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NOTES: �� REN90NS tENSED B OAlE 1. Installations depicted satisfy the requirements of the 2010 Florida Building Code for desfgn wind pressures and SIZE CHART � aQ�� p«�� overall sizes listed in the Size Chart OVERALL SIZE DP RATING Z Q'°�s�+�w'2°io Fsc,�oom a aaT. ,uR o�/zi/iz 2. Concrete masonry installations ore assumed at leost ASiM C90 hollow masonry units with a 1-1/4' wall thickness 1N�DTH HEIGHT s �cho s�m m sff auwr .urt o�/ai/ia or nortnal weight concrete with a minimum compressive strength oi fc=3,192 psi. 3. Topcon masonry anchors shall have a mintmum embedment of 1-1/4� or full penetration of concrete masonry 36 �Z� t25 PSF unit shell. They shall also have a minimum of 2° edge distance and 3' spacing between anchors. Install conerete 48� 80� masonry anchors per manufacturer's installation instructions. 44� 63° 4. Wood buek strips and wood frames are assumed S-P-F (G=0.42) or denser. Buck width shall be greater than 36� 74� t35 PSF the window frame width. Tapered or partial width buck strips are not ollawed. 5. Maximum shim thickness of 7/4" permitted at each fastener locatlon. Shims shall be non-compressible and lood 53° 71' bearing type. 4g' 72' t40 PSF 6. All fnterior and exterior perimeter surfaces of the windaw must be caulked. 7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths ta malntain the required 44" 63� t45 PSF minimum embedment into the substrate. 32' 62' 8. The responsibility for selection of Slmonton Products to meet any appllcable local laws, building eodes, ordinances, or t50 PSF other safety requfrements rests solely with the architect, building owner, or contractor. 36' 84' 9. Pre-drill the thru hole at speclfied installation screw loeations. 36' 74° 10. Screws at m(d-height of sash for DP50 36x84 windows only. 11. Products are non-impect and will require approved protection devices if used in wind-bome debris regions. tx euqc ' 12. Not for use in Htgh Velocity Hurricane Zone (HVHZ) 1/4'0%3 1/4'MIN. TAPCON CONCRETE ' CONCRETE �{y'MIN µ�� T� �-�I4'MIN. OR CMU ��CONE CAULK OR CMU EMBEOMENTINTO CONCRETE OR CMU s � �s' I .. :'i• �A1 MA%. IN7ERIOR 9LJCONE - + �{"�.~ 1/4��%3 1/4'MIN. TAPCON '. SASH TRACK �A�� . �:; �x B�� ANCNOR NiTH 1-1/4'MIN. � , a SILICONE �BmMENT INTO CON� �4�� CAULK , . tO EXTERIOR 9UCONE CAULK •'.r,. SASH TRACK SIUCONE •, �.�.'. . ♦' • Sae Nota 10 7/4'MAX. SHIA1 CAULK � z :'•., ,, 0 CONCRETE � �'� OR CMU �`''• ° SILICONE CAULK N �� . — - _ HEAD 4XI CALE JAMB 1-4X-SCACE 4X SCALE h �' — — S10 WOOD SCREW 2X FRAtdE s SCREW N1TH 1-1/2�MIN. SILICONE CAULK PENE7RATION INTO WOOD '�.� 1/4'MAJf.SHIM /10 WOOD SCREW See Note 10 2J(FRAME MA7H 1-1/2�MIN SIUCONE CAULK PENEIRATION INTO WOOD �ppo�o�m�ug�.�'�� SILICONE CAULK SILICONE CAULK ��,�'��% 1/4' MA%. SHIM ,:'b fn. % e*? �� :*� SIUCONE CAULK _�s *R � � 2X FRAME e ��:��:-'��ar�� HEAD - 2X OPT10N SILL - 2X OPT10N JAMB - 2X OPT10N ��°��y�,�� 1 4X SCALE 4X SCALE 4X SCALE a �^r�4�� a�°"'"E�T"1°"aT SIMON TON' B iNOZaz - 1Ab dowment Is Ne property of Simonton Wlndo�e,�Akh � Dlmaiabnal Tderaneea �w t N o o w s � . ntolns atl proprNtvy ond oNer rigMt�!o It��bJxF inattr. Unles�Othm.ise Seeeiiled TA-0.. 02/20 OB 1MID7H 2O13.01.31 11:00:21-OS'00' n'y aoa,men�y ao�aaa eo the rec�i�t m Na e�raasad Y d� ��A�� q(m Y;DA7E Joseph A.Reed, P.E ��^W�It i�net to ba dhdoaW.rproducW ki�Ad� Pennsboro,WV26415 F7 PE 58920 V�.nor usad in cm)mctian�IN N�desirp�,mm�ufoetun or . DeeMda My$ea FL COA 29274 ��°U ol qood�fn myon•oths tAm Simmtm YMCOn EET: R D BY: DATE 130 D '�Na+t Ile canNnt Thb nsGktbn dws not Uml!th� . %t.03 FlT 1 of t �Y�• nelpimt'.rlqhU to utYlz.NtamoUon eaneatnW N thi. � lIX f.a1 0' JO min. � . Yofk, PA 17406 doammt�hkh Is proparly ablahW hom anoNv�mn. .�*.�S {J-08 9NQE HUNC 717-764-7700 w • n7tE: Pro et 80404.03-122-J4 FlLE:IN0242 1%BUCK AND 27f FRAIA£RlSTAW1110N