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MATERIAL PROTECTIQN 7-� 7. ALL U�TGH/LOCK AND HINGE HARDWARE �qg 717'NAX OVERALL FRAME Lti9DTH ��NO TO BE OF CORROSION RESISTANT MnTERIAL _ � OR CORROSION RESIS7ANT COATED. 37��4�MAX �p 37 1;�1•hL45(. 74'MAX. FRFN,tE W107H � GLADIATOR;FINISHIELD GLAZED WOQD EDGE 2. ANCHORING COMPONENTS MUST M[ET THE `FRANe WIDTH� DOUBLE FRnME WIDTti 35 314"MAX. j � 12-Oxfr80UTSWING STEEL DOOR SYSTEM CORROSION RESISTANT STRNDARDS AS 35 314'MAX. 72 114^MAX. � PANEL WIDTH � O IDENTIFIE�IN THE FBC. PANEL WIDTH DOUBLE PANEIN!IDTN ENEHAL NOTES SEE DETAIL A � � �� 1, THE PRODUCT SHOWN NEREIN{5 DESIGNED TO COMPLY WITH SHEET 6 Z 0.�m THE CURRENT FLORIDA BUILDING COOE(FBC)BASED ON THE 'OTE 6 OTE 6 Z W �� SIGNED AND SEALED DATE.INCLUDING HVHZ AND HAS dEEN I f w .j =�p EVALUATED IN ACCORDANCE WITH TAS 202-9G AND AST�,1 I E331-OD AND ASTM E33IW2 I � � ¢`t 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED �21 tiE' �21 118° 21 118" �2��8' �� PROPERLY TO TRANSFER LOAOS TO THE STRUCTURE. NOTES: i Mp�C MA�� ax. MAX. p � �j r J 2 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED �.All VIEWS FROM EXTERIOR. W D.L.O.J D.�.O. �D.L O. D.L.O. � C7 � � Y�' AS SHOWN ON OETAILS.ANCHGR EMBEDMENT TO BASE �j � WIDTH 2-h1ULL POSTS&DOUBLE BACK = �NIDTN DTH WID � _ MATERIAL SHAIL BE BEYOND V dA Lt D R E S S I N G O P.S T U C C O. � � n. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. JAMBS RRE INTERCHANGEABLE. � (SEE OPTIONAL CROSS SECTIONS) Ad 26 � Z 5. FLORIOA APPROVED IMPACT RESISTANCE SHUTTERS ARE 3-SURFACE 80LT NOT REQUIRED FOR � m a REQUIP.£D FOR DOORS AND SIDELITES. APpLICATIONS REQUIRING DP-SS OR � � 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLHZING, LESS. A J � ~ INCLUDING OVALS,SUNBURST AND ROUN0.TOPS.ALSO q_MASONRY AND CONCREfE INSTAL- � 7 NOTE 4 � � INCLUOED ARE INTERNAL AND EXTERNAL GRID,BLINDS /C.� NOTE BETWEEN GLASS,EXTERNAL UVROUGHT IRON AND O[CO. �TION DETAILS. � N 5-POSITION AND NUMBER OF � \ 2$ �lq�E � `n 7.SCALE BASED ON 11 x17 SHEET SIZE. x, NOTE 2 � �� Z ANCHORS IN HINGE JAMB,LATCH ,�N O T E / � ��p O 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR JAMB OR 81�ELITE JAMB VJILL BE \ / � w q w a GREATER. THE SAME REGARDLE55 OF ROUGH � y g� d �w r J O?ENING TYPE. FOR HORIZONTAL Z 0 N w CROSS SECTION IN 7X BUCK OPTION � �w� IN MASOURY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED o O� m U . SHEET 6 FOR pcTA1LS. \\\ 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION�N ASTRAGAL ¢�� y � DOOR LEAF CONSTRUCTION: y OTE 4 � NOTE 4 gL-BACK �� y FACE SHEETS:THE FRCE SHEETS ARE GLUED TO THE CARE AND MASONRY;CONCRETE, SEE SHEET 6 FOR SURFACE BOLT � S O e 5UBSTRATE WITH LMC ADHESIVE. D ETAILS. SEE NQTE 3 SEE DETAIL B �AMB MULL P6ST � ¢ MUIL POST CORE DESIGN:THE CORE CONSISTS OF 1-7.25 POUND OEYSITY SNEET 6 OUAD UNIT iOXXO) o� � EXPANED POLYSTYRENE(EPS). SCALE:1/2'=1'-0" a a PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED (OUTS�I;ING NON-IMPACTj FROM lW0 SNEETS OF 25-GAUGE(.018'MINI�IUA1)GALVANIZEO DESIGN PRESSURE RATING �> STEEL.THE FACE SHEETS ARE BENT 90°OVGR THE'I.6d&'X 1.0' �'WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION � 3 m LVL(LAMiNATED VENEER Ll1M6ER)STILES AND TOP R.41L.THE REQUIREA9ENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED W Z AVERAGE MIN YIELD STRENG7H OF 25 GA SHEET STEEL SKiN IS WITNOUT w��H WITHOUT WITHOUT �`�TH ��W m W 3$.400 psi.THE 1.688'X1,203'BOTTO;d RAII CONSISTS OF SURFACE BOLTS Sl1RFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE 80LTS J Z��m ROLLEC-FORMED GALVANIZED 25-GAUGE{.019"MINI"fUM)STEEL. q TtiE WOOD LOCK BLOCK IS 1.689°X 31f8°X 12" POSITIVE +45 °�+55 +30 POSITNE +45 �W�Z~`° FRAME CONSTi2UCTION:THE FftAME JAMBS&H[AO ARE +55 LL�, w=y Z CONS7RUCTED OF WOOD.7FiE SILL IS COMPRISED OF A NEGATIVE d5 -55 -45 NEGATIVE �$ -55 a?�v�,�-� �roWx> NAN-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUN TABLE 1 �p a a�� CLADDING.CORNERS ARE COPED,BUTTED,8 SEALED USlNG TABLE OF CONTENTS f.s"' SILICONE. THE HEAD AND SIDE JAPSBS ARE FASTENED USING NOTE:UNIT SHALI BE INSTALLE�AT LOCATION PROTECTEO BY OVERHANG SUCH THAT OVERHANG(OH} ' � FOUR 16 GA.7l16'X 2'STAPLES PER CORNER.THE SILL ANO SIQE SHT# DESCRIPTION RATIO=OH LENGTH(OH HEIGHT{S EQUAL TO,OR GREATER TNAN,1.0 �°.� c o� JAF.IBS ARE FASTENED USING THREE 16 GA.711 fi'X 2'STAPLES TY'P.ELEVATIONS 8 GENERAI NOTES � `�'°~ PER CORfJER.THE VERTICAL SOLID MULLION IS FASTENED TYP AL ELEVATIO'S ��a Digitally signed by Hertnes F Norero,P.E. m �`O� THROUGN THE HEAD&SILL USING THREE kAX2-172'SCRE4MS PER TYPICAL ELEVATIONS t�t��lr� END.A 318'HOLE IS DRILLED AT Thl[CENTER OF THE FR/1ME FiEA� TYPICAI EIEVATIONS ```�� S F J�' �i��Reasort:l am approving this document � AND THRESHOLD VUHERE A METAL STRIKE PLAT[IS FAS7ENED VERTICAL CROSS SECTIONS 8 B.O.M. � �� y�r0 .9ace:2072.09.27 17:53:55-04'DD' V �¢z USING TWO#o X 1 1I2'SCREWS TO RECEIVE THE TOP AND VERTICAI CROSS SECTIONS �OH ttNCTN� E307'70M ASTRAGAL 60LT. EACH FIXED PANEL IS SECURED INTO � HOF?IZONTAI CROSS SECTIONS � � �^�`� 8;72108 �S HORIZONTAL CRQSS SECT NS � �'•,� ��•,'-p� '' >�t�.AS NOTED THE FRAb7E USING FOUR 16 GA.7/if,"X 2'LONG STAPLES PER �/ - HERMES F.NORERO STILE FASTENED THROUGH TNE JA1dQS.ALL MUlL1aN JOIhERY 8 ANCHQRING LOCATIONS 8 DETAILS I Y �a ; 7 _ 1 ANCHORING LOCATtONS&DETAILS \ = * ':°��.~�� •= * FLORIDA P.E.N0.73T78 s�x nv. WBD THE FIXE6?ANElS i FRAME JOI(vERY ARE SEAL.ED 0.T THE 7 ANCHORING LOCATIONS \ p� '� �� :�� 3�E.D SU'RE 338 H BLVD. �t.K�': S.FREY EMERIOR USING 715�J SILICONE. a� � O �;:' � ` eH.•a�ner.o: UNIT COMPONENTS 8 DETAIIS � H�T � ,�.'-.'� , 2 � 13 VENT LITE DETAIL � �y I ��F`S,''••.....••' �j�; DANIA BEACH,FL 33004 ��yl?2008 1 VENT LIT[MATERIAL LIST \ H i�T ��i S��NAt-�� FBPE CERT.OF AUTH.N0.29578 '��/(l1111111�\�� Sn_ET�of 74 - Cer�fication No.: tiltoo4 c�r-�2 9 t c+1.a z.. Reviewed 8y: Date Reviewet�- '