18-19536 - Laserfiche WebLink

Browse Search

MATERIAL PROTECTION 1. ALL LATCH/LOCK AND HINGE HARDWARE 148 1/2"MAX OVERALL FRAME WIDTH JELBrWEN® TO BE OF CORROSION RESISTANT MATERIAL OR CORROSION RESISTANT COATED. FRAME WIDTH 37 1/4'MAX. 74'MAX. FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH 35 3/4"MAX, p GLAZEDI2-Ox6-8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4'MAX. 721/4"MAX. PANEL WIDTH J IDENTIFIED IN THE FBC. PANEL WIDTH—' DOUBLE PANEL WIDTH 0] GENERAL NOTES SEE DETAIL A uj 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET 6 U 0 THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE 6 OTE 6 6 OTE 6 Z d ¢� SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN z w u 00 EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM LLI Y X 00 E331-00 AND ASTM E330-02. Q Q 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED 21 1/8' 21 1/8" 21 118" .01 21 1l8" —7-1 ❑ n LO PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .j M Q NOTES: = MAX. MA AX. MAX. O = U1 n J= 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE 1-ALL VIEWS FROM EXTERIOR. w D.L.O. + D. .O. D. O. ' D.L.O. c9 COY D 2-MULL POSTS&DOUBLE BACK = WIDTH DTH WID�-I WIDTH o w MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � x 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. JAMBS ARE INTERCHANGEABLE.(SEE OPTIONAL CROSS SECTIONS) 26 w 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE w REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR E ;000.. APPLICATIONS REQUIRING DP-45 OR O 7 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, LESS. J r INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO 7 B __, D INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS �� 4-MASONRY AND CONCRETE INSTAL- NOTE 7 0 NOTE 4 0 0 BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. CATION DETAILS. � 7 25 rn "w 5-POSITION AND NUMBER OF o N E ❑w fn z 7.SCALE BASED ON 11x17 SHEET SIZE. ANCHORS IN HINGE JAMB,LATCH a0 8 0 NOTE 2 O w U) z 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR JAMB OR SIDELITE JAMB WILL BE ; NOTE m <❑0 O O GREATER. THE SAME REGARDLESS OF ROUGH o \ / f r g 0 3 j OPENING TYPE. FOR HORIZONTAL O CROSS SECTION IN 1X BUCK OPTION o Q w IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED =0 m m v SHEET 8 FOR DETAILS. L I I DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN g g ASTRAGAL w- w o' OTE 4 NOTE 4 z w o w FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR 5 SURFACE BOLT 5 5 6 JAM BACK LL U,E w JAMB MULL POST SUBSTRATE WITH LMC ADHESIVE. DETAILS. MULL POST SEE NOTE 3 SEE DETAIL B n ❑ CORE,DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY SHEET 6 QUAD UNIT(OXXO) o wy EXPANED POLYSTYRENE(EPS). of SCALE:1/2"=1'-0" PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED DESIGN PRESSURE RATING (OUTSWING NON-IMPACT) FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED In m STEEL.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0' WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION O LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL. THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED CO O AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS w z 38,400 si.THE 1.688"X1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH w r O w w p ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MINIMUM)STEEL. SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS z qw 3 W THE WOOD LOCK BLOCK IS 1.688"X 3 1/8'X 12". POSITIVE �+45 *+55 +30 POSITIVE +45 +55 z w LL z to FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE NEGATIVE -45 -55 -45 NEGATIVE O w O�O=og CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A 45 55 ❑t 0 z J ❑¢w- c9m NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 0 d O a❑❑O_U w CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE OF CONTENTS y 0.❑a O SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) w 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 N N o o w JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES 1 TYP.ELEVATIONS&GENERAL NOTES a w PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED TYPICAL ELEVATIONS N rn F THROUGH THE HEAD&SILL USING THREE#8X2-1/2"SCREWS PER 3 TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E. ;:I N fO❑ END.A 3/8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD 5 VERTICAL CROSS SECTIONS&B.O.M. ``��TYPICAL ELEVATIONS �tls F.Llrr��Reason:I am approving this document O AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED Cry p 6s5e:2015.01.07 14:55:55-05'00' ❑ O m a z USING TWO#6 X 1 1/2"SCREWS TO RECEIVE THE TOP AND 6 VERTICAL CROSS SECTIONS —OH LENGTH _ BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO 7 HORIZONTAL CROSS SECTIONS Z�,:'�C. Ao DATE: 8/12/08 THE FRAME USING FOUR 16 GA.7/16"X 2"LONG STAPLES PER 8 HORIZONTAL CROSS SECTIONS / " RERO scuE:AS NOTED STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& 9 ANCHORING LOCATIONS&DETAILS f HERMES P.E.F.N O.737 10 ANCHORING LOCATIONS&DETAILS * ' * FLORIDA .E N0.73778 DING.BY: WBD THE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE \ 11 ANCHORING LOCATIONS -O ' T�T♦L 398 E.DANIA BEACH BLVD. CHIC BY: S.FREY EXTERIOR USING 1199 SILICONE. \ ON 1� ' 12 UNIT COMPONENTS&DETAILS O ••;9( P,� <4 SUITE 338 13 VENT LITE DETAIL \ OO Ht1cHr % �_�� DANIA BEACH,FL 33004 DRAWING NO.: 14 VENT LITE MATERIAL LIST \ DOOR ��s`S/ONAL E�G� FBPE CERT.OF AUTH.NO.29578 JW122008 SHEET 1 OF 14