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MATERIAL PROTECTION 'I ALL LATCH/LOCK AND HINGE HARDWARE 1qg'1I2'MAX OVERALL FRAME WIDTH J�L�TE�O TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. 37�/4'MAX. �q•MqX 37 114'MAX. � FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH � GLAZEDI2-Ox6-8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3!4'MAX. p IDENTIFIED IN THE FBC. 35 3/4'MAX. 72 1/4'MAX. PANEL WIDTH J � PANEL WIDTH DOUBLE PANEL WIDTH m � GENERAL NOTES SEE DETAIL A i THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 U [C �� THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE 6 6 Z O Q c� SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN OTE 6 OTE 6 Z W LL o�p EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM W Y =ap E331-00 AND ASTM E330-02. � J Q r 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED f Z��$_ �Z��8� 2��8, `z��8, 1 � n �� PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. NOTES: = M A X. M \\""'A X. M A X. � J � Q 3. PRODUCT ANCHORS SHALL BE AS LISTED ANO SPACED 1_qLL VIEWS FROM EXTERIOR. � D.L.O. O.L O D.L O. D.L.O. � � � M Y� A S S H O W N O N D E T A I L S.A N C H O R E M B E D M E N T T O B A S E W �,,,/ 2-MULL POSTS 8 DOUBLE BACK = WIDTH IDTH WID WIDTH o w MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � Y" _ 4. DESIGNEO PRESSURE RATING SEE TABLE I,PAGE 1. �AMBS ARE INTERCHANGEABLE. Q a � 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) � � W 3-SURFACE BO�T NOT REQUIRED FOR `L I 26 E ' < REQUIRED FOR DOORS AND SIDELITES. � °� a 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, APPLICATIONS REQUIRING DP-45 OR � � � A J � � O INCLUDING OVALS,SUNBURST AND ROUND-TOPS,ALSO „ LESS. ¢ 7 g p � � � � w O INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS �� 4-MASONRY AND CONCRETE INSTAL- �NOTE � � NOTE 4 0 0 BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. �TION DETAILS. � K � �n W� 7 SCALE BASED ON 11x17 SHEET SIZE. 5-POSITION AND NUMBER OF o g p NOTE 2 \ ZS N E X �p w A!vCHORS!N HINGE JAMS,LATC4 a O W r z _ 8.ALL 1X 8 2X TO BE 0.55 SPECIFIC GRAVITY OR ��AMB-ORSIDELITE-JAMB-VUIL-L-BE—=�NOTE _ _ _ _ _ _ _ _ _ _ _ � �O� O _ GREATER. THE SAME REGARDLESS OF ROUGH � � �� Q o� a OPENING TYPE. FOR HORIZONTAL � � � �3� J CROSS SECTION IN 1X BUCK OPTION p�� w IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED i j�p Y Q SHEET 8 FOR DETAILS. x o°� m V DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN B B ASTRAGAL � �w`x w a OTE 4 NOTE 4 Z � FACE SHEETS:THE FACE SHEETS ARE GLUEO TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR 5 SURFACE BOLT 5 5 6 DBL-BACK �F N y r SUBSTRATE WITH LMC ADHESIVE. DETAILS. SEE NOTE 3 JAMB MULI POST � m`-' a CORE DESIGN:THE CORE CONSISTS OF 1-125 POUND DENSITY MULL POST SEE DETAIL B � � a EY,PANED POLYSTYRENE(EPS). SHEET 6 QUAD UNIT(OXXOI o w o SCALE:1/2"=1'-0" °� � ¢ PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED DESIGN PRESSURE RATING (OUTSWING NON-IMPACT) a c� a FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED p} STEEL.THE FACE SHEETS ARE BENT 90°OVERTHE 1.688'X 1.0" �WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION � � 3°� LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS w Z 38,400 psi.THE 1.688'X'1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w �O W w ROLLED-FORMED GALVANIZED 25-GAUGE(.018'MINIMUM)STEEL. SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS � �Z Q W m THE WOOD LOCK BLOCK IS 1.688"X 3 1/8'X 12" POSITIVE �+45 �+55 +30 POSITIVE +45 +55 Z �W�z�� FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE ~o LL c7 w a a Z NEGATIVE �5 -55 -45 NEGATIVE _q5 -55 �"� �=o O CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A i--o z_,c� NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 O o o F-a W=j CLADDING.CORNERS ARE COPED,BUTTED,&SEA�ED USING a�Q�o a�� SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING TABLE OF CONTENTS �NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) � N FOUR 16 GA.7!'16"X 2"STAPLES PER CORNER.THE SILL AND SIDE SHT# DESCRIPTION R p T l O=O H L E N G T H/O H H E I G H T I S E Q U A�T O,O R G R E A T E R T H A N,1.0 0 � JAMBS ARE FASTENED USING THREE 76 GA.7/16"X 2"STAPLES 1 TYP.ELEVATIONS 8 GENERAL NOTES N N N�w , PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED 2 TYpICAL ELEVATIONS N � m r'¢ THROUGH THE HEAD&SILL USING THREE#8X2-1/2"SCREWS PER 3 7yp�CAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E. � � NtO� AND THRES O D'WH�ERE A METAL STRIKE PLATE S FASTENED�D 5 ERTICAL CROS SECTIONS 8 B.O.M. ��`��`ES'F rr'��R�e:2015.01 07 14:55:55�OS'OOument o c7 m¢� USING TWO i16 X 1�/2"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS � � •• Z OH LENGTH BOTTOM ASTRAGAL BOLT EACH FIXED PANEL IS SECUREO INTO � HORIZONTAL CROSS SECTIONS � � � ��• $''-�'P % onre g/12/OS THE FRAME USING FOUR 16 GA.7116"X 2'LONG STAPLES PER 8 HORIZONTAL CROSS SECTIONS � �' y' I:� = 9 ANCHORING IOCATIONS&DETAILS ��' �� = HERMES F.NORERO 5�AS NOTED STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY 8 �p ANCHORING LOCATIONS 8 DETAILS * ' {r. � * FLORIDA P.E.N0.73T78 THE FIXED PANELS J FRAME JOINERY ARE SEALED AT THE \ � : owc.er: WBD ANCHORING LOCATIONS ��:. �TPT y' :� 398 E DANIA BEACH BLVD. c H K,e r. S.F R E Y EXTERIOR USING 1199 SILICONE. �� �Z UNIT COMPONENTS&DETAILS �H % O '-:9[�qP,= �u`� SUITE 338 13 VENTLITE DETAIL � D I RHE7CHT �.�.� ,. ,.G\.�` ORAwINGNO �4 VENT LITE MATERIAL LIST � HEIGHT % SS �"" � `� DANIA BEACH,FL 33004 i� /pNAtE �� FBPECERT OFAUTH.N0.29578 �W�Z2�08 • � '��///lllllll��` SHEET� OF �4