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I <br />IHERMAITRtJ <br />THERMA TRU DOORS <br />T.8 440Cr wMA < Ctt., COG047UN, QH ^.23 i 7TISL. 14 , 91248. 1 740 <br />"FIBER CLASSIC" <br />6'8" SINGLE AND DOUBLE WI& WlOUT SIDELITES <br />INSWING / OUTSWiNG <br />I WSULATED FIBERGLASS DOOR WITH WOOD FRAMES. <br />1 <br />I-•-105.50'' MAX. OVERALL FRAME WIDTH - <br />1 3 9 { <br />ii ai <br />K=-7i �'"� <br />IS--77 PSG _'� <br />,1 '• <br />? 4 <br />cr 5 <br />IP <br />5 <br />5 5 5 <br />General Rates <br />DOUBLE W/ SIDELITES OXXO <br />i . This product Gnchabtg drawing has been developed in compfitmce with the 2007 Florida <br />MAX DESIGN PRESSURE <br />Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification <br />+55.0 <br />Agency Certificate for saes, specifications and ratings. <br />2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment <br />74,50' MAX. <br />to base material shall be beyond wall dressing, stucco, foam, trick and other vend <br />37-CI" MAX. <br />OVERALL WIDTH --� <br />coverings. <br />--1 <br />OVERALL <br />+- <br />1 <br />3 0 <br />3. Wood screws shall be Installed following Installation instructions of ANSI/ AMPA NDS 200 <br />_ _ <br />_. <br />i WIDTH <br />I 5J <br />5 S <br />All other fastener types to be insfioBed following fastener manufactu�s k*allotion <br />Instructions. <br />A Fastener embedment depths, edge distonces and center -center distances shoil be as <br />P <br />� � <br />specified by the fastener manufacturer but in no instance shd they be less than shown in <br />> <br />till�drawin 9• <br />� <br />� � <br />5 <br />s k- -4 u- �P <br />5 nri. <br />r � ,r.-� <br />I�-.•�r �.- <br />5. where shims are used, they must be a 'field / stiff' moterial that complies with the <br />- �+ ti <br />S-T �- r* <br />�-•,� <br />requirements of the 2007 FBC. <br />1 I 1 <br />, 1' I I' <br />'t ,' '•. , <br />6 Positive and ne ative de ' l assurer kements for use with thk dlsawing Shan be <br />determined by others for specific jobs in accordance with the governing code. <br />A Sifa co ndiitow. ,lot covered by llt draraPig are subject to further eng�erMg aTtolys s. 6 7 a <br />5 S 5 <br />SINGLE X <br />MAX DESIGN PRESSURE <br />+67.0 -67.0 <br />TABLE OF CONTENTS <br />SttBET # <br />flrSCiti <br />1 <br />Typical elevaitons design pressures & general holes <br />2 -' <br />tuck andlodV <br />Frame onchorin & LA of materials <br />4 <br />5 <br />1 Anchor & vWkol cross sections masorWY/woadlStsel <br />V'Ew 3w <br />.C- <br />63w <br />MULLIONSHOWN FOREFERENCE/2x <br />IW <br />BUCK INSTAUATION <br />/1 X BUCK INSTALLATION <br />�f <br />TYP. HEAD do JAMBS <br />_ SEE NOTE 1 <br />SEE NOTE 1 <br />SEW 'C"- C" SWME DOOR %SIDELITES <br />.Cw <br />IT <br />eC <br />N <br />M <br />� 1 <br />, <br />o <br />SEE �f <br />DETAIL 4" N h <br />i'E 1 i <br />1. 1/4" ITW concrete screws ondrorkV 6arne and/orsNf require a mirkwm 2-1/7 <br />clearance to masonry edges. a 1-1/4" minimm embedment and a rrli *wm 3" <br />clearance to a*cent concrete screws. SubstJhNlon of equal concrete screws hen <br />a different supplier may have drffereol edge distance ar)d center distance <br />requirements. Concrete screw locations at the comers, and at muAiart locations <br />locations, may be a*nted to maintain the minimum edge distance to mortar joints. <br />If concrete screw locations noted as MAX. ON CENTER" must be adjusted to <br />nnalntah ftle minimum edge dsfance, to mortar taints, odd0ond concrete saews <br />may be required to ensure the axv*rrum on center dimension is not exceeded. <br />2. 3/ 16" iTw concrete screws an chorine frame and/or sit require a minimum 2-5/8" <br />clearance to masonry edges, a t-1/4" minimum embedment and a rr**rx m 2-1/4" <br />clearance to adjacent concrete screws unless otherwhe noted by concrete screw <br />manufacturer. <br />S. The sfid a is direct set into Me jamb with f i2) item #43 a #8 x T pth. wood screw. <br />There era (4) at each verncai jamb, from the top down of 135: 31 ", 48.5' & 66. <br />Thera are (2) at the header at 4" from the outside comers of the frame. there are (2) <br />at the sill. 4" from the outside comers. <br />WADI_ '6" <br />DOUBLE XX <br />MAX DESIGN PRESSURE <br />+S5.0 -55.0 <br />V A' <br />-1 HH 3" 16" r <br />1F <br />MULLION <br />1 <br />kSHOWN FOR <br />REFERENCE <br />(w/2X BUCK INSTALLATION <br />)W/1X SUCK INSTALLATCM <br />TYP. HEAD do JAMBS <br />SEE NOTE t <br />SEE NOTE T in <br />f, a1 I vi <br />DETAIL "2" <br />68.50" MAX• <br />OVERALL WIDTH -- <br />If t 3 9 <br />5 5 5 <br />II h II II I' <br />.I tl I IL_ 1' IL f <br />S(NGLE W/ SiDELITES OXO <br />MAX DESIGN PRESSURE <br />+40.0 -40.0 <br />r OVERALL WIDTH <br />T 3 g <br />5 5 5 <br />!c= A <br />I I <br />r KA <br />' I <br />_- <br />�I' 1 <br />2 i. I <br />4 <br />5 <br />'� I •, 1, 11 t' <br />_ 5- 5 5 <br />S,'.YGL£ W/SIOE.LITF OX <br />MAX DESIGN PRESSURE <br />+40.0 -40.0 <br />.8w 'A' <br />� F <br />1� <br />s W2" t�uac -T <br />INS ALIATION <br />w/�x BLlac — <br />6 WW/71 L.89M <br />TYP. HEAD <br />JAMBS <br />SEE NOTE 1 - <br />SEE NOTE I - <br />wVw .Dw A' .8w Aw <br />SIRM DOOR W131DEM VIEW "9'•- 18 SINGLE DOOR <br />W/2X BUCK <br />1NSTAL.LAMN <br />W/SX BUCK <br />INSTALLATION <br />SEE NOTE 2 <br />SEE <br />DETAIL <br />n � <br />SmgPgS�ri <br />rM: N.T.S. <br />wa art DT <br />ra er: ww" <br />RUAW No:. <br />FL-5262.3-68 <br />►err 1,- of _�L <br />Am 08 13 08 z <br />CAM N.T.S. ° <br />Tutu. irr pT 3 <br />m <br />we w WWH 3 <br />wow M)_ a <br />FL-526213-68 0 <br />I 4w <br />4" <br />- 4" <br />4" _ 4• 4. <br />t. t <br />4" _ <br />p <br />4" <br />j <br />1 <br />4' <br />i <br />A <br />a <br />- <br />- <br />I <br />4b� <br />1 I <br />11 t <br />I I <br />°�' <br />II <br />t1 <br />II <br />f i <br />I i I MULLION <br />I I <br />MULLION <br />II <br />�►C <br />a st <br />` <br />MULLION q <br />MASONRY 4 I I SHOWN FOR I MULLION I <br />SHOWN FOR i I <br />MASONRY 4 I f SHOWN FOR MASONRY <br />OPENING I I REFERENCE OPENING <br />4 I 1 <br />I I <br />SHOWN FOR <br />REFERENCE <br />I I <br />J J <br />J 3 a <br />1P <br />OPENING TYP. I I REFERENCE <br />1 <br />REFERENCE <br />l <br />TYP <br />�, <br />! ! <br />4 fALl <br />& JAMBS <br />!i <br />t <br />I i <br />HEAD11 <br />do JAMBS <br />liEAi511 <br />& JAMBS <br />I 1 <br />Z b a <br />ggg • <br />2X BUCK SEE NOTE 1 <br />N <br />1 <br />I I <br />SEE NOTE 1 <br />SEE NOTE <br />1 <br />I I <br />& g`I: <br />E g g <br />I, <br />() <br />2X BUCK Ii 2X BUCKASTRAGL <br />4FOR <br />11SHOWN <br />{) <br />II <br />d REFERENCE <br />1 <br />I I <br />II <br />Ii <br />m <br />o <br />() rn <br />ll o <br />It <br />II <br />tl <br />MULUON <br />SHOWN FOR <br />REFERENCE <br />II <br />i( <br />li <br />C <br />II <br />1 <br />II <br />I{ <br />tl <br />II <br />a <br />� <br />DOUBLE <br />W/SIDEUTES <br />ANCHORING <br />SINGLE W/S,IDELITE <br />BUCK ANCHORING <br />SINGLE <br />W/51DJ,ITES. <br />} <br />A <br />li <br />BUCK ANCHORING <br />a� <br />a <br />4w <br />�-48' i I 4' <br />�. <br />N01ES <br />1. 1/4" E1co concrete screws anchoring 2x buck require a <br />I <br />m"mum 1"clearance to masonry edges, a 1-1/4"n**n m <br />�* <br />¢ <br />MASONRY TYP. HEAD <br />embedment and a mh MUM 4" clearance to adjacer d <br />concrete screws. Suktsututlon of equat concrete screws from a <br />MASONRY <br />4 <br />TYP. HEAD <br />OPENING &� <br />ASTRAGAL <br />aNfferont suppler may have dMferent edge distance and <br />OPENING, <br />& JAMBS <br />in <br />SEE NOTE 1 <br />1 <br />SHOWN FOR <br />centerdfstancerequkaments. Concrete screwcotfons of fhe <br />lo <br />counters, at mvlaort locations; and at astragal locations maybe <br />SEE NOTE 1 <br />2X tEMK <br />REFERENCE <br />� <br />actusted to mainfi tha nw urn edge dMonce to matEx <br />1 <br />joints. ff concrete screw locations noted as MAX. ON CENTER <br />2X BUCK <br />M <br />must be acWed to nt **M the mh m nn edge EYstance to <br />U <br />a <br />mortar joints, add)Nond concrete screws may be required to <br />erne the maximum on center emersion s not exceeded. <br />II <br />�ds <br />x <br />a <br />fl <br />� <br />rxtr:OtS t3 08 � <br />stun M.T.S. <br />DT m' <br />DOURLE <br />BUCK <br />DOOR <br />ANCHORING <br />SINGLE. DOOR <br />UUCK ANCHORING <br />LNWH a <br />M <br />aaMNs NO,: <br />FL-5262.3-68 c <br />_ <br />. <br />"Pala 1)F 5 <br />2-1 /2'' MIN. FROM 2-1 /2" MIN. FROM <br />. OD�13 -.+- MASONRY EDGE MASONRY EDGE.-.- <br />.' ITYP.) 1• )TYP.) <br />------------------- <br />-� <br />ix BUCK ° <br />INTERIOR EXTERIOR <br />9 READ JAMB <br />Ix sLb-buck <br />S InA t to" <br />J-2X BUCK <br />I INTERIOR <br />EXTERIOR <br />o m ' <br />1 <br />0, <br />.25" MAX. <br />SHIM FACE <br />EMB' <br />1.25 MIN <br />EMB. TV. <br />2 <br />A1111iCA SAN AMA <br />5 <br />To 2X Sub•twck <br />ftwfrQ stwwn <br />INTERIOR <br />V T Z <br />�xT�roR {i L <br />} o.t5" 1AR1. A <br />({ CSINK z z <br />4 f MAX: <br />t SHIM SPACE r3 <br />_1.15-NN, INTERIOR EXTERIOR <br />EMB. <br />4 VEtiitalxAt SIDE JAMB 3 WD JAMB <br />To $ V&AiV shown 5 Tirouwin�g shown <br />1" MIN. FROM I" MIN. FROM <br />-.-.s- MASONRY EDGE- ---MASONRY EDGE <br />(TYP') MT.) <br />INTERIM 1=X`iERIOR <br />n <br />x1 21 " <br />• . 2-1 IT MIN. FROM • 2-11 /2' MIN. FROM 'C <br />MASONRY EDGE MASONRY EDGE-.- �- <br />ITYP.) (TYP.) <br />yka—c II Q= SECRON <br />EXTERIOR <br />e n <br />2-1/7' MIN. FROM 2-1/2" MIN. FROM <br />-.-► MASONRY EDGE - MASONRY EDGE• <br />(TYP-) (om'•) <br />8 VERTICAL CR= SWRON <br />S Inswing configuration <br />INTERIOR EXTERIOR INTERIOR EXTERIOR <br />1 `^--_ ter-•-' ( __ --- .. _ <br />16 T <br />BUCK T"- • 13 <br />A <br />INTERIOR p(T QR 2-1 IT MIN. FROM 2-1/2" MIN. FROM 2-1 /7' MIN. FROM l 2.1/r WN. FROM <br />- - " - -- - +-•—MASONRY EDGE - MASONRY ME. -..« MASONRY EDSONRY EDGE <br />1 HEAD tWIJ �� ('') (TYP.) (TYP-) f (TYP') <br />b To 2X sub -buck I � 1 VERTtCAt CROSS SEL'itON (1/EIC]TCAL CROSS SECflON <br />Iliswinp slvml Inswing catfiguratlon S Ou •g configuration <br />oke N.T.S. <br />wrl or DT <br />a«. ran: WWH <br />RItlM "L. <br />FL-.5262.3-66 <br />has �5 ac 5 <br />DESIGN SERVICES INC. <br />MOBILE/ OFFICE 352-20CP-5821 <br />OFFICE FAX 352-588-2342 <br />S. HANLEY P O BOX i325 SAN ANTONIO <br />FLA. 33516 <br />EMAIL: hanIa9O6*smbargma1I,com <br />