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THERMAITRU C= lOS.5t7'MAX.OYERALL FRAME WIDTH OVERALL WIDTH �ti <br /> 1 2 3 1 2 3 -01 * �446�w <br /> ev 5 5 5 5 5 5 4 qo <br /> THERMA TRU DOORS . • �`1tiTa`"m <br /> 118 INDUSTRIA1.DR., EDGERTDN,OH 43517 I �j---F .�1 Fr-i' 'F=i' �r= =_�' '�'=7' �i ...... <br /> ...� ♦ y <br /> `` Z <br /> Fiber-Classic and Benchmark by Therma-Tu IX IIJ U = 4 4 <br /> y'L7 I I I I I I I <br /> ' 5 I�1'1« <br /> trlE,�i <br /> rowIaZ� <br /> • a ma <br /> sp W.I 'i i <br /> 5 ,, i 568SINGLE AND DOUBLE OPAOUE OR GLAZED PANS 5 I ''" , E ZWI&WOUT SIDELITES <br /> INSWINGIOUTSWING N ,i <br /> INSULATED FIBERGLASS DOOR WITH WOOD FRAON LJ <br /> L <br /> t <br /> General Notes LLI 6 6 6 6 6 LL 6 6 6 6 A 6 A 6 :,00 4 z <br /> DOUBLE Wf SIOEU7E5 X LU�d9� SINGLE Wf StDELITES OXO 10 <br /> I. fits product anchoring drawing has been developed 1n compliance with the 5#h Edition MAX DESIGN FRESS „o MAX DESIGN PRESSURE ` a" <br /> (2014),Aodda Building Code IFBC)excluding the"High Velocity Hurricane Zone".See the +55.0 -55.0y-, .,,,+- 0 +40.0 -40.0 <br /> Certification Agency Certificate for sizes,specifications and ratings. W LL.<LL9 <br /> d <br /> 2. Product anchors shall be as listed and spaced as shown an details.Anchor embedment �W®� 53,00"_ <br /> D �W <br /> W to base material shall be beyond wall dressing,stucco,foam,brick and other wall 37.50°MAX. ®��, �. OVERALL WIDTH a <br /> coverings. OVERALL ` Au WIDTH a a <br /> 3. Wood screws shag be installed following installation instructions of ANSI/AF&PA NDS 2012. WIDTH <br /> m <br /> Ali other fastener types to be installed following fastener manufacturer's installation <br /> Instructions. Kit Kt- �I I� 71 5 s 5 5 5 5 <br /> =1 ties �� r II <br /> M 4. Fastener embedment depths,edge distances and center-center distances shall be as < a 4 h <br /> c $ IF ;, ,' 't 5 O.H. 4 'i4--. '15-' ,5-'� �i=-7� i <br /> specified by the fastener manufacturer but in no instance shall they be less than shown to > , , I , +, ;I Yi ,� r z <br /> this drawing. O 5 1' '1 iI II 5 5' li it i� iI I� i' 1� �I 4 it I� �I Ii iI Ii O <br /> y eL}� r� O.H. II II II II II I' 'I II I I I I I (n <br /> Cn I I I I I I I r 5 I I I I I I S <br /> 5 p 5 $ �'� t�31 1�-_SI I�-SI I� �I g It�-51 {�•�I u�i W <br /> 5. Where shims are used,they must be a Ygfd/stiff'material that complies with the <br /> requirements of the FBC. <br /> I I I I I I I I 6 <br /> � 6. Positive and,negatfve design pressure requirements for use with this drawing shot!be f �-� �`-'� ;1 I i ;I ,; ;r ,; ;1 I� 4 i� ,I I I ,, I, <br /> determined by others for specific jobs in accordance with the governing code. } t `' t i �' _� m <br /> 0 <br /> 7. Site conditions not covered by this drawing are subject to further engineering analysis. a 5 6 o a 114 <br /> 6 6 6 4 5 6 ! 2 3 A 5 6 n� <br /> TABLE OFCONNNTS SINGLE X 6 6 6 6 6 6 6 6 6 _2 u <br /> SHEEP M DESCRIPTIONMAX DESIGN PRESSURE DOUBLE XX SINGLE W/SIDELITE OX <br /> 1 Typical elevations,design pressures&general notes +67.0 -67.0 MAX DESIGN PRESSURE MAX DESIGN PRESSURE DAM 2 21j12 i <br /> 2 Buck anchoring +55.0 -55.0 +40.0 -40.0 N.T.S. 9 <br /> z3 Frame onchoring MO.BY: JK m' <br /> 4 Frame anchoring&bill of materials LOCK HARDWARE MrG i SERIFS CHx,IVY, LFS 3 <br /> 5 Hoftontot&vertical cross sections Mw4c NO., � <br /> 6 Vertical cross Sections '—' KWIKSET SIGNATURE SERIFS LATCH FL-15225.3-68 <br /> KWIKSET SIGNATURE SERIES 788 DEADBOIT o <br /> SHEET 1 OF 6 R <br /> Gs <br />