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q 3 2 I <br /> 3/18"0 TAPCON ANCHOR R��' RENSIONS: REVISED BY. OATE: <br /> MODEL DESIGNATION: Simonton Double Hung Series 75-75 / 07-75 / 75-09 � y�7ry �,ZS'MIN. EMB. p ,p N � <br /> 07-09 � 07-10 / 07-20 Vinyl Window INTO CONCRETE(SEE 3 RIP oH � i.o.n. i2/z�/os <br /> NOTE 10 FOR W000) 4 N I T,D.O. 02/01/10 <br /> MAXIMUM OVERALL NOMINAL SIZE. See Size Chort MIN. EDGE DIST., SEE NOTE 2 <br /> ' CONCRETE/MASONRY 5 ADOED 78-)5 TO SERIES PER 7EST FEPORTS. T.D.D. OB/77/l0 <br /> I]FSIGN PRESSURE RATING: See SIZE Cha�t ' , � ' (BY OTHERS) 6 fl. � AN HOR IL AN Al. i.D.O. 09/10/10 <br /> SIUCONE CAULK � . .• 1 I ICO <br /> (E%T.PERIMETER) 1%WOOD BUCK � A�DED NOTES 15 h 16. T.D.D. 7t/JO/�I <br /> ��SABLE CONFIGURATIONS• X (BY O7HEftS) g AODEO MIN.EDGE DIST.NOTE. B.J.S. e/i9/t5 <br /> X <br /> ('FNERAL DESCRIPTION• 7he head, sill, and side ambs are extruded PVC. The Woll thickness SiLicONE CAuuc <br /> 1 (INT. PERIMETER) <br /> through which the anchor screw penelrates is o minimum of 0.142" tx w000 eucK <br /> 1/4'MAX, SHIM (8Y OTHERS) <br /> L 12�� O.C. AT ANCHORS �� SIUCONE CAULK <br /> I MAX. TYP �,�. (INT.PERIMETER) <br /> 6 �—_I I I �6 CONCRETE/MASONRY ' ��4"MAX. SHIM <br /> SIZE CHART (BY OTHERS) AT ANCHORS <br /> B ., <br /> OVERALL SIZE HEAD 3/ts"0 TnPCON nrvCHOR ' B <br /> DP RATING 4X SCALE N1TH 1.25"MIN.EMB. �o <br /> 4 � U�" �• •• • Y INOTECIO FORrW00D) •.'4 �� <br /> �� 48" 80° f25 PSF MIN. EDGE DIST.,SEE NOTE 2 <br /> 1O N Q . 48" 80" f35 PSF <br /> �� 52�� 71�� � 1/4'MAX.SNIM <br /> 53" 80" t40 PSF (BY OTHERS) SILCONE CAULK <br /> (E%T. PERIMETER) <br /> 36" 63'� t50 PSF PECORA b96 <br /> 36�� 74° STRl1CTURAL CRAOE <br /> SIUCONE CAULK �/{�-)—JA—MB <br /> +VAUD FOR 07-75 SERIES ONLY PEGORq B98 • � 4� x SCA�E <br /> = STFtUCNRAL GRADE � � � CONCRElE/MASONRY <br /> C� SIIJCONE CAULK , � (B7 OTHERS) <br /> W <br /> x v F <br /> w tO <br /> � SILL <br /> ¢ 4X SCALE <br /> � <br /> NOTES: <br /> a — — — 1. This installation has been evaluoted for use in locations adhering to the Florida Building Code and where design pressure requirements as determined by <br /> � ASCE 7 Minimum Oesign Loads for Buildings and Other Structures do not exceed the design pressure ratfngs listed hereln, for use outside the H.V.H.Z. <br /> 2. For installatlon where the su6-buck is less Lhon 1 1/2" (FBC chapter 17 Anchoroge Melhods) Topcon lype concrete onchors must be used and the length <br /> O musl be such thot a minimum 1 1/4" embedment of the Tapcon inlo the concrete or concrete block is obtalned, unless otherwise noted. Anchors should <br /> X � be a minimum ot 2 1/2" from the edge of the contrate, hollow block CMU, or concrete block. <br /> Q 3. All Interior and ezterlor perimeter surfaces of tha window must be caulked. <br /> � 4. Adjust Topcon anchor locations, if necessary, to maintain a minimum of 2.0" cleorance (rom mortor joinls. <br /> = 5. When the oplional heatl expanders are used, Ihe INSTALLER MUST ADJUST lhe anchor lengihs to maintain the required minimum emhodment into the <br /> sub s tro te. <br /> 6. Anchors sholl be specified and spaced os shown. Anchor embedment to base moterial chall be beyond wall dressing or etucco and inlo woad or concrete. <br /> 7 Wood bucks (by others) musl be engineered and anchored properly to lransfer loads to lhe s[ructure. Bucks sholl extend beyond inlerior face o( frame such <br /> thot full supporl of the frome is provided. <br /> B. Follow ITW Tnpcon ❑nchoring Instructlons. <br /> 9. The responelblli�y(or selection o( Simonton Producls to meet any applicable local laws, bullding codes, ordinancas, or other safety requirements rests solely <br /> wllh lhe archicect, building owner, or controclor <br /> 10. For wood buck subslrates, use p10 wood screws with 7 1/2" min. embedment into wood, unless olherwise noted. Screws should be a minimum o( 3/4' from <br /> A � the edga of tha wood. n <br /> � 11. A. Concrete compressive sirenglh = 3000 PSI at 28 doys. <br /> B. Concrete Mosonry Units shall con(orm with slrength requirements of ASTM C90. <br /> C. Wood Minimum Specific Gravity= 0.55 <br /> 12. Shims are optional. Max. shim stack is 1/4" <br /> 13. When using a 3/16"m Tapcon or #10 wood screw lhrough lhe window frome, pre-drill the thru hole al specified installotion screw locatlons. <br /> Q 14. When used in areas requlring impacl protection, thls producl REQUIRES the use of opproved impact resistont shutters or other external protectian. <br /> --"W" MAX. OVERA�L FRAME WIDTH—�'��S�F������i��� 76. Glazing9shallucomplyPwilthdA5TM9Et13 OSaccordng2to the Flordu Bu'Id'ng Code.opening into which the window Is being Instolled. <br /> . . v. <br /> ,r��: �(�' I oi=_no��R =_rar�n r+r �SIMONTON� B� IN0732 8 <br /> ��,y��••' 7��� '� This tlocument io the property o!Simontan Wlndaws,which MS FINISM: Dimensionol Toleranees ��. i rv i� �� w y ORAWN B: DA • <br /> :^, •/: retaine all proprlelory and ll+er rl9hts lo ita s CJeel matler. ��nlees Otherwlse$y i„q�fl�d T.D.D. Oe/]0/07 <br /> �/IV 7 , Thls Eacument la provlded l0 1h<roclpiml on the expreased a1L0Y k TEMPE: I Ciwhrene Avrnuc CHECNED BT:DATE: <br /> *�t ondl�ian lhal Il is not lo be dlsclosed,reproGueed In whole o Prnncburo.WV2(r{IS <br /> p,� parl,nor u9ee In nf.mctlon wlth the deslgn, an IaNuro or y� , Daclmals Angle9 <br /> • b t � re alr o/qoods�for olhar than SlmonlonuWindowe � � SCALE: SHEET: APPRVO BY: DATE: <br /> Digitally signed by Hermes F Norero,P.E �•{��.��}»o�, a �^ro^e � <br /> q rilhoul ila conaent. Thln realrle(lon Coea nol Ilmil lhe SURFACE AREA: X f.03 FIT I o!1 <br /> Reason:I am approving this document i��9g{� b'����� reclplenl�e righle lo uUlize Infortnallon conlained In lhle � xX t .01 0' 30 min. SERIES: <br /> �ow�ia eaaui.n•�� � documenl wni�n ia P�ooady oetain�a o-om ana�ne�so�r�e. .xxz t .00s �s-�s/o�-�s/�s-ae/a�-os/o�-io/0�-20 oH <br /> Date:2015.06.24 07:5026-04'00' °��"aCsy '"��=°�z'�a INISH TREATMENT: <br /> dNA� � TIRE: �%BUCK RISTAILATION <br /> ��/ \� FlLE:IN0132 <br /> . 4 Illll J 2 1 <br /> ♦ '`� <br />