.N-. p� V �Z 'I "v. C^vNCFc c'-t.;itdVJ;ii�J CO�✓?R'c59V'c SR'cNGTri GF i0G0?Si. `UNT.T USES AL'JNItdUA1 RENFORLEA��NTS,A',,'.,CTNERS USE STEEL C. MASONRY-STRENGTHCONFORMANCETOASTMC-90,GRADE DWG#� N,TYPE 1(OR GREATER). A TI�/1�l�1 S D. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL H I KU G 3 � THICKf.E55 OF 33 MILS.(20 GUAGE) ,r�"3\'•� Digitallysigned by Hermes F Norero,P.E.�SHeET � OF' � � Y �'��'�'�' Reason:I am approving this document Y, `'��'�`" Date:2074.077810:07:49-04'00' {�w'� � �I