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<br /> 3JS6 0 TAPCON ANCHOR R�� REVISIONS: ftEN5E0 BY� DATE:
<br /> MGDEI DESIGNATI4N: Simorrtan C?ouble Fiun Series 43-40 4.:�-45 Vin Window ti'+�TM 1•25" MIN. EMB. � UPDh o no7 cErceRa�ae crti �or�.nr+a T,o.o. �z123/as
<br /> 9 I }� INTO CONCRETE(SEE rze a tr
<br /> MAXIMUM QVERALI. NOMINAL SIZE� See SSze Chart NOiE 10 FOR WOoo) z ^° _�p�������M���' z.o.o. ozlm/�o
<br /> MIN. EDGE DIST., gpE�7p�7p UPDA7EU SiZ-F AER N�EN TE� G D i
<br /> , CONCRk7E,F✓iASONRY 3 15 7 T.O.D. n/30/11 _
<br /> DESIGN PRESSURE RA71NG: See Size Chort StLtCaNE CAULK ° ` {BY O�tiERS} 4 aaaeo aaiw.eoc�o�sr.wo�e. e..r.s. �s/�9/is
<br /> (EXT. PERIMETER) 1X WOOD BUCK
<br /> ' USABLE CQN�iGURATI4NS X {BY OTNERS)
<br /> X �"�_.SIUCONE CAULK �
<br /> • (INT. PER�ME'f'ER} 1X t940D 8llClt `j
<br /> GENERAL pESCRIPTION: The head, sill, and side jambs are extruded PVC, The wall khickness 1(4' MAX. SHIM (BY O7tiERS)
<br /> tfiraugh which the onchor screw penetroEes is a mEnimum of 0.142". AT ANCHORs StuCot�e CAv�,K
<br /> CONCRETE/MASONftY /�(INT. PERIMETLR)
<br /> . • , (BY O'i�tERS} 1 ��A" MAX. SHIM
<br /> SiZE CNART 1 HEAD � AT ANCHOftS
<br /> 1 18" MAX. 3f7&"a TAPCON ANCHOR
<br /> � 6^� 1 � o.C. 7rP, � �s" e OVERAIL SIZE � 4X SCALE v,�nl t.25" MIN. EMB. �
<br /> � WIDTH HEIGHT dP RATING IttTo CONCftErE{sEE
<br /> NOTE 10 FOR WOOD) •��
<br /> � � "yy' „H" MIN. EDGE DIS7.. 5EE NOTE 2
<br /> a �I_-L 36" 72"' #30 PSF 1
<br /> SIItCONE CAUIK
<br /> �� 48m 80� f35 PSF � (EX7. PERIMETER)
<br /> "' ' S2" 71" 1ja' t�ax. ;Hi� i JAMB
<br /> sv� 36" 63" �PE�OftAEsgs 4X SGA�E
<br /> � f45 PSF
<br /> � �� 44�� 63�� PECORA 846 SILICO E CAULKApE
<br /> S 36" 74° t50 PSF $�UCNRAL GRADE iX WOOD BUCK
<br /> �SILICONE CAULK
<br /> w CONCRETE/MASONftY °. , • ' � (BY OTHERS)
<br /> _ {BY OTkiERS) ." - -
<br /> m
<br /> � _._L �
<br /> ¢ '
<br /> ti ; 1 SiLt� � '
<br /> � — 4X SCALE ,
<br /> ¢ " NOTES:
<br /> � � 1. This installatlon hos been evaluated for use fn locations adhering io'the Florfda Building Code and where design p�essure�requlrements as deiermined by
<br /> p ASCE�Mieimnm Desiqn Ldvds for Bvildings and Olher Struc1ures do not exceed the desigtr p�essure raUngs listed herefn, tor use ovtside the H.V.H.Z.
<br /> X ci ;� "�' 2. For. InstallaUon where the su6-6uck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) 7apcan type concreta onchora must be used ond the length
<br /> a o� must be such tbot o mtnimum i 1 fA" embedme�b ot ihe Tapcoo intp the concrete or conerete b�ock is obtained, unless otherwise�oted: Ancbors shovid
<br /> �
<br /> be a mioimum al'2 1/2" irom the edge of the concrete, hollow block C�1U, or conerele block.
<br /> _ \X 3. Aii inteeior ond exterior perimeter swfaces ot the w7ndow must be coulked.
<br /> N� 4. Adjust Tapeon onchor�ocations, if necessory, to maintain a minimum of 2.0" clearance from mortar joints.
<br /> -- 5. When tha optional heod�exponders are Used, the INSTALLER MUST ADJUST the�anchor(enqths to mointoin the requtred minimum ambedment inta the
<br /> T substrote.
<br /> 6. Anchors shall be speeifled ond spaced"os shown. Anchor embedment ta hase material shall be beyond wall dressing ar stueeo ond into wood or conerete.
<br /> 7. Wood bucke{by others}mnst be engineered ond onchwed properly ta transter Ioads io the slructure. Bucks shatl eztend beyond Sntertor toce of frome.such;,�
<br /> that full support�,of the frome is pravided. `
<br /> , $. Foilow ITW Tagco� onchorin9 ins{ructions,
<br /> � 9. The respansibility for selectfon of Simonton Products to meet any applicable locol laws, bui�ding codes, ordinances, or other sofety requirements rests solely
<br /> wtth the arahite¢t,butlding owner, o� contractor. '
<br /> � 10. For wood buck substrates, use �SD wood screws with 1 7/2` min. embedment into wood, uniess oiherwise noted. Screws shouid be o minimum oi 3/4"
<br /> a from the edge o[the wood. A'
<br /> 11. A. Conc�ete compresstve strengfh = 3000 FSt aF 28 days.
<br /> 8, Concrete Masonry Units shall confortn with slrenglh requirements of ASTM C90. �
<br /> a 1O C. Wood Minimum SpeciSc Gravity= 0.55 ,
<br /> I 12. Shims are optfanol. Maz. shim stack is 1/4'. ,
<br /> "W" MAX. 6VERALl.FRAME WIDTH 13. When using a 3jt8"0 Topcon or�ji6 wood screw through tbe window frome,pre-dril! the thru hote at specified instatlation screw locctiona.
<br /> 14. Vfien used in oreas requlring impact prateciton, this product REQUIRES the use of approved impact resistonl shutters or olher externol protection.
<br /> • `>>5�4111111�frj 75: Floshing should be applied using the ASTM E 2112 mekhod approprlate tor the opening Inio which lhe wlodow (s being Instolled. ,
<br /> `�� S F ��� 76. Glazing sfiotl comply with ASTM E 1390 occarding to the Florida Bailding Code.
<br /> 4A IAL t :UftA1riN NQ: R .
<br /> :�,`�'.�"(�'� = ;F,.p''. o�s��aTagx�N? SIMON TbN' s ��roa�a a
<br /> rM, �F INISH: pimensianal Toleronc s DR WN BY: UAIE:
<br /> ,Z :,4`Y Q ThIS doC4men�IS Iha prope+ty ol SlmMlon�MInAOwA�Ith Qtlt rtt'e C4 }HCd � �V 1 � V o S S.O.p. OsIi6I�9
<br /> {� !�'� toins oit proprletary d other r3ghts ta its suCject motter. 41tt�s"
<br /> �IY 7 _:.� This documrnt is Orovided lo fha recipieni on the expres�cd ALLOY de TEMP[R: I CoCh�:+ne hycn�ic CHECKED 9Y:6AlE
<br /> ,}Ir^ � ' .andlUon lhat It Is nol to 6e disclesed,reprotluced in hole or PcimsUaro.N�'2(r115
<br /> p,� port,nor ussd tn conJunetior�xith tAe des(gn,monvfaeture ar y, H; , Decimais Anqtes SCALE: 91EET: AAPR p HY: DATE:
<br /> Di itall si ned.b Hermes F.Norero,P. �j?� 3T;s� repoir ef goods ror o�yo��om�r tnod s�moot�w�aow� Flr � or i '
<br /> g y ] y O ,�p�(, � ,,, wllhoul Its Gansenl Th�s restrietlon does not IMIL(hc URFACE AREA: P I R: X f.03 SEittES: �
<br /> Reasorc 1 am a rovin this dpcument : -�4�'�=`e��a�iv� � reclpknYs rtghts to utiiize Iniam¢tton rnnto[ned E�this XX t Ai 0' 30 m�n. 4J-40/43-45 DOU9LE HUNG
<br /> • pp g r �o�,Io eayO�.iL'�3 ♦ document wh�ch�s propetly obtoinee from another souree. FINISH 7REATMENT: .XXX,3.005
<br /> Date:2015A6.24�7:57:45-04'QO' f�C�FSp'^��n�i:n t�.�`�wye nnE �
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