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is 4 If <br />MA <br />=rHERMA TRU 0 U U R S <br />CR., Ec)GEpTctN. CH 4351 7 <br />9)29 a- 1 747) <br />"PROFILESIM11 <br />Wo(» -r!)GE SIM DOOR <br />INSWING <br />"NON-IMPAO" <br />GENERAL NO FES <br />T`his product has -taan evjJv3fNJ,:"j a it) comp(poince wiff-) the 2010 llorf6:) 5uflclirg <br />Code (P SC) structivral fr dLidi g the "`rR4h v0i061y -iurriccne Zore", <br />2. Frcdi oj anct-y-is shop be as bled and spaced as shoAn on jeklk. AJ-ctfl,, <br />embeorrert to base malarial sttO# be beYex'd w"fi J-essing w SIL'cco <br />3 ,,,her jsad in 41,e 'High Velocity :4-jmcore Zone' ffus product to to <br />prof, -cfed with on import ra5isfx)f co�elng ff-of :orrpdA.5 0fh SecfTon !626 of I" <br />rI.J-:1 k4pJ"g Code, <br />4. 'Aher in jreos outsilze. Of file 'Hvl-Q-req,�ifirg wind borne 'JI PFI:;fec1io1 INS <br />product sreQ0red 1 0 be protected Mt.'I on Tppa�t resisfort co,�'fy; tl,:jf �ompfies <br />L, . - -- <br />liff, Sec Ban 1609, 72 of the 20 7 ) F3C. <br />FD( h --4r,9 �Olr -e- the =,jrle 05 'hOf <br />D( -I,_1 frzji ILlct;or, on C f If - 01ifS sh,:M <br />sr ovm fcr 27K b,,K-,k masonry corsfirvction. <br />1, g eq-4re k�d f- e <br />Sife C,:,rdit,ors that jje,j,:jfe �or, the �_foifs of this drc�ir r - <br />ang,'veering ur--Iysfs by a licensed eln• veer or reg6fered cychilect. <br />This PCIDIAICt does not meet ft),q vy0te( friflIfTc1tioin reqviren-,ents for the 'f-?vHZ- <br />i,)swjng uriif$ spoff be irisfolied only in non-hOibifobte areas or at hobitob4e- <br />focchbrts by an overhang x cariopy �vch ftof the Ongfe be`-Ncerl <br />filie edge protected by <br />or overhang to sill ;s ;less ff-ion e5 degrees. <br />i <br />"ABLE Of crWITNTS <br />SHEET # DEIC <br />LF\1 411c S <br />1-11 —EILC W o Lx, v-, <br />WIISS, CPCN <br />& <br />16 Do* W."k <br />PA:4RAUTH <br />2{,17 17 <br />DOOR PANE; <br />4 �,- <br />LATCH SVLf <br />I <br />DwvqSI0'A - <br />74.81'•X9203' <br />VON <br />DWE� NS <br />21,12 "X63.12'" <br />GLASS TYPE <br />G1 <br />FRfSS�RE PS <br />post, <br />'N E:; <br />+ 45.67 <br />64,010 <br />.4,9, -1 — <br />C-4-ASS BITE <br />G4 ASS -mK. <br />S <br />T. G,-A:s <br />AR SPACE <br />GLASS <br />'S'S' <br />EEL <br />,,4�7 SPACER <br />WNG DETAIL <br />C4 <br />CROSS SECADIN <br />Doi, px.1 <br />1.375 <br />- 71 <br />2,W <br />635' <br />-------- 11 r,77 <br />J.I g <br />2 HNSE SPU <br />S�rBO�TCC =a Ltd <br />III <br />24 12 <br />Jk <br />y-i $�;$ a <br />II i <br />7: <br />L 02124112 <br />2 VERTICAL CROSS SEC-PON <br />2 <br />�w Z <br />Z <br />"' � �0 <br />< <br />/2 )H0k!Z0tiTALCPQMECIXM <br />�22) It <br />EY2 1-1 <br />A SECTION <br />1 -1!',( 'AN I I r tlqN. I <br />EMS n-TP 3 SPIM SPACE <br />� 5' Il,N- <br />C-Sm, <br />Sfm;PACE <br />Ja <br />I <br />z z 2� --c-ANK <br />< <br />< (2 <br />0 <br />2 <br />6! <br />P <br />< it'IT[Ric R <br />4), <br />:20' <br />5SE J�)Tz <br />ll-,� fco co !40m C�Ls 2 more H.Ck1ZCdNTAL CROSS sEcrKdIlq # 13 -6 r-�, �-3� HC11ONTAL CkrM SECTION <br />3 <br />SEE r�7 1 -77 1 - <br />r4' RvN <br />2-1/2- t,�iN rpcm 2 �,�z 111jN �Rcm <br />""EIPATIKeN I <br />EDGE <br />�",J5:) �, <br />�, 4 <br />7yp <br />{ 34, <br />-A ;PACE - <br />2 <br />- <br />s <br />-1381 <br />-c ALI Ailc)ll <br />T <br />:T <br />13' - r2 <br />VERTR--4 CROSS SECTION <br />z <br />14 <br />Ns UA <br />SEE ^AOIE 3 <br />�J�VEVOCAL CROSS SECTION <br />2 <br />C27, <br />(-2 <br />x <br />Z <br />"' � �0 <br />< <br />/2 )H0k!Z0tiTALCPQMECIXM <br />�22) It <br />EY2 1-1 <br />A SECTION <br />1 -1!',( 'AN I I r tlqN. I <br />EMS n-TP 3 SPIM SPACE <br />� 5' Il,N- <br />C-Sm, <br />Sfm;PACE <br />Ja <br />I <br />z z 2� --c-ANK <br />< <br />< (2 <br />0 <br />2 <br />6! <br />P <br />< it'IT[Ric R <br />4), <br />:20' <br />5SE J�)Tz <br />ll-,� fco co !40m C�Ls 2 more H.Ck1ZCdNTAL CROSS sEcrKdIlq # 13 -6 r-�, �-3� HC11ONTAL CkrM SECTION <br />3 <br />SEE r�7 1 -77 1 - <br />7 t' MER +CR <br />6 i. <br />-1 <br />'7-P '7yp,I <br />I �VEPTICALMMECDQN <br />\_4_) <br />I "qN FROM 1" 911,1 rpCM <br />2-1/2- t,�iN rpcm 2 �,�z 111jN �Rcm <br />VASCINRI ECGE -,IA5C'.RY EDGE <br />EDGE <br />S2E f4,:,TI, t I <br />7yp <br />{ 34, <br />p. <br />2: <br />- <br />s <br />-1381 <br />7 t' MER +CR <br />6 i. <br />-1 <br />'7-P '7yp,I <br />I �VEPTICALMMECDQN <br />\_4_) <br />I "qN FROM 1" 911,1 rpCM <br />2-1/2- t,�iN rpcm 2 �,�z 111jN �Rcm <br />VASCINRI ECGE -,IA5C'.RY EDGE <br />EDGE <br />S2E f4,:,TI, t I <br />7yp <br />{ 34, <br />2: <br />- <br />N/ ',k I. <br />-1381 <br />-c ALI Ailc)ll <br />T <br />:T <br />13' - r2 <br />VERTR--4 CROSS SECTION <br />T <br />14 <br />Ns UA <br />SEE ^AOIE 3 <br />�J�VEVOCAL CROSS SECTION <br />C27, <br />16,-- <br />- <br />T <br />S7,1LLA-;01 <br />7 <br />(�3D <br />SEE N077 3 <br />i <br />7 t' MER +CR <br />6 i. <br />-1 <br />'7-P '7yp,I <br />I �VEPTICALMMECDQN <br />\_4_) <br />EXERIOR <br />2 VILIUK•L CROSS SECTION <br />I I -!-) 311cwN w/ IX SUS-BUCK <br />0 <br />- - -T i--T <br />1 1 ' <br />-- 1 <br />7 <br />--4-4-1 - <br />j <br />iii <br />,r. 02, - 2 <br />N.T S <br />7 <br />I II <br />Ila <br />TT <br />ec.-L N T 5, <br />31 JK <br />L-F1 <br />r L <br />1A _JRr 7DCE VALCNWY -X--� <br />0 <br />7" `77-7 <br />g T <br />2 <br />1-1 VERTICAL CK-43 SECTION <br />EX-tRK' z <br />2-1/2- t,�iN rpcm 2 �,�z 111jN �Rcm <br />13 <br />EDGE <br />S2E f4,:,TI, t I <br />{ 34, <br />3k, <br />T- <br />- <br />N/ ',k I. <br />-1381 <br />-c ALI Ailc)ll <br />T <br />:T <br />13' - r2 <br />VERTR--4 CROSS SECTION <br />,,EE -4C'E I <br />7RI <br />'4CR :X7E11CR <br />.-- <br />Ns UA <br />SEE ^AOIE 3 <br />�J�VEVOCAL CROSS SECTION <br />EXERIOR <br />2 VILIUK•L CROSS SECTION <br />I I -!-) 311cwN w/ IX SUS-BUCK <br />0 <br />- - -T i--T <br />1 1 ' <br />-- 1 <br />7 <br />--4-4-1 - <br />j <br />iii <br />,r. 02, - 2 <br />N.T S <br />7 <br />I II <br />Ila <br />TT <br />ec.-L N T 5, <br />31 JK <br />L-F1 <br />r L <br />1A _JRr 7DCE VALCNWY -X--� <br />0 <br />7" `77-7 <br />g T <br />2 <br />1-1 VERTICAL CK-43 SECTION <br />EX-tRK' z <br />2 1, ` LAIN <br />13 <br />EDGE <br />S2E f4,:,TI, t I <br />3k, <br />T- <br />37 <br />N/ ',k I. <br />-T— <br />-c ALI Ailc)ll <br />� �_ <br />:T <br />13' - r2 <br />VERTR--4 CROSS SECTION <br />,,EE -4C'E I <br />7RI <br />'4CR :X7E11CR <br />.-- <br />h30d & All -t- !ell # 13 :3' 1 <br />IDATE <br />10 / 21:-j" 12 <br />NO <br />SCALE <br />DE5fSN 5ER✓ICE5 INC. <br />MOBILE/ OFFICE 352-206-5a2l <br />OFFICE FAX 3-32-5aa-2342 <br />S. HANLEY P o Box 1325 CAN ANTONIO <br />FLA, 33576 <br />EMAIL: Ii�Is�40rocsmbartqmai 11 <br />SEE OU! 6E-AiL <br />- -'-.� __ I -1 a._� \ � r - n3" i 611 !—� � {61) <br />3 <br />t <br />4" <br />Z. <br />N <br />BUCK lifS AN!-4CR <br />'AAsoN q f INS7 T <br />LLA I 1 _�N PEC'D ONL 1 NS h>.J.TiON <br />2x x B ICK ON 2X BUCK <br />f0K Btjc< <br />A <br />p <br />sFE 1,`D- <br />IkULIJIDN SHOW" I R Ai,,: E TIP HEAD _1 Suki ACE BELT 4 f4c� D <br />FDR PEF[�EtCE <br />z <br />DOOR <br />2x BuIcy <br />VASCNIRf <br />SEE 140TE 2 <br />0 <br />51 # i S x 2-3i4, SMS RjCK k4040C.1411 LAAMI -Rime. Af,CfYDP <br />7 ( �) 0 1 C 314- SMS RE -� C ONLY ',YiEN <br />Hk� 3U KTO IAL LLY-)" <br />> 52 <br />MLLLICIN <br />HEAD AkAB <br />L! <br />SEE, PL<IE :2 1 9 12x 1 2' S.+15 <br />MLU04 DETAIL 0 <br />YLAWGN C+'AIL ae <br />N075: SILL TEEL ?LATE 4 HEAD 41 0 1i 1 <br />d <br />4' Dco %a or: 2x bv��* r�qQre o �4r,�m cme�yorlce to :i l l,'4- C, <br />e-bedrna,til and o mirimum 4%1�cara�-& to,),1yocent lopcors. of equat cor<,ete V�raws from <br />o-jilf"reni Toil hce alfforon, ec� dlsfcr�ca ar,_1 coctar Topcon ;ocafi✓,s <br />a fhe corars, and a! astragal &0cQfbns L�q to rnantuin te n's-imurr, edge fisfaroce to <br />a)u- -,C�Llsfed to <br />EN ;1 be e im.m <br />edge d--stance to Addifio-,cf T:;pcoos �,j b--qLwed - ensure ffe maknv�- or co�rlef <br />Jmen5x)r is -tof exc--mad. <br />2. /4'!5Y corcrete see i anchork%; f, <br />,or,e and/Lo re.:7,je c rrir4,iLm 2-;/2' c!eorLvfce lo e,:k <br />gel, a <br />r-virimurr, embe�drr9nt ord a minimum 3" clearance to cpYpcenl concrete screws. 3LbsfiPj5on of <br />r-qu�d concrafe from a :1iffei-epi xpp4af racy rce dif'ara-n, edge d,sfj,,Ce and cenler 6:varce <br />Tc;>co,. $qco�ius at the ccwafs. and of ustag� ic-cctf�� rr�jy be iqlWed to mcintoO If'-a H;f*E WAA <br />mir,ii,x,m ��Te to nl�ocllx joints. if Topco, Jocuficns as 'MAX ON CENTUk"r.mf be ac*,sled <br />to rr)ai,fcir the edge data to -,,rfar�cinhr Add lion,:tl ',jpco,-j �cy b-- req.�-,d fD e,me tl,- <br />nva>k.um or, cerfer crmels;or is not excelqded It <br />3. 3,': 6* 9W cox-,ete sce,,s Dr<;1,or.rg frame and /c+ sid,,eq,+e Q 2.5/8" :Iecro;,ce tl: -,:soref <br />a I - 1/4' rr*rirnum amt�--arr,--nt joj :; nirw-urrn 2 -t/ C 0--crome to --��facanf corcrete screws unless <br />c1her-se noted by concrete s,:rc-, monufoctra� <br />St <br />z <br />2 1, ` LAIN <br />YASONR' -X;E M,-SO Pi <br />EDGE <br />37 <br />N/ ',k I. <br />-T— <br />-c ALI Ailc)ll <br />� �_ <br />13' - r2 <br />261 <br />,,EE -4C'E I <br />7RI <br />'4CR :X7E11CR <br />.-- <br />Ns UA <br />SEE ^AOIE 3 <br />�J�VEVOCAL CROSS SECTION <br />h30d & All -t- !ell # 13 :3' 1 <br />IDATE <br />10 / 21:-j" 12 <br />NO <br />SCALE <br />DE5fSN 5ER✓ICE5 INC. <br />MOBILE/ OFFICE 352-206-5a2l <br />OFFICE FAX 3-32-5aa-2342 <br />S. HANLEY P o Box 1325 CAN ANTONIO <br />FLA, 33576 <br />EMAIL: Ii�Is�40rocsmbartqmai 11 <br />SEE OU! 6E-AiL <br />- -'-.� __ I -1 a._� \ � r - n3" i 611 !—� � {61) <br />3 <br />t <br />4" <br />Z. <br />N <br />BUCK lifS AN!-4CR <br />'AAsoN q f INS7 T <br />LLA I 1 _�N PEC'D ONL 1 NS h>.J.TiON <br />2x x B ICK ON 2X BUCK <br />f0K Btjc< <br />A <br />p <br />sFE 1,`D- <br />IkULIJIDN SHOW" I R Ai,,: E TIP HEAD _1 Suki ACE BELT 4 f4c� D <br />FDR PEF[�EtCE <br />z <br />DOOR <br />2x BuIcy <br />VASCNIRf <br />SEE 140TE 2 <br />0 <br />51 # i S x 2-3i4, SMS RjCK k4040C.1411 LAAMI -Rime. Af,CfYDP <br />7 ( �) 0 1 C 314- SMS RE -� C ONLY ',YiEN <br />Hk� 3U KTO IAL LLY-)" <br />> 52 <br />MLLLICIN <br />HEAD AkAB <br />L! <br />SEE, PL<IE :2 1 9 12x 1 2' S.+15 <br />MLU04 DETAIL 0 <br />YLAWGN C+'AIL ae <br />N075: SILL TEEL ?LATE 4 HEAD 41 0 1i 1 <br />d <br />4' Dco %a or: 2x bv��* r�qQre o �4r,�m cme�yorlce to :i l l,'4- C, <br />e-bedrna,til and o mirimum 4%1�cara�-& to,),1yocent lopcors. of equat cor<,ete V�raws from <br />o-jilf"reni Toil hce alfforon, ec� dlsfcr�ca ar,_1 coctar Topcon ;ocafi✓,s <br />a fhe corars, and a! astragal &0cQfbns L�q to rnantuin te n's-imurr, edge fisfaroce to <br />a)u- -,C�Llsfed to <br />EN ;1 be e im.m <br />edge d--stance to Addifio-,cf T:;pcoos �,j b--qLwed - ensure ffe maknv�- or co�rlef <br />Jmen5x)r is -tof exc--mad. <br />2. /4'!5Y corcrete see i anchork%; f, <br />,or,e and/Lo re.:7,je c rrir4,iLm 2-;/2' c!eorLvfce lo e,:k <br />gel, a <br />r-virimurr, embe�drr9nt ord a minimum 3" clearance to cpYpcenl concrete screws. 3LbsfiPj5on of <br />r-qu�d concrafe from a :1iffei-epi xpp4af racy rce dif'ara-n, edge d,sfj,,Ce and cenler 6:varce <br />Tc;>co,. $qco�ius at the ccwafs. and of ustag� ic-cctf�� rr�jy be iqlWed to mcintoO If'-a H;f*E WAA <br />mir,ii,x,m ��Te to nl�ocllx joints. if Topco, Jocuficns as 'MAX ON CENTUk"r.mf be ac*,sled <br />to rr)ai,fcir the edge data to -,,rfar�cinhr Add lion,:tl ',jpco,-j �cy b-- req.�-,d fD e,me tl,- <br />nva>k.um or, cerfer crmels;or is not excelqded It <br />3. 3,': 6* 9W cox-,ete sce,,s Dr<;1,or.rg frame and /c+ sid,,eq,+e Q 2.5/8" :Iecro;,ce tl: -,:soref <br />a I - 1/4' rr*rirnum amt�--arr,--nt joj :; nirw-urrn 2 -t/ C 0--crome to --��facanf corcrete screws unless <br />c1her-se noted by concrete s,:rc-, monufoctra� <br />St <br />z <br />< <br />N/ ',k I. <br />-c ALI Ailc)ll <br />261 <br />Ns UA <br />SEE ^AOIE 3 <br />C27, <br />- <br />S7,1LLA-;01 <br />�126,1 i'S7,AAATK N <br />SEE N077 3 <br />i <br />A <br />LA1rH &EA.3W <br />DETAIL <br />II <br />z <br />z <br />x--T )2,1241-2 <br />DETAX <br />SURrACF KAI 4 S;U <br />—6x 7 <br />1�- — — F-I <br />THEMA TRU SWING DOORS, <br />FL APPROVAL * IE5040A <br />DAVID W. SMITH, M6. PE, <br />FLORIDA LIG.* 53608 <br />352-521-08ia5 OFFICE 352-521-Carol FAX, <br />99013 WALLA5TON [DRIVE DADE CITY FLA. 33525 <br />1 HEREBY CERTIFY THAT I HAVE PREPARED <br />AND REVIEWED THf5 PLAN AND FOUND IT TO BE <br />IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA <br />BUILDING CODE 2010 EDITION, <br />DAVID W, SMITH M3, FE, <br />