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GENERALN4TES: <br /> 1J THE ANCHORAGE METHODS SHOWN HAVE BEEN QO"MAX, <br /> dESIGNEO TO CQMPI.Y WITH TN8 FLORIDA 6UILDING 10° `IO" <br /> COAE FOft TNE DESlGN PRESSURE3 IISTED U!7I1E l F REQ'D.— M� (�j�}(. <br /> APPLICABLEPRODUCTTESiREPDRTS. PER TABLE 2 �_��M� _J 14"MAX.� � �11"MAX.� <br /> 2J WOOD BUCKS DEPIGTEDAS 1XARElESS THAN 1-12" � � �� �•C• � 0_C. <br /> i 7'HICK. 1X WOOD SUCKS ARE OPTtOI+XiL.IF UNIT IS <br /> INSTALLED D�REC7LY TO SOl1D CONCRE'i'E,WOOQ 9-1/8° 10' 10" <br /> BUCKS DEPIGTED AS 2X ARE 1-iJ2'THICK(7RGREA'fER �� Mp}�, M,qX. <br /> ATfACHMENT MEfHOU OF WOOD BUCKS SHALL BE pONE . <br />� SY OTHERS. <br /> 3)SEE TA6LE 1 FOR MWfMUM EDGE DISTANCE FROM � � � � � / <br /> CENTER OF ANCHOR Tq SUBSTRATE EDGE(EXCLUDING � , � <br /> FINISH OR S7UCC0). f <br /> A)SHIM EACH ANCHOF7 LOCATICIN,UP T0114',WHEftE 9'I"M,v(. <br /> THE PROOUCT IS NOT FLUSH TO THE SU9S7RATE,USING <br /> SHiMS CRPABLE OF TRANSfERRiNGAPPUEP LOAOS. �7' <br /> 6)ANCHDRS SHALL BE COATEQ QR CORROSIDN M��� J <br /> RESISTANT AS APPROPRIATE FQR SUBSTRATE FROM _„_ _ _ <br /> MATERIAl.DISStM[LARMA'TERlAl.S5HAl.!_8E MEETING {{{� 11 <br /> PR6TECTEO AS REGIUIRED TO PREVENT REAG7lONS. ftAlt f j .�4*M� � 19°MAX. 1 <br /> ALUMINUM SHALL BE pROTECTED FROM i11SSIMIIAIt <br /> MATERIALS A3 SPECIFIE�IN FI.ORIDA BUILpING CODE / O.C. �� O.C. � <br /> CHAPTER 20. � / �_ � � <br /> 6}A�HESIVE SEALANT SHALL BE USED BETWEEN 9'��� <br /> SUBSTRA7E AND FLANGE OR FIN.OVERALL MAX. <br /> 5EALIN6/rf.ASHING STRATEGV FpR 4NATER FESISTANCE <br /> OF INSTALLFtTION SHA{.19E DONE BY 47NER5. <br /> ���.� ANCHORAGE METHOD 1 ANCHORAGE METFlOD 2. aNCHORAG 0 9 <br /> INSTALI.ATION TNROUGH FRAME RO�(afTFiJsh1E <br /> SOUTHERN PlNE,ANO GONCRE(E MASONRY UN7T5 WITNQUT BlityD STOPS 1NSTALLATN']N LSING TWI5T BRACKETS <br /> UStNti SlIND S70PS <br /> COMPLYING WITH ASTA2 G�.GtA21F1G CAMPLIES UUITH (SEE SHEE7 2 FOR EXAC7 (SEE SHEEI'3 FOR IXACT {SEE StiEET 4 FOR EXACT <br /> ASTM E1300-0-0. ANGHOR QUANTITIES PER SIZE) ANCHpR QUANTITIES PER SIZE) ANCHC7R�UANTIT�ES PER SI2E) <br /> 0)THE 1/3 STRESS INCREASE WAS NOT USED!N THIS <br /> ANCHOR EYALUATlON.THE 1.8 LQAQ DUWITSQH FACTOR <br /> WAS US°D FOR THE EVALUATiOriI OF WOOD SCREWS. <br /> TABLE t: <br /> 9j IF lHE EXACT Pft4pUCT SIZE IS NOT I.�S7ED IN?NE Matc. Ma�c. Min. Min. <br /> TABLES,ALWAYS ROUND t3P TC3 THE NEX7 tAR�ER �h°�gE Anchor Type Substrate O.G, Comet Edge Embed- <br /> t/p,LUE, Method <br /> Dist. Dist. Dist. ment <br /> 1 {�10 Steel 5MS through Frame with 9iindstops Wood(Southem Plne) 36-1l2" 9-1/8" 3IA" 1•318" <br /> Overall SiZe aeinforcement tevel ��Si n CertifiCation #SO Staet&MS through Frame Waod{Southam PEne} 14" 14" 31A" 1-318" <br /> Width Height (+}psf (-)psf Numbers 2 <br /> 3/76"Mas.Anchw thrwgh Frame Concrete or Hollow GMU 14" 90" 2-1/2" 1-V4" <br /> 54 91 Full 35 35 190-A86 #10 Stee!SMS&Bracket towards interior Wood{S�uthem Pinej 11" 1Q" 3l4" 7-318" <br /> � 86 FUII Sd 50 190-4$7 3 3/i8"Mas.Ancho�8 Sracket#avrards Ir�erior Concrete or NaUow CMiI 11" 44" 2_112„ 9_91A" <br /> 68 Fxt.MeetingRailOnly 45 45 190-498 <br /> 75 E�st.Mteeting Rai)Only 30 40 190-495 �f t+�r <br /> � b2 F�tt MeetingRail Dnly 50 50 19(S-A9fi ,,���pN`�,�Y��`�fi���`�i� J ROSQWSKI oa�z�m Y�� ,w„�����, <br /> .mr�r�cr'z0ucanrmuunrn wr <br /> 36 75 Ext.Meetin�Railpnly 40 50 190-A97 �*.�"�:•"��CEnsF••F.p � � ,�„e,; ,,,,,�,� R,,,,a„� "�'�wYre��N <br /> Q: .wAwu�mwrrnssvusnmv+mxau <br /> 32 56 F�cL MeEtiqg Rail Orily 50 50 190-488 � �`f' �o�874� '•*� J.R6SOWSKi 04125111 ADDED DP TASlE ��pn�,y.� <br /> _ • �0 � � M� VINYL <br /> � ' ��"J�i�"f�/ � � 70707ECHNOI,OGYDRNE <br /> �� � T 0�f� .'Ct! NOKQMIS.F134275 �` <br /> C3�'. �A E F .:�<LI` p�pERT.6FAUTH. 292E6 DOUBLE NUNG iNSTA�I.AT10N ' <br /> � •..CORIO?;.•'� \� saswime� s�.� e.�ot om�+mxo aer. <br /> r��s ��� A.Lynn Mdler.P.E. <br /> +��5/�N�`�}���� p�.�,gr�ps �H-2360 NTS 1 of 4 1022111JR <br /> I <br /> i <br /> � <br />