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JELDIVEN® CONTOURS STEEL DOOR,WOOD EDGE TABLE CONTENTS FULL LITE,5-0 X 8-0(O/OXO) SHT# DESCRIPTION INSWING/OUTSWING 1 GENERAL NOTES 2 INSWING ELEVATIONS 24 GA. NON-IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m 0 5 INSWING VERTICAL CROSS SECTIONS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 6 INSWING HORIZONTAL CROSS SECTIONS F— CD to It FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 7 INSWING HORIZONTAL CROSS SECTIONS Z 0 JQ co BEEN TESTED TO ASTM E330-02,E331-00,E283-04&AAMA 1304-02. DOOR SYSTEMS HAVING 8 OUTSWING ELEVATIONS — a LL N SIDELITE/FRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 9 1 OUTSWING VERTICAL CROSS SECTIONS Z Y =00 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 10 OUTSWING VERTICAL CROSS SECTIONS w Q I—, TO THE STRUCTURE. 11 OUTSWING HORIZONTAL CROSS SECTIONS : — Q v 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR 12 OUTSWING HORIZONTAL CROSS SECTIONS n 2 1A EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 13 ANCHORING LOCATIONS I j n J 2 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 14 ANCHORING LOCATIONS ro co Y O- 5. SCALE BASED ON 11X17 SHEET SIZE. 15 ANCHORING LOCATIONS&DETAILS 6.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 16 UNIT COMPONENTS 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED ON ALL UNITS WHERE RELEVANT. 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION w REQUIRESTHAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED o N w AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH/OH w O�_ HEIGHT IS 1.0. 00-} hrn oof w DOOR LEAF CONSTRUCTION: .O p O FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC 0 O 0 Z ADHESIVE. 0 q U J J m Q CORE DESIGN:CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANDED POLYSTYRENE(EPS), w-T J w PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF F to Lu 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA Z N SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X 1.0" LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL THE 1.688"X 1.203"BOTTOM RAIL TABLE 1 OF O CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK BLOCK o 0 LL N o IS 1.688"X 31/8"X 12"FINGER JOINTED PINE.INSULATED GLAZING CONSISTS OF TWO 0.125" DESIGN PRESSURE RATING a U cc TEMPERED GLASS PANES SEPARATED BY A 0.25"AIR SPACE. ODL LITE FRAME MEETING DESIGN PRESSURE RATING: STEEL SKIN RECEIVES DOW 1199 SILICONE OR EQUIVALENT. g Y SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, SINGLE DOOR WITH&WITHOUT w INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING w CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.25"AIR SPACE. SIDELITE(S)AND/OR TRANSOM Q FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. INSWING POSITIVE +50 w EL z THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM NEGATIVE -50 ¢w¢ to CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN a a U O ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM OUTSWING POSITIVE +50 O F o rn FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE 98X2 FH WOOD SCREW PER CORNER. NEGATIVE -50 0()O INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED .0 0 FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED.BUTTED, a a co SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF S.S. NOTES: �w 14 AND ONE#8X2 FH WOOD SCREW PER CORNER.ALL FRAME JOINERY ARE SEALED AT (0.087")ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH 1- ALL VIEWS FROM INTERIOR. 1w THE EXTERIOR USING DOW 1199 SILICONE. AND THE GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE 2-MASONRY AND CONCRETE CONSTRUCTION. ri o TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLASS PROVIDES A 0.50"AIR GAP. ``1\111I I1��7j7' WOOD. THE FRAME CORNERS ARE JOINED USING RABBET JOINTS,SILICONE SEALANT AND FOUR 16GA X 7116"X 2"LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TODOOR/SIDELITEIS CREATED BY SANDWICHING SILICONE SEALANT Digitally signed by Hermes F.Norero,P.Elv - .p °^TE 12131/09 BETWEEN THE JAMBS OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED Reason:lam approving this document Z SCALE: 112"=1' ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X T SCREWS Date:20t4.12.0917:11:33.05'00' 7 owc.sG.LUBBECKE ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A WOOD MULLION COVER - - IS THEN INSTALLED OVER THE ENTIRE LENGTH OF THE EXTERIOR JOINT,SEALED ro . T T = CHK.9Y: S.FREY WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16'X 2"STAPLES. pFLa s ° �jne CRAVING NO: euK�yGoaoPs : JW172009 I BEACH FGPE CE O. UTHOR L mh4�0.29578 SHEET 1 OF 16