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I DS,51Y'MAX.OVERALL FRAME WIDTH OVERALL WIDTH <br /> T�H"ER-MAImT�R� 0 <br /> =23 <br /> THERNIA TRU DOORS <br /> I IS INDUSTRIAk-DR..EVULPT-1.Oil 435 1 <br /> it it <br /> li It KA, K�(, It Oro z <br /> 0 <br /> " <br /> Smooth-Star"and "Benchmark by Therma-Tru" <br /> Ora -*4 <br /> V W tL CL <br /> 6'8"SINGLE AND DOUBLE OPAQUE.OR GLAZED PANELS <br /> W1&WOUT SIDELITES 11 Ed <br /> b 11- 1 "r-,4 '�'-, I -!, 1, �INSWINGIOUTSW(NG <br /> INSULATED FIBERGLASS DOOR WITH WOOD FRAMES <br /> Lot <br /> L <br /> It J� tl: <br /> if rr <br /> 2! :3 AN <br /> P <br /> General Notes 6' e 6, <br /> iwj-) EE.C3 <br /> 1. This product anchoring drawing has been developed in compliance with the 61h Edition ooqml: Vil SIVEL"s 000 SINGLE V?`1 SIDELITES OXO <br /> (2617)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone". See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE WQ :2 W <br /> Certification Agency Certificate for sizes,specifications and ratings. +55.0 -55.0 +40.0 -40.0 <br /> �a 2. Product anchors shall be as listed and spaced as shown on,delalls.Anchor embedment <br /> to base material shall be beyond wall dressing,stucco,foam,brick and otherWdl 74M'1`AA)L 53jW'MAX <br /> coverings. 37MMAX. OVERALL WIDTH OVERA1LWIDTH ———— <br /> OVERALL <br /> 3. Wood screws shall be Installed folinwing installation instructions of ANSI/AF&PA NDS 2015. W107H 1 2 3 <br /> All other fastener 4-pas to be lnstol!ed following fastener manufacturers Installation <br /> ,:5 <br /> i� Instructions. <br /> A, K i IP qj I L <br /> I I I � �� <br /> i�-ql 1/4 <br /> 4. Fastener embedment depths,edge distances and center-center distances shall be cis 1'4 \ <br /> specified by the fastener manufacturer but In no instance shall they be less than shown in. <br /> this drawing. > "T J! ji <br /> I I <br /> Li-A :1 1; :, <br /> j! :I 1�---ii <br /> LL 5 Where shims are used,they must be o"dgld I sfift"ritaterial that compiles with the <br /> 1: 0 ti <br /> requirements of the MC. 5-- -P <br /> 6, Positive and negative design pressure requirements for use with this drawing shall be t <br /> a determined by others for specific jobs in accordance with the governing co <br /> is <br /> ,F 7. Site condillons not covered by IhIs drawing are subject to further engineering analysis. 4_1'5Y 6 <br /> TABLEOFCOMNIS <br /> StIEErg DESCRIPFION SINGLE X 00USLE XX SINCI.F.WISIDELITE OX <br /> I Typical elevations,design pressures&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE <br /> 5 SCALD N.,T.S* <br /> 2 lkickoncho +67.0 -67.0 +55�O -55.0 +40.0 -40.0 j <br /> 3 Rome anchoringMCI Of, <br /> ON IN. LFS <br /> 4 -Frame anchoring b1JI ofmaterial; !OCR HARDWARE MFG6SER1E5 vmwautf.! - t� <br /> S Hoilzontal&vertical doss sections MIKSErSIGUAWHE MIES LATCW­7 rL-1522.5.5-68 <br /> 6 <br /> I! L Vertical crass sections <br /> I W 6 <br />