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2 ANCHQRS @ S'MAX,O.C.!F TME W7NQOW BUCK HEtGFf'f t5 63'OR LESS. ^
<br /> 4 ANCHORS�W 4'MAX,O.C.IF THE WINDOW 6lJCK HEIGHT IS OVER 63' .
<br /> 19'MAX.O,C.IF THE WINDOW BUCK HEIGMT IS 83"OR I.ESS.
<br /> 14'MAX.4.C.IF THE WtNpOW 6UCK ttE{6FiT IS 4VEft 63', M71X•6tiCK WID7t1 SEE FA9lE t '-"'-`
<br /> MAX.BUCK WIDiH 18.54' 8'
<br /> SHEE7 3 SEE TApLE 1 MAX,�UCK WI4TH SEE TABLE 1 B,SEE MAX O.C. � MAX. , �
<br /> �-'- ly Q.SEE SHEET 4 SHEET 3 r'���� MA)C.O.C� O.C. � !
<br /> �
<br /> _'- � i
<br /> - - 4.
<br /> . - , ,_ . ..._.� �
<br /> .� D.C. �
<br /> / - - - f � j 1 , j 75.66'
<br /> ,/ / -�- / � ;-� ; � � �/ o�� � ;
<br /> �.��� / ;
<br /> HEIGM SEE MqX.BUCK � � /, -(" +
<br /> / MAX.BUCK / � HEIGHTS£E I J� t +
<br /> TA&CE 9 � HElGHT SEE � TASLE t �
<br /> yr I - TABtE T � _ ' � ' 1
<br /> 1"- � - �
<br /> A,$EE � A C,SEE I� ! i
<br /> SNEET x 0 � SHEET� � a . C SN�� � � � A }
<br /> ' 4 --- ._L. 3 I X -a X — �- ;
<br /> B'MAX. i �---.....� '7}- 2-778' ( 4� !
<br /> _.} MAX. D � 8*MAX' � �
<br /> �! F"'- 8 $'�. ��-�{ � MAX.O.C. 2-718'MAX. � �. � 8•MAX. �
<br /> �&3/4"MAX O.C. _.�.� f�._
<br /> ELEVATlON FOR TYP.EQUA�LEGBOX �GEVATIt7N FOR TYP.FIN t}ft 3-CHAt�NE,I.FRAME E�EVATION�OR TYA.EQU,4t.LEGISOX �
<br /> &FLARtGE FRAME. XO CONFtGURATiON OX&XOX StMiLAR �FLANGE FRAME XOX GONFtGURAtiON f
<br /> XO CONFIGURATI4N,OX SIM ILAR MAX.SASH NfIpTH=30,38� i
<br /> MAX.FIXED LITE(BUCK WIDTH-[2 X SASN WIDTH))=5928" !
<br /> �
<br /> #k
<br /> GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT TAe�r: (
<br /> VINYl fiORtZON7AL ROi,LER Window Buck 8ize j
<br /> CanSgpratian Relnf. Design Pressure Certificatian �
<br /> 1)THIS PFi00UCT HAS BEEN OESIGNED 8 TESTED Tp COMPLY WITH THE W�C�dI Height �'�� (+�Pg{ �_�Pgf (CAR)Numher �
<br /> REQUIftEfdENTS pF THE FLORIDA BUIL�ING CODE. 75� �¢� ��(�X R� 60.� �.Q �gQ.�QQ4 �
<br /> 2)Alt WQ00 BGCKS IESS TNAN 1-1t2`THICK ARE Tp BE GQNStIlERED iX
<br /> iN57ALLATIONS.iX WODD 8Up(S ARE OPTiONAL IF UNIT IS INSTALLED �5p �� �fQX R2 BS.O 7a.(1 �90-1043 i
<br /> DIRECTLY TO SUBSiR4TE.WpOD BUCKS DEPICTEO AS 27(ARE 1-1@"THICK �
<br /> ORC�2EATER.7XAND2XBUCKS �5� 63° XO/QX R3 60.0 50.p 190-1042 �
<br /> (WF1EN USED)SMALL 6EDESIGNE➢7p �
<br /> PROFEftGY'FRANSFEfi t4AQu T4 TtfE S7RUGTURE.WQDD BUCK 6ESFGN AND 75" � 72" X010X R� 65.0 7{T,0 190-'E041
<br /> INSTAIl.ATtON iS THE RESPONS�Sti.17Y OF THE ENGINEER,iEOR}Oft `
<br /> ARCHITEC70F REC4RD,(Apft} �20" B,'�" XOX(1/41/2-1/4) �
<br /> R3 50.0 50.0 190-1045 �
<br /> 3)ANCHt7ftEMBEDMENT708ASEMA7ERlAlStlAU.BEBEYONDWAiI s2� �a�" XOX(t/3-1l3-1l3} S
<br /> DftESSINGdR57UCCO.USEAtsCHORSOFSUFFtCtENTEMBEDMEM. j��• 83` �SXt1J¢�J2-jJd� �
<br /> INSTALLAT70N ANCHqRS SHQULD HE SEALED.OVERAI.L SEALING�FLASHING R4 65.0 70.0 190-1073
<br /> STRATEC+Y FOR WATER RESISTANCE O�INSTALLATIpN SHALL BE DONE BY 92" U3" xOX(1/3-1/3•1/3) j
<br /> OTHERS AND IS BEYOND iHE SCOPE OF7HESE INSTRUCTIONS.
<br /> I
<br /> 4j MAX 1/4'SHIMS ARE REQUIftEO R7 EACH ANCNOR 40CAi7DN W HEi2E THE � ,�f I
<br /> PRODUC7IS NDT FLUSH TO THE SUBSTRATE.USE SHIMS CAPA84E OF ; •y`y� , , ``;'�%i'
<br /> TRANSFERRING APPLIED LDApS.WOOD BUCKS,BY OTHERS,MUST BE � . ;
<br /> SU�FlCtBNTLY ANC}iORED TO REStST�OAIIS IMP4SE0 4N TNEM BY THE ; ti� �;g,;:S£ '" �
<br /> WINDOW. �= -'t 3
<br /> � j
<br /> 5)THEANCHORAGEMETHOD$SHOWNHAVEBEENdESIGNED7pRESISTTHE ,_`- VINYLHRWINDOWFPA(NON-IMPACT) � 12/13/14 _ , �`"�""'V�y _�"� if
<br /> WIN�LOADS CORRESPONDIN4 Tp THE REQUIRFA DE61GN PRESSURE THE r � f
<br /> 33t13°h STRESS iNCREASE HAS NOT BEEN USED IN'THE DEStGN OF iHES "GENERAL NaTES$�ELEVATIONS o m �F�4SOW3KI �� ��' j..� t
<br /> PRODUCT,THE t.6 I,OAD DURpT�ON FAGTOR WAS USED FOR TNE EVALUATION � � �,-f;� «T��� i
<br /> OF ANCHdaS INTp WOOD.ANGHORS THAT COME INTQ CONTAC7 WITH pTHER � � ^ , „p, •;,�;� t
<br /> DISSIMILAR MATEftIALS SHA1..4 MEET T}1E REQUIREMEP7TS OFTHE FLORIDA CER7.pF AUTt{,t�9286 � � ao '';�'f� �"-�'"' °�-
<br /> ��Yi�
<br /> aw�ow�coae�tcoRaosrotrrtesrstArtce. 1070TEGHNOLOGYDRIVE ' ``� ':;_"+'�^-,,'!n���:i`t- �;
<br /> N.VENICE,FL34275 � '�� .,�:",,,,',t
<br /> 1
<br /> (941}48p-1600 N HR-5410 3 NTS � 1 OF 4 0� FPA-5410.0 a� A•�YNN MILLER,P.E. �
<br /> p.EA 58765
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