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TE .DV i N@ 74"MAX.OVERALL FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS 6-0 X 6-8(XX)&5-4 X 8.0(OlOXO) 36 3/8'WITH SHT# DESCRIPTION p 1 INSWING ELEVATIONS&GENERAL NOTES n INSWING/OUTSWING ASTRAGAL 2 INSWING ELEVATIONS 24 GA.STEEL IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS 0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND / 5 INSWING INSWING VERTICAL CROSS S SE SECTIONS F � FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS b J LO BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS z O Q co SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 26 8 1 OUTSWING ELEVATIONS (L LL N HAVING SIDELITFJTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. O�`. F 9 OUTSWING VERTICAL CROSS SECTIONS Z a:co NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. s 25 10 OUTSWING VERTICAL CROSS SECTIONS UJ - 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER O w 11 OUTSWING HORIZONTAL CROSS SECTIONS J Q V LOADS TO THE STRUCTURE. 3: 12 OUTSWING HORIZONTAL CROSS SECTIONS n 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR m U w 13 ANCHORING LOCATIONS I j n _jj= > R' z14ANCHORING LOCATIONS M Y(-EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 6 . aa. 15 ANCHORING LOCATIONS&DETAILS 4. FOR DESIGN PRESSURE RATING SEE TABLE I.SHEET 1. 16 UNIT COMPONENTS 5. SCALE BASED ON 11X17 SHEET SIZE. 2 NOTE 2 \ / NOTE 2 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. m \ / W 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION \ / w_w REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN O W INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH O O I LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE O o.4! z If 390 4w ASTRAGAL A B C)(0 a DOOR LEAF CONSTRUCTION: NOTE 2 o''T z W z FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) JLO WLu THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) F j m z z CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND co w Q w �w DENSITY EXPANDED POLYSTYRENE(EPS). ?o Z N z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF O 0? 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o Z z SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X 1.0" TABLE 1 00 _ LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688'X 1.203"BOTTOM RAIL CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK DESIGN PRESSURE RATING BLOCK IS 1.688"X 31/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: t�i� m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, W INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH 8 WITHOUT DOUBLE DOOR z w CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. Q z z SIDELITE(S)AND/OR TRANSOM W/0 SIDLITE OR TRANSOM x¢O FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. U=E- THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE +55 +55 W W h., CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 0 O v O ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM o OO w FRAME CORNERS ARE COPED,BUTTED.SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w v w THREE 16GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING =o w INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 55 55 L N FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, q SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTES: N o AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. o N ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CO NSTRUCTkYN11I11,,, ci RECEIVER PLUG SCENTER OF THE ILL INSERTEDOTO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING LD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE ,,,OSS F. 0//I��i m¢O EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" % z UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A f� �� DATE: 12/31/09 igson:signed r Hermes F.ocume,P.E METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH � ��•• "O eason:l am approving this document ; SCALE: 1/2"=1' BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD 7 -^ ate:2014.1 i.l 1 10:0434-05'DO' CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO t!8 X 2 112" IN PLACE WITH 16GA X 7/16"X 2'STAPLES. �* * = DwG.BvG.LUBBECKE SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" = W CHK BY: S.FREY ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE �ronw O •1k, fi.� DRAWNG NO: TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF �� FO �a"oo°rn��``� GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �� JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7116"AIR GAP. FBPE La°}�tf�lil.-ItEn No.295"!e SHEET 1 OF 16