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MATERIAL PROTECTION �T T'T� 1. ALL LATCHtLOCK AND HINGE HARDWARE L I�V TO BE OF CORROSION RESISTANT MATERIAL 148 1/2"MAX OVERALL FRAME WIDTH OR CORROSION RESISTANT COATED. 37 MAX. 371/4"MAX. d ME WIDTH MAX. 74'DOUBLE FRAME WIDTH tt7 FiNISHEElD/GLADEATOR STEEL DOOR FRAME WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH GLAZEDI2.Ox6.8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35314"MAX, p � IDENTIFIED IN THE FBC. 35 314"MAX. 721/4"MAX. PANEL WIDTH > EC PANEL WIDTH F DOUBLE PANEL WIDTH m O GENERAL NOTES SEE DETAIL A 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 (j F- C v THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE 6 OTE 6 6 OTE 6 Ir Q cf) SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN 'F EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM W W S 00 E331-00 AND ASTM E330-02. F-GO 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED f � lye 6 PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 21 1/8' 21 1/8" 21 1/8" 21 1/$° LD n 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED NOTES: x MAX d� �AXF J m S 1-ALL VIEWS FROM EXTERIOR. D.L.O. D. .O. D. O. D.L.O. Y O AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE Lu LLE to MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2-MULL POSTS&DOUBLE BACK z WIDTHDTH WID�i�I WIDTH d w 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. JAMBS ARE INTERCHANGEABLE. x 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) w REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR > 26 1�pj ¢ 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, APPLICATIONS REQUIRING DP-45 OR O 7 w INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS. ° B rw- o INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS Z�' 4-MASONRY AND CONCRETE INSTAL- :ENOTE4 V o n BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. LATION DETAILS. NOTE 4 7.SCALE BASED ON 11x17 SHEET SIZE. 5 POSITION AND NUMBER OF m 0 NOTE 2 25 N E rn a:,w n ANCHORS IN HINGE JAMB,LATCH 8 0 o f 8.ALL 1X&2X TO BE 0.55 SPECIFIGGRAVITY OR 1 NOTE w z JAMB OR SIDELITE JAMB WILL BE d o m o GREATER. THE SAME REGARDLESS OF ROUGH O O ¢ OPENING TYPE. FOR HORIZONTAL 3 w CROSS SECTION IN 1X BUCK OPTION O rn p tC= w IN MASONRY/CONCRETE,SEE Vf�!XED INACTIVE ACTIVE FIXED -0 w SHEET 8 FOR DETAILS. L4 WOO m v DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN ASTRAGAL m.-1xa ELFACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE,SEE SHEET 6 FOR 4 SURFACE BOLT 5 6 NOTE 4 DBL-BACK rN SUBSTRATE WITH LMC ADHESIVE. DETAILS. SEE NOTE 3 \\\ JAMB MULL POST rLL CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SEE DETAIL B b o EXPANED POLYSTYRENE(EPS). SHEET 6 QUAD UNIT(OXXO) o rwy PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED SCALE:1/2"=11.0° a O a FROM TWO SHEETS OF 25-GAUGE(.018°MINIMUM)GALVANIZED DESIGN PRESSURE RATING (OUTSWING NON-IMPACT) STEEL.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" °r o> WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION m m LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USEDVIIA REQUIREMENT IS NOT NEEDED AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS {n O 38,400 psLTHE 1.688X1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w Uj w ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MINIMUM)STEEL. SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS g F_z�w j THE WOOD LOCK BLOCK IS 1.688'X 3 11$"X 12". POSITIVE *+45 T+55 +30 POSITIVE +45 +55 a - m FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE z w�z 2Q m NEGATIVE ~o E 0 w E a z CONSTRUCTED OF WOOD.THE SELL 1S COMPRISED OF A -45 -55 -45 NEGATIVE 45 -55 U w I=z a O Odw?�1 .00 NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 O O o�❑ui s� CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING o a o a o Lu0.U w TABLE OF CONTENTS a O¢O¢ TA SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) a a FOUR 16 GA.7/16"X 2"STAPLES PER CORNER.THE SILL AND SIDE SHT# DESCRIPTION RATIO=OH LENGTH/OH HEIGHT IS EQUAL TO,OR GREATER THAN,1.0 0 JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES 1 TYP.ELEVATIONS&GENERAL NOTES N o PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED TYPICAL ELEVATIONS N N O O{L v -m Q THROUGH THE HEAD&SILL USING THREE#8X2-1/2'SCREWS PER TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E w c"3 o END.A 3/8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD TYPICAL ELEVATIONS ```11ts F ll+Iil7 Reason:I ig approving this document AND,THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED 5 VERTICAL CROSS SECTIONS&B.O.M. 0 O son:I am approving 4:55:55 is document USING TWO#6 X 1 112"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS �� .y„1 7 o U m 4 Z off�Ncni—{ BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO 7 HORIZO TAL CROSS SECTIONS ( � p DATE: THE FRAME USING FOUR 16 GA.7116"X 2"LONG STAPLES PER 8 HORI70 TALCROSS SECTIONS -Z" 1.0 HERMES F.NORERO sca E: 8/12/0$ STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& 9 ANCHORING LOCATIONS&DETAILS T AS NOTED THE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE 1 ANCHORING LOCATIONS&DETAILS =* ! =* FLORIDA P.E.NO.73778 OwG.BY.. WBD EXTERIOR USING 1199 SILICONE. 11 ANCHORING LOCATIONS \ v Tf 398 E.DANtA BEACH BLVD. —"' 12 UNIT COMPONENTS&DETAILS \ on '•, fJ CH .BY: S.FREY 13 VENT LITE DETAIL \ HEIGHT % Oo DP.'2� SURE 338 DRAWING NO: 14 EACH,FL 33004 VENT LITE MATERIAL LIST \ HHr ''�� NALNGi FBPECEDANIRTOFAUTH.N0.29578 JW12200$ ,�tltllt ti�ittt�l sHw 1 OF 14