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HomeMy WebLinkAboutSTEEL DOORSSCANNED BY St. Lucie Covin v J1+L19 TV JP,1'1® %7LCG1 CONTOURS STEEL DOOR, WOOD EDGE 8.0 OUTS WING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODIC INC. AND ENDURA PRODUCTS INC. GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC). INCLUDING HVNZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAB 201-94 TAS 202-94 TAS 203.94 2. WOOD BUCKS BY OTHERS, MUST BEANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO; 4. DESIGNED PRESSURE RA77NG SEE TABLE1. PAGE 1. 5. THIS PRODUCT MEETS THE WATER REOUIREAfENTS FOR HIGH VELOCITY HURRICANE ZONE (HVNZ) 6. PRODUCT DOES NOT REOUIRE SHUTTERS DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021"min) thickness. Galvanized steel A-525 commercial quality AKDO perASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Design: Expanded polystyrene with 1.0 to 1.25lbs density, byJeld-Wen Ina Panel Construction. The active and inactive panels are constructed from 24 GA (0.021"min) galvanized steel The face sheets at top and bottom are bent 901 over the top and bottom rarls. The top rail measures 1.0" high x 1.688' wide. The steel bottom rail measures 1.21" high x 1.688" wide. The sides of the face sheets are roll formed into lire Latch and hinge stiles which measure 1.00" high x 1.688" Wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed With tempered and laminated impact 1" 10. On double door applications the inactive door is fitted will) an extruded aluminum astragal o16063-T5 alloy, manufactured by Endura. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4-9116" x 1.114". The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7116" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA_ 7116 " crown x 2" long staples on each side. Glazing: ODL insulated lite is 1 " overall thickness, consisting of one (1) pane of a 125" tempered glass; 0.5" air space; two (2) panes of a 125" annealed with .090' PVB interlayer by Solulia. All lites are sandwiched glazed into the panels. � [ 2>00 e 73 15/16" MAX. OVERALL 37 1/2" MAX. FRAME WIDTH FRAME WIDTH 36 7/16" MAX.35 —{ I` " MAX. PANEL WIDTH PANEL4WIDTH W/ASTRAGAL 20 MAX 2— rs 20 AX 2 2 MAX 2 D.L.O. p w = D.L.O. D.L.O. d w 2 Lo W i6 d 10 INACTIVE 0 ACTIVE 15 3192NOPP. m2h�n r'i A C 4 n n C E O C m T rn 4 3 �� 4 m SINCLE OUTSWLIOG UNIT O1 REF ASTRAGAL BOLT ITEM # 12 SCALE,- 112" =1'-0" frr- rr _'f' : f' TABLE I DESIGN PRESSURE RA77NG APPROVED FOR USE WHERE PROTECTION FOR WATER INFK.TMTION IS REOUIREO POSITIVE 450.0 PSF NEGAI IVE -5D.0 PSF TABLE OF CONTENTS SHEET d DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS 5 ANCHORING LOCATIONS 6 1 COMPONENT DETAILS 7 UNIT COMPONENTS DOUBLE OUTSN'INC UAW (XX) SCALE• 112" =1 '—O" NOTES: 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1 X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR VERTICAL ANCHOR IN i X BUCK OPTION IN MASONRY/CONCRETE. SEE SHWPL111Mr9EfAILS Ilgned by Hermes F Norew, P. am approving this document 5.07.0217:06:4S -"00' 0 � C Ord Ot��7 p m N oN �a0 o�� m a ya� O -j 70 to In q ti LL v r t A co O a LL E m Y Z ON I- WZ J Ug aZ T CJ; Dar. eY: EAG �O w� ` i.7'J7T>� cHK. er:S. SAFF DRAWING NO.: tlAo �i (`lill. 708'.F80ELRM. JW0509-01 2B5Ta SHEET 1 OF 7 �© OWo -.� J.._.-..... - t21 i ® • I ® \III O O m O N a=yN6 o 00 to +a0co00 Y S mca y v a Qr-LL `N wn« x aR 3 cQ Eca LL Y W Ljjz O�o Z K O .UO wo: oaw y�-'j ohm cn� G0 7 O W�p�UO En p w aowOD Z ~m �+ 21 �¢ n IN E R rn 00mcn r7 21 I Mao m rn 30 21 21 wcD�z NOTES: m 28 30 "'''" `' Q FOR TAPCON MASONRY AND WOOD SCREW ANCHOR LL rn o N 29 27 SPACING (ITEMS #5 & #34)• SEE SHEET 5. z Z M 27 28 2 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN w a -� o 27 29 28 29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS, w o uj w V) OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW to a w w T1 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ro to o 5/8 MAX. 1 34 a ^ to o - 5/8 MAX. 1 1/2" MIN. EMB. SO�S F• 0 rxiw o v m¢ 0 _ 19 ••' y4 'A '^ DAM 215108 * : 7 � * C SCAM AS NOTED " MIN. �z Di Q o ` Owo. er: EAG 1 1 „ _ 2 ;" T T r tv ante er,S. SAFFEL —I 1 " MIN. 1" MIN. '0 �4�nLM o" �� JW0509-01 3 A C 3 B V C S S X'�A",>r11F'sti'° 2 WOOD FRAXE INSTALLATION SCALE 6" =1'-0"' 2 CONCRETE INSTALLATION SCALE.• 6" =1'-O" _ _ - revec€�f/orptM`J!+} ,Jim- siiur 2_ OF - Item DESCRIPTION Motedol 1 SIDE JAMB 1 i 4"x 4 9 16 FINGERJOINTED PINE PINE 2 HEAD JAMB 1 1 4 x 4 9 16 FINGERJOINTED PINE 3 4 x 4 BUTT HINGE 12GA .089" MIN) STEEL 4 #9 x 4" PHILLIPS FLATH WOOD SCREW STE L 5 #10 PHF SCREW WITH 1 i 2' MIN. EMBED. Si EL 6 #10 X 2 PHILLIPS FLATHEAD WOOD SCREW S L 7 #8 X 3 PHILLIPS FIATEHEAD WOOD SCREW 8 BXI- PHILLIPS FLAT HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP TO=LON ODS-650 VINYL 11 OUTSWING THRESHOLD ENDURA ALUMINUM 12 ASTRAGAL. THROW BOLT STEEL R00 5 16' x 18 STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 GD. 1 i6CROWN x 2' LONG Si STEEL 15 KWIKSET LOCK SERIES 400 STEEL 16 KWIKSET DEADBOLT SERIES 7BO STEEL 17 ENDURA ULTIMATE HUR (CANE ASTRAGAL ALUMINUM ASTRAGAL BOLT S IKE PLAT ON 1301FUM SILL STEEL FIG 2x WOOD BUCK WOOD NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 F IMPACT IG ASSY. BY ODL GLASS 23 1 8 iEMPEREQ GLASS GLASS 24 3 8. LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK 1.688 x 3.125 x 48 LC Ut TOP RAIL FINGER JOINTED LVL LVL 27 BOTTOM RAIL 25GA MIN CALV IZED STEEL STEEL 28 EXPANDED POLYSTYRENE 11.0 10 1.251Ds DENSITY BY JELD-WEN FOAM 29 STEEL DOOR PANEL SKIN U41ERIA 24GA GALVANIZED A-525 COMMERCIAL QUALITY 0.02V MIN, THICK. STEEL V 30 ODL A LI 06 T ALUMINUM 31 HINGE SIDE STI RNCER plNTEO LVL Lw 2 LATCH SIDERE FI 0 JOINTE LVL 01. 3.3 8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 34 3 16" ITW BUILDER TAPCON MTH 1.25 MIN. EMBEDMENT STEEL 35 OPTIONAL 1x WOOD BUCK WOOD 36 ODL FOAM IN PLACE GASKET FOAM t f 35 3/4" PANEL n!_ N \HORIZONTAL CROSS SL�'CT/ON TYP u 3 WOOD INSTALLATION (SCALE.• 6" 5 a 34 1 1/4" IMIN. EMB. 1/4" MAX. 1" SHIM MIN. SEE DETAIL A MIN. SHEET 7 15 28 29 DETAIL SHTE6 f r, rg'\_ASTRACAL ROSS SECTION TYP. 3 (SCALE: 6" =1'-0") 0 Q© d SHEET 7 o 1,�W,,A- 1 ®11 i YT i° �170S rA 1=113/16 19 n/ n 1 HORIZONTAL CROSS SAMON TER '"' 3 1FOOD INSTALLATION (SCAM- 6,, =1'-0") 1 1/4- MIN. EMB. �— 1/4" MAX. SHIM 1•. SEE DETAIL A MIN• SHEET 7� 1• �w 31 V-1._tfORl7,ONTAL CROSS SECT/ON TYP. �! 3 CONCRETE INSTALLATION (SCALE: 6"=1'-0") NOTES: ASTAGAL FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS). 2Q LATCH AND OEAOSOLT STRIKE PLATES 610UM TO A5IRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE JS X 3' PHILLIPS FLAT HEAD WOOD SCREWS. 3� 2x BUCK TO SUBSTRATE FASTENING MAY U71UZE OPTIONAL 3/16" ITW BUILDER TAPCON, > FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS J5 & #34). SEE SHEET 5. FOR HORIZONTAL ANCHOR IN IX BUCK OPTION N MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 1"111111111/t, OPTIONALLY, ANCHOR CAN BE PLACED IN NARRON SECTION OF AS MINIMUM EMBEDMENT IS ACHIEVED. Z p 0 `av�rrn -' �vm Om Oc')N Q t 00 N O d °a0co coCO Bs co yr� O -j co O In 01 caU. E R Y ugti W�Z 2 � � O O C9� U o—m O �0Lu 0 U FQ 3m J¢ =0 WWyI� z HOLM d N ;o = zmin 1 U a 7 SCALE AS NOTED (TWO. BY. EAG y cHK. W.-S. SAFFE owmw No, JW0509-0i 71 SHEET 3 OF 7 i . 96 3/4' MAX. OVERALL FRAME HEIGHT �dIN EMS 0 Nq x w ~ y A V D Im1 3 —� 78 5/8' MAX. D.L.O. O D N m � P 95 1/4--PANEL N L s Z — i Q i Z o DZ i NN m�Z0 M a v G ° ° �i C) + m O NmN O O i C07 (n r ? rn 0 co 2 A n monl v V -4D I I V 41 N ?— �D, ir PANEL THK. NT m -` O ZpO - j Sm V� y -'~�'• N w 2y� N 2 ? 2 A •1 . .r v' r m 2 z o ,%11111111/, —T m? m 6 ova y 'm .• •,, �i x N m o _ 4 .. a g C fat to • :%) O S N N /�� V OLj ci0 •O m A Loom O VVV��'VVV Or PRODUCT: CONTOURS STEEL DOOR, WOOD EDGE � �vt E 1 1 5 H EDITION FBC SM o ©n �, D 11 ENERAL REVISION GL B-0 OUTSWING IMPACT GLAZED I N D O W S t DOORS `' �' C 2 5 08 ADD CONC. DWG. EAG SINGLE OR DOUBLE DOOR UNIT 3737 Lakeport Blvd. Io to T z B 4 8 06GENERAL 12 17 04 REVISION REVISION DR PART OR ASSEMBLY: Klamath Falls, Oregon 97601 o A NO DATE GENERAL gy 1X BUCK & OPTIONAL INSTALL IN Ph. 541 882-3451 ( ) „�1f rn REVISIONS ONCRETE/MASONRY CROSS SECTIONS Fax (541) 850-2609 W", II v I� O 37 1 /2" 96 3/4" REF. 6" Ca } 6" DETAIL C T 6 n I � mm ` iM En(n mm A` r Np c) D r 0 8 1/4 D z 58 1/8" ;n 84 1/8" pD ti 96 3/4" REF. m f 6" — 1- 14-1/2" TYP. 01 w d N } n 37 1 /2" I N � 1{ N _ m m N D I --- 34 1/8" 58 1/8- 84 1/8" t� i9(�E�R •�F• O� e ��rrrrnnu���'� i o Iv o ; w n n'ii zo a w o m PRODUCT: CONTOURS STEEL DOOR, WOOD EDGE B-0 OUTSVIING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT TFJ-N. Jwixnows a D0028 3737 Lakeport Blvd. Klamath Falls, Oregon 97601 Ph. (541) 882-3451 Fax (541) 850-2609 E 1 5TH EDITION BC SM D 11117 10 GENERAL REVISION GL C 2 5 08 ADD CONC. DWG. EAG B 4 8 O6GENERAL REVISIONDREWPART OR ASSEMBLY: ANCHORING LOCATIONS & DETAILS A 12 17 04GENERAL REVISION NO DATE BY REVISIONS DETAIL A-IIINGF .1IOUNTING DETAIL SCALE.- 3" =1•-O" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP D'1) DETAIL E �'YPICAL ASTRAGAL RETAINR'R BOLT HOLE SCALE.- 3" =1'-O" ANCHOR © EXTERIOR SIDE EXTERIOR 2 13 7 34 2 0 •m r� w.om�rn 0 0 0 00 0omN 0 0 Q •' N0 ,� `o ycoLn �� 3334 ( m L5oo INTERIOR 13 11 17 Rf D. V x DRILL 3/8" ASTRAGAL 1 i x � aIL RETAINER BOLT HOLE 33 E THRU FRAME/MASONRY 3334 Y x 1-3/8" DEEP DETAIL B DETAIL C DETAIL D _TNROWBOLT STR/KE PI,ATF, tfOUNT/NC STRIXE PLATE, S TO ./A IIBS STRIKE P/,ATES TD ASTRAGAL w SCALE.- 3" =1'-O" SCALE.- 3/8" = •-0" SCALE.- 3/8" =>'-0" o 4ti w N O N O C9� VI i oaw n 1 ohm C? oo z WZO y w z 0 0 Go Nz ir N i •I �O� � U N 36 1/2" x 1 /4" CU-D SPACER Flo z o o CON v Y z0 eU a 1 �tn E-iOC.1 m 1/8" TEMPERED GLASS n"�o t` c� m0�00 1/2" AIR SPACE 4• US o In in OxU(x(if 0.090" PVB Z v 1 INTERLAYER BY w cl v C EASTMAN CHEMICAL w w w °i 36 EXTERIOR o �waww G 30 21 1/8" ANNEALED } --5/8" GLASS zz o 0 oh I DETAIL F - ENDURA ASTRAGAL DETAIL G - ODL BITE N m ao FASTENER SPACING USE #8zl" PPH WS G A71NG RETAIL ISULATED GLASS N ? N SCALE.- NTS SCALE- 6" =1 •-0" �O`�GS F. IV, 7 I scAl-c-AS NOTED * = Dwo. 6Y: EAG fl T T cw. . er:S. 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