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-- - ---- -- - - - ---- - '---�� <br /> _ _ =70.25'MA)C=OA-FRAME-WIDTH_ <br /> ----74:5'MAX.-O.A♦_FRAME WIpTN� <br /> JELI�+V:ENQ 47���! .875'M'. �25' J5' J5'MU[L 15.5"AtN(.OA <br /> 36.625'M,LY.OA �. �m'. SIDEUTE FRAME WIDTN <br /> COMOUHSSTEELp00R.WOPDEOGf PANEL WIDTH ���'aA .875` 36'MAX OA 14'MNf. OA. <br /> &=8"OPAQUEOUTSWlNGlfFfFilCl UdQRUNlT$ WJASTRAG�+!!. p�d�DTH � 7YP. (�PAMR YilDTN � PANQ N1DTN Q <br /> WITf/dW/Tf/011TNOl�/MPACTSIDEUTES > � <br /> m �� <br /> GENERAL NOTES � � � � � � � Z� y a�F <br /> INACTIVE ACTNE 6'MAX. .� �' <br /> f. THIS PROOUCt IS OE5IGMEQ TO COAlPIY WRN INE CURREM ftORIDA 8U!!.DlMG $�• gp- % l �W�pTMQ' W� ti � <br /> CODE AND HJS BEEN iESTEO IN ACCORDNJCE WIiH NIGH VELdCi11'HURRICANE � �. }� Y � <br /> ZONE f1lMZ'REQUIREMENiS. aA OA � ^"t a' <br /> 2. W06D BUCKS BY OTHERS,Mi15i'8E ANCHORED PROPERtY TD iRANSFER p�� pqN� 63.125" d � '� � <br /> LOADS Ttl THE STRUCIURE. NA� y�G}R MAX. W �..�i� <br /> 3.PROOUCT ANCH6RS SNA[t 8E AS UStID AA+D SPACm PER rWCHOR LdfJi710N p� � � � �" <br /> DltAWIN6S.ANCHOR EMBEDMENT TO&ISE MATEaIAL SNALL 9E BEYOND WAl1 8a 25^ e gt_25• e Q��'�� <br /> DRESStNC OR StttCCO. � � HQCNT <br /> 4. SEE iABLE 1 ON THIS SHEEf FOR DESICN PRESSURE RATINGS. q,p, @ OA @ <br /> 5. THIS PRODUC7�TNE WAIER REQU�REMENTS FOR"HVHZ�ZONES. SEE FRAME �E <br /> INE DESlGN PRESSURE CHARi BF1.OW. kE1Gh7 ka�M ,y � <br /> 6. DOORS ARE tMPACT R4TED AND DO NOT REQUIRE MIAMI-DAOE �i <br /> APPROVED lMPACT RESISTANT SNUTfERS. _ <br /> 7. MAtAMt-D/tDE APPROVED IMPAC7 RESiSiANT SHUTIERS ARE REOUIRED '� <br /> FOR SIDELITES Fu�g,� o� <br /> 8. SIOEttIES ARE AN OPitON AND CAN BE tlSED M A SINGLE OR pOUBIE ciNr.�F OL�NG IMpAGT c+O� d'o <br /> CONFlGUt7AT10N. $`''^ <br /> NU R fOXO}�'jl NON-tA{PACT �c� cn� <br /> 0.75' 0.625' ' � Q`�' ¢ <br /> 0.625' SmF7rt�'c VI�p FROM_EXfERIOR ��� Q� <br /> RESR3ENT7ACtNSUtATEDS7EELOQ6R{Gammantaetfhamecartd�fions) �'co � �`" <br /> �Q(,�OI�NG IMPACi UtJIT{XXi $ z <br /> VlElYF_D fRQM IXJERlOR 107'MAX. OA FRAME WIDiH 2 z j_ <br /> COMPONENTCONS7RUCTIQNS: 3Z75'MAX.OA ,$7�' � <br /> 125` .75'MUtt. 15.5�A{AX. O.A. m <br /> �ace sheets:24 ga. (0.0207 minimum thickness, Galvanized Steel A-525 �E��TM 7YF• B4R TYP SIDELIiE FRAME WIDTH � '�"'..�' s � <br /> cornmercia!quality-AKpQ per ASRA 620 wfih aremge minimum yield J8.625'MAX. QA ��'� �� <br /> stren th F ave.}=p4,60D si. .g�s•iyp. 36'MAX.OA P���pTM 36'MAX. OA td'MA% DA �_�� <br /> 9 Yt P �PANEL WIDTH � W AStRACA! PANEL WIDTH � PANEL WIQhI F o 0 <br /> e i n•Fxpanded polyskyrene with t.0 to 1.25 l6a./cf densit};6y f �14$�o <br /> JELD-WEN, INC. <br /> Qoor Pane!Constmction:The acWe and inattive panels are constructed from '�J � � � � � � � �#"°p � <br /> 24GA (0.020'min.}ga�vanized steeL The face sheet tops and bottoms ore � a I �o a <br /> bent 90'over the kop ond 6ottom rails.The top t12 rai!meosures t.67' � � 6�� x x x� <br /> wide x 1.042'high.The steel bottom roiY is roll formed 0.021'gaNanized Z � � 1NACiNE aCTNE OA. D.LO. �5���� <br /> V <br /> sise!measvring t.67'wide x t.2t'high. ihe sides of the faca sheet are &!' (� 80� �i � ��� � <br /> roll foimed onto the LVL latch sGle and Ponderosa Pine hinge stile which MAX. �'P� � MAX. <br /> mensure t.67�x 1.0�7tia lnterior caaky is frtled with potys�ni TN8� OA � � OA ��� <br /> face sheets ore gtued to the patystyrene. �r"�'j PANQ. PANEI. 6J.125� ��, <br /> Fixed Lite Const.: The sash is canstructed(rom 24CA. {0.02Q'����� HE1GM > � � Ka� �' �`Q"`a�'� <br /> steei.The ed es af the face sheet are 6ent 90'over ihe c <br /> and glued to9it. The sidelite panels are routed to teceive !h� �i 81.25" 7 Z �i' 8t.25' e G Hp M ��� z=� <br /> Frames or fha optionat Trinity Light frames. (5ea sheet 7�j�i�P" MAX. c � . ' MAX• @ ������a <br /> details.) )he lite lromss are sealed wf QSD glazFng cemp¢pp nQ!!e� �E �E �� Z�� <br /> ezterior. '� ��i3 �'��-a� <br /> Frome Constructian; The lmmes are constnreted/rom Ponderaa"��e' � HOGHi HElGFff � l ���� <br /> r <br /> mepsuring t.25'wide x 4.5825'�deep.fie door ond Sideli t� ;�p �o�8�� <br /> are mortised and butt joined to the side jambs and attn� ������ <br /> 2'x 7fi6'crown wire stoples. ibe units use a standard r�/� �^�.N N N <br /> thmshold measuring 4.Q41'deep x !.Q'high.7He tliresha�i�t�h� a o 0 0 <br /> Qqilpl F OL�NG IMPACT a--- a+a� <br /> the frame with 3 16CA 2'x 7 i6'crown wire sta les.(p cr o.-�a- <br /> OJS' 0.625' ,`� I I t t�j���� SID���EWEDlFROM-t MEXfE�210R ^'n e.o w n <br /> T A B L E O F C A N T E N T S .�1 0. P�' 0.625� `�� F. � �..w ci c�co¢ <br /> Stft DESCRtPAON \�9UfSWtN6 lMPACT UNR fX} � • � wre: 9-11-01 <br /> 1 GENERAL NOTES AND TYPIGU.ELEVATi0N5 V7EWE0 FROIA EXTERIOR �� w.����• '• 'P �� <br /> 2 VERACAL CROSS SECItONS AND 8ttt OF MATER TABLE 1: ., �� 7 ;C? � sra��: N.7.S. <br /> Prepared By: <br /> 3 HORIZONTAL CROSS SECTIONS DE51GN PRESSURE RATINC-WHERE W�1ER � pW�,gy; ,J� <br /> 4 N{}RtZON7N.CROSS SEC7IONS AFtD N07ES MRLIRA7u1M REIXAREkt7tTlS NEFDID � -a� T T : Cr � Q a�K.er:S. SAFFELI. <br /> 5 ANCHORING LOCAiIONS AND UETAILS 9NaE DOOR Uh7f(X ON,X0,tl%0) +66 psf-70 pst ;,7� '; ' �� � ow,vnHc r�o. <br /> B Ah'GHORtNG COfiA7I0NS Ah'D Qt7A1tS WJ14U NOM-tllPACi StDQ!!FS O . P�� tt✓ <br /> 7 �iLAZING DETNLS OWBI£ROOR UrUf QO(,O1fX,JIXO,O1�(Of DlgitallyslgnedhyHermesF Norero.P•E. ��i p�R�� ,T � BUILDING DROP5, INC. $�-Q�Q¢ <br /> 8 UMT COMPONFNiS w��_��y�s +5]psf-57 pst Reasan:i am approving thls document �� �. Phona:954-399-8478 <br /> Date:2015.021812:44:49-OS'00' �c r�uj qN zes�e Fax:954-744-47J8 st�EET 1 oF 8 <br />