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<br /> GENERAL NO7 F.S. INSTALLnTION NOTES:
<br /> 7.THE SVSTEM`�e 3CRIBED HERE;�:MAS BEEN DESIG�•."'�•ND TESTED irc ACCORDANCE WI7- CURREN7 cf'�i110N OFTHE FLORIU:• �_pNC�+oRS SHALI BE INSTALI� �ti ACCORDANCC WITH MANUFACTUfi� >RECOMMENDtiilONS.
<br /> BUILDINGCCi. =ORUSEwIiHivANDOUTSIDETHt^�•>NVELOCIN�URRICANEZONEPEk ;2011202�2U7 ANDALUMINUM
<br /> DESIGN MAN.��. 2.ENSURI".'v7INIMUM E�GE DIS'•+�,lF.FOR ALL ANO�ORS AS 2-1l4'TO� :;RETE AND 2'70 HOLLOW BLOCK �
<br /> 2.NO 73-11J%1�..wF.ASE IN ALL('iv+aBLE STRESS MAS[3i ^i USED IN 711E 17ESIGN OF THIS SVS' :WIND LOAD UURATION FACTOR ].WHERE ANCHORS FASTEN TU•�.RROW FACE O�STUD FRAMING,At�t����R SHALL BE LOCATED IN CEMER O� n Q�
<br /> Cd=1.6 HAS BF t n JSED FOR wOOD ANCHOR DESIGn NOMINAI 7:(MIN)WOOD STUf...e y4'EOGE DISiANCE IS ACCEPTAN.i FOR ANCHORS 70 WOOD FRAMING� _-� o �I u
<br /> 3.POSITNE ANI.�.EGATIVE DESiGn PRESSURES CAL(::r,.a rED FOR USE wiTH THIS SYSTEM 5�a��:BE DETERMiN[D BV OTHERS ON A a,qNCHORS TO STEEI OR ALUn�in�UM SHALL HAVE A MINIMUM EDGE DIS:�:NCE OF 1/2' =w '�o I �
<br /> JOB SPEqFlL EwS15 IN ACCORDaruCE WITH 7HE GOVF r:NING CODE �_
<br /> S.WOODMOSTSTRUCTURESMA:LHAVESPECIFICGRAVITY(SG�=D.SSJNGREATER N(UA a � �
<br /> 4.THE SYSTEM DE TAILED HEREIN IS GENERIC AND DUE�VOT PROVIOE INFORMATION FOR A S�'LCIFIC SITE.FOR SRE CONDfTIONS
<br /> DIFFERENT FRi1M THE CONDI7IONS DETAILEO HEREIN A LICENSED ENGINEER OR REGISTERE.J nRCHITECT SMALL PREPARE SRE 6.ANCMOR RE�UIREMENTSAS S��OWN HEREIN,In+GLUDING MINIMUM E4+3EDMENTAND EDGE OISTANCE, � �
<br /> SPECIFIC DOGUh7ENTS FOR USE IN CONJUNCTION W�7H iHIS DOCUMENT �^ �O
<br /> EXCLUOES SNCCO,FOAM,BRICK,AND OTHER WALL FINISHES. j�Z U
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<br /> 5.PERMIT HOLDER SHALL VERIFV THE ADE�UACY OF TtiE EXISTING STRUCTURE TO WITHS7AND SUPERIMPOSED LOADS.WOOD BUCKS 7.FOR S�TE CONDfT10N5 DIFFERENT FROM THE CONDRIONS DETAILED HEREIN WfTF11N THE HVHZ,A ONE-TIME U j� -�¢ m� O I
<br /> (BY OTHERS)SHALlBE ANCHURED PROPERLY TO TRFNSFER LOADS TO THE E%ISTING STRUCI URE. SITE-SPECIFIC NOTICEOF ACCEPi'ANCE SHALI BE APPLIED FOR AND SECURED FROM 7HE MIAMI-0ADE Z�O j� K z
<br /> 6.ALL IXTRUSIONS SHALL BE 606�-T6 ALUMINUM ALLOY UNLESS NOTED O7HERWISE BUILDING COOE COMPUANCE OFFlCE PROOUC7 COMROL ONISION. Z m t/1�W ;
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<br /> R.FOR SITE CONDITIONS DIFFEREN7 FROM THE CONDITIONS DETAILED MEREIN OUf51DE THE HVHZ,THE 3 p LL 7 Z � c
<br /> T ALL FENESTRATION PRODUC7S TO BE USED WITH TNESE MULLIONS SHALL MEETAII APPLICABLE CODE REOUIREMENTS,e.g.WIND BUILDING OFFlCIAL MAY REOUIRE A ONE-TIME SITE-SPECIFlC NOTICE OF qCCEPTANCE BE OBTAINED,OR �a ~ `s�
<br /> LOAD RESISTANCE,AIR 8 WA7ER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. TMAT SI7E SPECIFIC DOGUMEN75 BE PREPARED.SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR W y�j y 8-
<br /> 8.TOP 8 BOTfOM DETAILS SHOwN MAY BE IMERCHANGED AS FIELD CONO , REGIS7ERED ARCHRECT,WHICn DETAILAND JUSTIFYTHE�EVIA770N �a a Z Z ^��
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<br /> OR HORIZON7ALlY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,El(ISTING CONDRIONS MAY VARV FIELD VERIFY THAT �Y Q F o°�g
<br /> FASTENERS ARE INTO STRUC7URAL WOOD FRAMING MEMBERS,NOT SMEATHING. � �
<br /> 9.ANCHORS SNALL BE INSTALLED IN ACCORDANCE WITM MANUFACTURERS'RECOMMENDA710N5. ,� n�
<br /> 10. PRESSURETREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCMORED PROPERLY TO TRANSFER LOADS a?
<br /> 1 0. W O O�H O S T S T R U C T U R E S H A L L B E'S O UT HERN PINE'G=OS20R GREATER DENSfiY. T O T H E E%I S T 1 N G S T R U C T U R E. U� '���4
<br /> 11, MINIMUhtl.NCHORE��I�ED1dENTSHALLBEASNOTEDINHEREIN.MINIMUMEMBEDMENTANDEDGEDISTANCEFJCCWDESSTUCCO, ��, qNCHORSTOCONCRETEANDMOLLOWCONCRETEBLOCKMAYNOT8EU5EDINCONJUNCTIONWITH W I� ��d�
<br /> FOAM,BRICK,AND OTHER WALL FINISMES. 'GOAL-POST CLIPANO CUP PLATE. d
<br /> 72. .NULLIOkS SHOWN HEREIN ARE LARGE IdISSILE IMPACT RESISTANT VERIFV IMPACT RESISTANCE OF FENESTR4TION PRODUCTS ANCHOR SCHEOULE• � � �6J�
<br /> TO BE USED WI7M THESE MULLIONS. � � i
<br /> 1. TO CONCRETE BLOCK
<br /> 13. bIULLlO,:�SHO�vN h[ft'clrJ tt4r IiE USCD IN Ll.RGE MISSILG I',IPF.CT Sr:mi_L Mi55iL[It�7PAC7 AND NON-I�dPl�CTnFaLiCnTiONS. �,�, 3l16'DIA.IiW ADVANCE THREADFORM TAPCONS WITH 1'MINIMUM EMBEDMENTAND2'MINIMUM I
<br /> EDGE DISTANCE. �
<br /> 1�- It:4CCCf:IIl.NCE�4�1T!1 APPLIC�.PLC SECTIONS OF TI{r-FLOP.IDS 6Ui1 DING CODE,WOOD DUCKING SH4LL �,p, p77;,�F{�,qENT 61hY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY
<br /> ! n:.d'c bECJ f'i.ESEi:VATIt'�if:Ei��GD OR SHALL BE OF A DUF2ABL[5?[CI[S. 2. TO 2500 PSI MINIMUM CONCRETE
<br /> i , I.V ACCORDANC[VJITH APPLICSBLF S[C110NS OF THE FLORIUA RUILDING CODE,DISSIMILAR METALS INCLUDING Z•�• ���6'�IA.ITVJ ADVANCE THREADFORM TAPCONS WITH 1-112'MINIMUM EMBEDMENTAND2-114'
<br /> JPASTENE^nS THAT t•tAY C01.1E Il:l O COtJThCT WITH ALUMUNUtd l7iNDOl'✓FRAAIING SHALL HAVE BEEN PROTECTED. MINIMUM EDGE DISTANCE.
<br /> 2.2. ATfACHMENT MAY BE MADE THROUGH 1X OR ZX WOOD BUCKS OR DIRECTLY INTO CONCRETE. �
<br /> 3. TO 7](WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE
<br /> 3.7. :f 0 WOOD SCR[WS OF p10 TAPPING SCREWS(SMS OR SDS)WITH 1-112'MINIMUM EMBEDMENT
<br /> AND 3/4'MINIMUM EDGE DISTANCE, ftohenJ.Amoruso,P.E
<br /> 4. TO 7!8"THICK MINI�sUM 6063-TS ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fly=22 KSI MINIMUM) Flpritla p,E,pp,y9)52
<br /> � TABLE OF CONTENTS 4.1. k10 316 STAWLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRIWNG SCREyV(SDSJ WITH
<br /> FULL THREAD PENETR4TION THROUGH HOST SUBSTRATE AND 712'MINIMUM EDGE OISTANCE. �tibltVltlPO
<br /> SHEET SHEETDESCRIPTION a`�.,���pA9ES'��a�Ie�
<br /> 7 GENERAL NOTES,INSTALLATION tJOTES 8 ANCHOR SCHEDULE M*,y'�r,b�L G EiVS��?,p�i
<br /> Z ELEVATION y��� ND 4$7$2 ��p�,�.
<br /> 3 COMPONEMS `�• •�:
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<br /> 4 GCLIP AND T�LIP INSTALLATION DETAILS �'�,��'•�T �E F �;
<br /> 5 'GOAL-POST CLIP INSTALlATION DETAILS rrO��'��R��P�����,
<br /> 6&7 MUWON SPAN VS.LOAD WIDTH TABLES h,f����dNA;���,`,
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