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HomeMy WebLinkAboutProduct Approval NAMI NOTICE OF PRODUCT LINE CERTIFICATION 0 Certification No.: NI009861-R5 Page 1 Date: 04/14/2009 Revision Date: 01/20/2020 Certification Program: Structural Company: Jeld-Wen eo a Code: 1822-1 The"Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria have been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen Gladiator/Finishield Glazed Wood-Edge Steel Double Doors with Glazed Fixed Side-Lites Test Report: NCTL-210-3558-1 & NCTL-210-3558-1A Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The head/jamb corners were fastened with three (4) 16 ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side jambs with three (3) 16 ga 1/4"crown x 2" long wire staples at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 25 gauge (0.018" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8" sheets of clear tempered glass. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 Certification No.: NI009861-R5 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Global 2.3 Sills: Endura,AFCO See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMI at(804)684-5124. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 NOTICE OF PRODUCT CERTIFICATION _..f�, eERrip�A�> r ro Company: Jeld-Wen Exterior Doors Certification No.: NI009861-115 Page 3 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls,OR 97601 Expiration Date: 10/31/2028 Revision Date: 01/20/2020 7t�C h Ar ' Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Outswing Opaque Size Pos/Neg Rated Comments X I/S or Glazed 352"x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-lA Single O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) X I/S or Glazed 3'2"X 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Single O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OX/XO I/S or Glazed 673"x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-1A Single w/Sidelite O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details:JW I22008(1-14)/JW 192008(1-14) OX/XO I/S or Glazed 693"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-]A Single w/Sidelite O/S Max Panel Size:3'0"x 67'Daylight Opening: P9"x 5'3" w/Surface Bolts Installation Details:JW I22008(1-14)/JW 192008(1-14) XX I/S or Glazed 6'2"x 6'10" +45/-45 No NCTL-210-3558-1/210-3558-IA Double O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details:JW 122008 1-14/JW 192008 1-14 XX I/S or Glazed 652"X 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Double O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/Surface Bolts Installation Details:JW122008 1-14/JW192008 1-14 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: )04 NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: NI009861-R5 Page 4 3737 Lakeport Boulevard Certification Date: 04/14/2009- }m , Klamath Falls,OR 97601 Expiration Date: 10/31/2028 Revision Date: 01/20/2020 t �enr�:wr�s� Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Outswing Opaque Size Pos/Neg Rated Comments OXX/XXO I/S or Glazed 913"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Double w/Sidelite O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXX/XXO I/S or Glazed 9'3"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Double w/Sidelite O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/Surface Bolts Installation Details:JW I22008(1-14)/JW 192008(1-14) OXO I/S or Glazed 934"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-IA Single w/Sidelites O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" g w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXO I/S or Glazed 9'4"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Single w/Sidelites O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" g w/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXXO I/S or Glazed 12'5"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Double w/Sidelites O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details:JW122008 1-14/JW192008 1-14 OXXO I/S or Glazed 12'5"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-1A Double w/Sidelites O/S Max Panel Size:3'0"x 67'Daylight Opening: 1'9"x 5'3" w/Surface Bolts Installation Details:JW 122008 1-14/JW 192008 1-14 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: MATERIAL PROTECTION 1. ALL LATCH/LOCK AND HINGE HARDWARE 1481/2"MAX OVERALL FRAME WIDTH JELD�VEN® TO BE OF CORROSION RESISTANT MATERIAL o OR CORROSION RESISTANT COATED. 371/4"MAX. 74"MAX. 37 1/4"MAX. FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE 2. ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH GLAZEDI2-Ox6.8 OUTSWING DOOR SYSTEM CORROSION RESISTANT STANDARDS AS 35 3/4"MAX. p 35 3/4"MAX. 72 1/4°MAX. PANEL WIDTH > cc IDENTIFIED IN THE FBC. PANEL WIDTHFDOUBLEPANELWIDTH mO GENERALNOTES SEE DETAILA 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH SHEET6 U J LO THE CURRENT FLORIDA BUILDING CODE(FBC)BASED ON THE 6 Z O Q m SIGNED AND SEALED DATE:INCLUDING HVHZ AND HAS BEEN OTE 6 MOTE 6 Z W LL"CN Do EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM ::::�fl w `L =OP E331-00 AND ASTM E330-02. 3 g ~Q a 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED F 21 118" f 21 1/8° 21 1/8" f 21 1/8" 0 n 2 L5 PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. \q J n _ 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED NOTES: VIEWS FROM EXTERIOR. w D.L.O. D.O D.L O. D,O. LU �'`� Y O_ AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE 2_MULL POSTS&DOUBLE BACK w WIDTH IDTH WI i WIDTH o w MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. JAMBS ARE INTERCHANGEABLE. _ 4. DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. w 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE (SEE OPTIONAL CROSS SECTIONS) 26 Z REQUIRED FOR DOORS AND SIDELITES. 3-SURFACE BOLT NOT REQUIRED FOR > E m a- 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, APPLICATIONS REQUIRING DP 45 OR O 7 J °' O INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO LESS. 7 B p 0 0 4-MASONRY AND CONCRETE INSTAL- 2 NOTE 7 INCLUDED ARE INTERNAL AND EXTERNAL GRID,BLINDS C NOTE 4 0 ❑ BETWEEN GLASS,EXTERNAL WROUGHT IRON AND DECO. CATION DETAILS. � 7 25 rn w w 5-POSITION AND NUMBER OF O N E p w m 7.SCALE BASED ON 11x17 SHEET SIZE. ANCHORS IN HINGE JAMB,LATCH m NOTE 0 NOTE 2 p W z 8.ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR JAMB OR SIDELITE JAMB WILL BE ¢❑c9 GREATER. THE SAME REGARDLESS OF ROUGH \ ❑00 z OPENING TYPE. FOR HORIZONTAL ` J CROSS SECTION IN 1X BUCK OPTION o 0 9 w IN MASONRY/CONCRETE,SEE FIXED INACTIVE ACTIVE FIXED w 0 O } SHEET 8 FOR DETAILS. W❑`O m v DOOR LEAF CONSTRUCTION: 6-FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN ASTRAGAL w x 5 fi OTE 4 5 5 6 NOTE 4 DBL-BACK z w o w FACE SHEETS:THE FACE SHEETS ARE GLUED TO THE CORE AND MASONRY/CONCRETE, SEE SHEET 6 FOR SURFACE BOLT w F N 0 SUBSTRATE WITH LM w C ADHESIVE. DETAILS. SEE NOTE 3 JAMB MULL POST Lu w CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND DENSITY MULL POST SEE DETAIL B a ❑ SHEETS QUAD UNIT(OXX0) o ry EXPANED POLYSTYRENE(EPS). SCALE:1/2"=V-0" z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED OUTSWING NON-IMPACT) D. C7 a DESIGN PRESSURE RATING FROM TWO SHEETS OF 25-GAUGE(.018"MINIMUM)GALVANIZED � In STEEL.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION O ❑3 LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS In 0 w z 38,400 psI.THE 1.688"X1.203"BOTTOM RAIL CONSISTS OF WITHOUT WITH WITHOUT WITHOUT WITH W w~O w w SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS z CO ROLLED-FORMED GALVANIZED 25 GAUGE(.018"MINIMUM)STEEL. Q J w DO THE WOOD LOCK BLOCK IS 1.688"X 3 1/8"X 12". POSITIVE *+45 *+55 +30 POSITIVE +45 +55 Z w LL O a wW (- <(L FRAME CONSTRUCTION:THE FRAME JAMBS&HEAD ARE ❑LL t�w z X a NEGATIVE 45 55 45 NEGATIVE CONSTRUCTED OF WOOD.THE SILL IS COMPRISED OF A 45 55 :3¢❑z� ❑O ❑ W-•.-1 CI In NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM TABLE 1 a s❑❑a o¢Ld�5 CLADDING.CORNERS ARE COPED,BUTTED,&SEALED USING TABLE OF CONTENTS }� SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING NOTE:UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) v 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 N N o o w JAMBS ARE FASTENED USING THREE 16 GA.7/16"X 2"STAPLES 1 TYP.ELEVATIONS&GENERAL NOTES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED 2 TYP CAL ELEVATIONS CN m r THROUGH THE HEAD&SILL USING THREE#BX2-1/2"SCREWS PER 3 TYPICAL ELEVATIONS Digitally signed by Hermes F.Norero,P.E. m N °❑ END.A 3/8"HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAD 5 VERTICAL CROSS SECTIONS&B.O.M. J TYPICAL ELEVATIONS �,ES F 11f����eae:2015 01 07 14:55:55son:I am approving 105'O_.ment ❑ U m Q Z AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED 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 `� QO�� DATE: g/12/OB THE FRAME USING FOUR 16 GA.7/16"X 2"LONG STAPLES PER 8 HORIZONTAL CROSS SECTIONS STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY& 9 ANCHORING LOCATIONS&DETAILS 7 HERMES F.NORERO SCALE:AS NOTED 0 ANCHORING LOCATIONS&DETAILS =* * FLORIDA P.E.N0.73778 Owc.sv: WBD THE FIXED PANELS/FRAME JOINERY ARE SEALED AT THE \ cHk ev: S.FREY EXTERIOR USING 1199 SILICONE. 11 ANCHORING LOCATIONS T T ` 398 E.DANIA BEACH BLVD. 12 UNIT COMPONENTS&DETAILS Hocxr ��O� .• ( P,:�<U � SUITE 338 DRAWING NO.: 13 VENT LITE DETAIL \ DOOR ..••....••' DANIA BEACH,FL 33004 14 VENT LITE MATERIAL LIST \ HEIGHT iiS,ON';EC�G� FBPE CERT.OF AUTH.NO.29578 W12 008 SHE 0 4 112'MAX.OVERALL FRAME WIDTH 111 1/4"MAX.OVERALL FRAME WIDTH 37 1/4"MAX. 74"MAX. 37114"MAX. 37 1/4"MAX. 371/2"MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4"MAX. 36 3/8"WITH 35 3/4"MAX. o PANEL WIDTH ASTRAGAL PANEL WIDTH c0 n 35 3/4"MAX. 35 3/4"MAX. NOTE NOTE SEE DETAIL A p PANEL WIDTH PANEL WIDTH 6 6 6 SHEET 6 NOTE 6 6 NOTE 6 SEE DETAIL A m 0 SHEET 6 f dM U J 21 1/8" 21 1/8" 21 1/8" Z O Q m = MAX. Mw.. AX. Z W U-c\I 00 F `21 1/8" 21 1/8" 21 1/8" W D.L.O. D. .O. O. ' LU =00 = MAX. MAX. �AAAX. = WIDTH �DTH WID l W Q F ,= W D.L.O. D.L.O. D. O, ' p J Q'7 = WIDTH WIDTH WID� J w ^ � p x j G o x w n J 2 W O W co Yd w o x 0 C v v 7ell 2 ¢ A 0 8 A ® Z NOTE O NOTE 4 a V m a m f NOTE 4 NOTE 4 0 8 ;; °0 NOTE 5 NOTE 2 \ NOTE 5 NOTE 2 ONOTE2 O O NOTE 5 NOT w / w FIXED INACTIVE I ACTIVE oai ACTIVE cioz co OTE 4 ASTRAGAL NOTE 4 0� ZO B NOTE 4 NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT 5 0 G� 5 6 6 SHEET 6 JAMB MULL POST OPTIONAL SEE NOTE 3 SEE DETAIL B WOO J w MULL POST SHOWN SURFACE BOLT NOTE 4 DBL-BACK JAMB MULL SHEET 6 x o x m J SEE NOTE 3 112"MAX.OVERALL FRAME WIDTH O w w x POST OPTIONAL 37 1/4"MAX. 371/2"MAX. 37114"MAX. TRI UNIT(OXX)OR(XXO) LL W N mn v TRI UNIT(OOX)OR(XOO) FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE:1/2"=V-0' 0 uJ p it a SCALE:1/2°=1'0" 35 3/4"MAX. 35 3/4"MAX. w o a SEE DETAIL A PANEL WIDTH PANEL WIDTH SHEET 6 6 OTE 6 NOTE 6 a 0 a Do In m �> 21 1/8" 21 1/8" 21 1l8° NOTES: = MAX. MAX, 1-ALL VIEWS FROM EXTERIOR. U w w W D.L.O. D.L O. D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z Z F = WIDTH WIDI WIDTH (SEE OPTIONAL CROSS SECTIONS) F ¢ O p m 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING O w m o 0 o W DP 45 OR LESS. O o w=> > = 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a a a ow O O z 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, ¢ LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME v c NOTE 4 NOTE 4 `-° a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL o O ` oow m m CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, v NOTE 2 c rn m 4 NOyE 2 SEE SHEET 8 FOR DETAILS. Z;l�5 NOTE 5 6-FOR VERTIC ANUM%N 1X BUCK OPTION IN / 6 MASONR>; �f OSCtFriSHEET 6 FOR DETAILS. O m¢—41 % PO�i DATE: 8/12108 FIXED / ACTIVE FIXED * : 7 :__* B�:AS NOTED HERMES F.NORERO DWG.BY: WBD FLORIDA P.E.NO.73778 NOT 4 NOTE 4 t•• T T 398 E.DANIA BEACH BLVD. CHIC.BY: S.FREY SEE DETAIL B �� SUITE 338 DRAWING ND.: SHEET 6 SURFACE BOLT MULL POST SHOWN- TRI UNIT(OXO) �i�tcs••'•••••••'• G� � DANIA BEACH,FL 33004 JW122008 SEE NOTE 3 DBL-BA K J OPTIONAL MULL SCALE:1/2"=V-0" i�i�'SlON';�?���� FBPE CERT.OF AUTH.NO.29578 SHEET 2 of 14 0 CID r` Q m O UCC _� Z_ Oam Z EL w 03 74"MAX,OVERALL FRAME WIDTH W Y =Co 72 1/4"MAX.PANEL WIDTH 6 N Q Lo 74 314'MAX,OVERALL FRAME WIDTH SEE DETAIL A 37112"MAX m 35 314"PANEL WIDTH 35 314"MAX. 35 3/4"MAX. SHEET 6 FRAME WIDTH W M Y EL DETAIL A PANL WIDTH PANEL WIDTH SEE DETAIL A 35 314"MAX SHEET 6F_ SHEET 6 PANEL WIDTH 36 3/8"WITH OTE 6 6 OTE 6 ASTRAGAL OTE6 OTE 6 of O 211/8" o 21 1/8" 21 1/8" MAX. MA 21 1/8 w = MA�( AX, w D.L.O. D. .O. H C9 W w DJ.-.O. D. O. ? WIDTH DTH — O w co J )IDTH WID� o r J _ = WID ¢ m Oz_ m W J O C7 0O 0 Z w> G J0 2 o tl p Q NO 4 0 JNOE4 z NO E4 m a O 0 7 Z =pm m W O a co 8 O 7 ¢ m�x " w w it$ 8 0 NOTE2 NOTE4 2 m OTE4 m z w o Q v \ / LL m NOTE 5 \ n n NOTE 4 ~ N OTE 5 n OTE 5 °o F 8 a: �d 74 OTE 5 D• (D a FIXED ACTIVE 3 m INACTIVE ACTIVE ACTIVE NOTE 4 6 OT 5 NOTE 4 SURFACE BOLT �SEEDETAILB SURFACE BOL� A NOTE 4 < W ASTRAGAL SEE DETAIL B SEE NOTE 3 SHEET 6 SEE NOTE 3 Z ¢f m SURFACE BOLT SHEET 6 SEE DETAIL B O W=0 0 SEE NOTE 3 DUAL UNIT (OX) OR (XO) SHEET 6 SINGLE UNIT (X) o¢ m SCALE: 1/2" =1'—O' SCALE: 1/2" =1'-0" W a a 0 w DUAL UNIT {XX) a SCALE: 1/2" =1'-0" 0 NOTES: N o o w 1-ALL VIEWS FROM EXTERIOR. N a o 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. ONAL CROSS SECTIONS) 3-SURFACE I BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING Z DP-45 OR LESS. 4-MASONRY AND CONCRETE INSTALLATION DETAILS. %.��'� DATE: 8/12/08 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, scALE:AS NOTED LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME * * HERMES F.NORERO Dwc.sr: Wgp REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL - -0 . T T � FLORIDA P.E.NO.73778 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, l W 398 E.DANIA BEACH BLVD. CHK.-: S.FREY SEE SHEET 8 FOR DETAILS. ����� P' �Z�� SUITE 338 DRAWING NG.: FOR VERTICAL IN IX BUCK OPTION 6 MASONRY/CONCRETE,R I SEE SHEET 6 FOR DETAILS. i���'/',S,ON';E�G��p FBPE CEIRT.OF AUTH.NO.29578 sHserW32 o00B4 105"MAX.OVERALL WIDTH 15 1/2"MAX 89 1/2"MAX.OVERALL WIDTH 37 1/2"MAX SEE DETAIL A FRAME WIDTH 15 ME MAX' 74 MAX.FRAME WIDTH FRAME WIDTH FRAME WIDTH 36 3/8 WITH 35 314 MAX 36 318" SHEET 6 14"MAX DETAIL A 35 3l4°MAX co 5 3/4" 14"MAX. ASTRAGAL PANEL WIDTH SHEET 6 PANEL WIDTH MAX W/ASTRAGAL PANEL WIDTH PANEL WIDTH rn D.L.O. 6 OTE 6 NOTE 6 NOTE 6 SEE DETAIL A p 5 3/4' SHEET 6 NOTE 6 J cc MAX.D.L.O. OTE 6 00 O U 'm _j Lo 1 co FNE 21 7 �1 118" % 19 5/8" o Z U�tv MAX. L.Q. M D.L.O. 211/8" 1118" MAX. Z W Go r MAX.L}�0. M D.L.O. D.L.O. o W Y =GO O � W NOT 2 7 0 = WIDTH r ? Q d o = r cD x 0 r U) 7 O NOTE 2 Z a11 G = w w M 8 J -W, cD Y D. NOT O NOTE 4 °r NOTE 4 O � a O NOTE 4 z¢ O NOTE 4 O L 17 2 E NOTE 4 NOTE \ m ^ d A 5 !TE NOTE 5 m °D O wJ OTE5 o!ow FI ED INACTIVE ! ACTIVE FIXED \ w FIfD INACTIVE ACTIVE 1 ACTIVE ¢ O 5 g NOTE 4 SURFACE BOLT g z0 NOTE 4 ASTRAGAL SEE NOTE 3 QUAD UNIT (OXXO) NOTE 4 SURFACE BOLT o r ¢ SURFACE BOLT SEE NOTE 3 SEE DETAIL B SCALE: 1/2" =1�—O" 5 5 SEE DETAIL B 5 _1 O: > SHEET 6 NOTE 4 ASTRAGAL SEE DETAIL B SEE NOTE 3 WOO r w SHEET 6 SHEET 6 =0 a0 m 68 112"MAX.OVERALL WIDTH 53"MAX.OVERALL WIDTH TRI UNIT OXX OR XXO SINGLE VENT UNIT (X) w x w 37 1/2"MAX. 15 1/2"MAX. 37 1/2"MAX. SCALE: 1 2" =1 —0� SCALE: 1�2" =1 —O' LL N < 0 FRAME WIDTH FRAME WIDTH FRAME WIDTH m w x n. NO E 6 35 3/4"MAX. 15 1/2"MAX. 14"MAX.PANEL WIDTH 35 3/4"MAX. o 5 314" 6 PANEL WIDTH FRAME WIDTH NOT 6 PANEL WIDTH a C7 a lih MAX.D. 14"MAX. 5 314"MAX.D.L.O. 6 ❑>. SEE DETAIL A 6 OTE 6 I I PANEL WIDTH SEED ETAIL A OTE 6 M m SHEET 6 SHEET 6 NOTES: w w w 1 1/8" 1-ALL VIEWS FROM EXTERIOR. ¢ m �?1 118" M .D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. z z I¢.•m MAX D.L.O, r (SEE OPTIONAL CROSS SECTIONS) v o=a z _ \ _ 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING =o Q O 0 x w I S2 = DP-45 OR LESS. O o w=> RaaOw 0 7 W x o NOTE 4= w 4-MASONRY AND CONCRETE INSTALLATION DETAILS. G O Lu A w 7 w 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, NOTE 2 z o� NOTE 4 O ¢ u LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o o rn to NOTE 4 O 7 a ` O V ° REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL v N m F JE O NOTE 4 D CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, Q a o¢N SEE SHEET 8 FILS. / ^ NOTE 2 0 6-FOR VERTI,CyYlL 1X BUCK OPTION IN ILILMASON ISM EijSHEET 6 FOR DETAILS. O m¢Z NO NOTE 5 OTE 5 DATE: 8/12/08 7 _ 5�:AS NOTED ul ACTIVE _* , * HERMES F.NORERO DWG.BY: WBD SEE DETA ACTIVE [VJED - o T T FLORIDA P.E.NO.73778 SHEET 6 SEE DETAIL B tv 398 E.DANIA BEACH BLVD. cHK BY: S.FREY SHEET 6 NOTE 4 % •. L P... NOTE 4 5 5 6 i T �� SUITE 338 DRAWING NO.: 5 6 DUAL UNIT OX) OR XO) SURFACE BOLT ��i��Ss,� ""•.��G```�� DANIA BEACH,FL 33004 JW122008 SURFACE BOLT TRI UNIT OXO ( (� NOTE 436 5 SEE NOTE 3 SCALE: 1/2" 1 0 SCALE: 1�2" =1'-0" 6 NOTE 4 SEE NOTE 3 �q��l�N;;%"%.. FBPE CERT.OF AUTH.N0.29578 SHEET 4 of 14 ill MIN. 1"MIN 1" 1"MIN 1. 1°MIN Item DESCRIPTION Material MIN. MIN. 1 HINGE JAMB 1 1/4'x4-518"FINGERJOINTED PINE PINE 2 HEAD JAMB 1 1/4'x4-5/8"FINGERJOINTED PINE PINE 5 28 5 28 `2 5 28 3 LATCH JAMB 1-1/4"x4-518"FINGERJOINTED PINE PINE _ Lg! OTE 1 w OTE 1 w NOTE 1 4 SIDELITE JAMB 1-1/4-x4-5/8'FINGERJOINTED PINE PINE rn SHEETS _" SHEET 6 SHEET 6 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1l2'MIN.EMBEDMENT STEEL j of 29 29 29 6 4"x 4"BUTT HINGE 12GA. .089"MIN STEEL m 0 O = 7 #8 x 314'PHILLIPS FLATHEAD WOOD SCREW STEEL 2 m 2 2 8 #8 x 1 1/2'PHILLIPS FLATHEAD WOOD SCREW STEEL U DC J IT 9 3/16"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL Z O Q C, = m 10 COMPRESSION WEATHERSTRIP LoxSeal650 VINYL Z W U-co 47 F- 11 AFCO A-297 OUTSWING BUMPER SILL 6063-T5 AUCOMPJPVC LU Q H 00 36 SEE DETAIL A 12 DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL LVL J Q 16 SEE DETAIL A SHEETI2 37 ai 13 EXTRUDED ASTRAGAL GLOBAL#79-WATA-OLH-R17 6063-TEAL ALUMINUM 10 SHEET 12co 31 16 SEE DETAIL 16 14 #8 X 1'PHILLIPS PAN HEAD SHEET METAL SCREW STEEL Y a A SHEET 12 15 ATA STRIKE PLATE-R4 GLOBAL PRODUCTS STEEL 31 16 TOP RAIL LAMINATED VENEER LUMBER LVL 30 45 46 30 17 BOTTOM RAIL 25GA 0.018" GALVANIZED STEEL STEEL 30 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL 31 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 21 21 40 20 LOCK BLOCK 1.688 X 31/8"x 12"LG PINE PINE O 1.00"O.A. C 21 ODL LIP-LITE FRAME#686-13KWD NOA:#13-0219.03 POLY-PROP. 0 INSULATED 1.00"O.A. 22 1.00"O.A.INSULATED TEMPERED GLASS GLASS w W TEMPERED GLASS INSULATED O O 23 16 Ga.7/16"CROWN x 2"LONG STAPLES STEEL o__w ❑ TEMPERED GLASS o w 24 CORRUGATED NAIL 1/2"x 1 1/16'25 GA STEEL ¢wo U) z O x �c 25 KWIKSET LOCK SERIES 400 STEEL qq O Z O cn w _ of w w 26 KWIKSET DEADBOLT SERIES 980 STEEL g 3 U `^ w w �° = 27 #8 x 21/2"PHILLIPS FLATHEAD WOOD SCREW STEEL O SEE DETAIL A 7a SEE DETAIL A w m w N w 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE WOOD w O O m of SHEET 7 ma. SHEET 7 o z x ¢ c7 29 NON-COMPRESSION SHIM 1/4'MAX.THICKNESS WOOD x o m m O w a 30 = 30 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY MFG BY JELD-WEN FOAM z w v 31 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL w f N a ¢IL 22 / 31 z A-525 COMMERCIAL QUALITY 0.018"MIN.THICK.) GALVANIZED o W o H 0 32 VINYL DOOR BOTTOM SWEEP VINYL o w Do �\ a 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG PLASTIC a O °a 21 / (L SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP ❑} 30 C7 C�9 n 34 #6 x 1 1/2'PHILLIPS WOOD SCREW STEEL :2 3 m N N 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL 0 0 31 30 36 3/8"QUARTER ROUND MOULDING WOOD w F-w 40 37 SILICONE BEAD DOW 1199 SILICONE j z w m 10 31 38 AFCO A496 THRESHOLD OPTIONAL 6063-T5 AUCOMP. z z z z 17 LL 39 ASTRAGAL THROW BOLT,STEEL ROD,5/16 DIA.x 18" STEEL U w 0 W=o O 32 10 17 40 IVES SURFACE BOLT#454 8.0"L X 3/4"W X 1/4"THK. STEEL =o f ❑z 7 O 0 44 32 65 41 ODL MODEL 799 VENTED HALF LITE PLASTIC a o a o n 0 w 42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD D-❑¢0¢ 38 11 32 45 46 °� 43 SEX BOLT 10-32 X 1-9116 LG X 5/16 BARREL STEEL N o 38 11 " 44 IVES SURFACE BOLT SPACERS STEEL n N N w 1- NOTE 1 I �_Amg* 45 IVES SURFACE BOLT STRIKE PLATE STEEL N m I� 37 #8 X 3/4"LG FLATHEAD WOOD EWS FOR STRIKE PLATE a O❑ SHEET6 46 STEEL 5 5 NOTE 1 47 1 1/4"BRAD NAIL 18 G %%% �i� STEEL HEET 6 NOTE 1 �� �� ❑ U m¢0 w N? 5HEET6 .� % Q � DATE: 8112/08 cd w 1" 28 w 1" 1"MIN 28 ,w T, !98 T :O scALE:AS NOTED MIN 1"MIN MIN 7 MIN 1"MIN _* "* HERMES F.NORERO DWG.BY: WBD VERTICAL CROSS SECTION, T T FLORIDA P.E.NO.73778 ACTIVE DOOR TYP. VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, 398 E.DANIA BEACH BLVD. CHK BY: S.FREY A g SIDE LITE TYP. �, SURFACE BOLTS TYP. %O� .. C P:'���: SUITE 338 DRAW NG NO.: 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION ���FS """" G���� DANIA BEACH,FL 33004 JW12200B SCALE:3"=1'-0" SCALE:3"=V-0" SCALE:3"=V-0" ill fit ON Al E?`%%� FBPE CERT.OF AUTH.N0.29578 SHEET 5 of 14 1°MIN.EDGE 1'MIN.EDGE DISTANCE 1•MIN.EDGE DISTANCE 1'MIN.EDGE 1'MIN. 1"MIN. I- DISTANCE DISTANCE ED 1"MIN. � 1"MIN. p Z s 28 42 NOTE 2 w 9 28 42 NOTE 2 CID �Z z g z J �..a'... •a'. : e m 2s 29 42 42 Z d LL CV 2 2 L L w Y =co T— 2 Ir- - - -... _ _ �� 36 - zt g� . 2 ;. 2 Z c7 �Y rn SEE DETAIL SEE DETAIL A 37 16 ~ SE SHEEiDETAIL A SHEET SEE EIOL A SHEET 12 10 31 SHEET 12 w� I'MIN.EDGE 1'MIN.EDGE 30 31 DISTANCE DISTANCE 30 �C1 VERT CAL CROSS SECTION D VERTICAL CROSS SECTION o 6 FIXED UNIT 1X BUCK OPTION IN 6 OPERATING UNIT 1X BUCK OPTION IN v 21 21 MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL w J SCALE:3"=T-0" SCALE:3"=1'-O" mow ¢ 1.00"O.A. 1.00"O.A. wow' z rn INSULATED o INSULATED o 1 5/8" EDGE OF <�a p z TEMPERED GLASS Jo F TEMPERED GLASS o 1/8" PANELI \ g 3 U x m0 _ L EDGE O \ 0 Hm = p o o Mu PANEL o at m w F- ;0 x / 1 =Q SEE DETAIL A w � w w w ' E2 J x o m x SEE DETAIL A ro t Z wow F U SHEET 7 w O a SHEET 7 m a 1 I r F < w > 22 D w o / p° ¢ / n 22 cb \ / of O a �A 1/8" ❑y 21 1 5/8" J m On a o 03 a 21 / m G_ DETAIL A SURFACE DETAIL B SURFACE 30 o BOLT TOP LOCATION BOLT BOTTOM LOCATION 30 SCALE:2"=1'-O" SCALE:2"=1'-O" W m ¢ o¢ Z Z F- 31 NOTES: U w x 00 :m! 1. FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. o¢u0i a m 10 17 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS ma of a o 32 SHEET 6. HORIZONTAL SECTIONS:DETAILS L M SHEET8. ' 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW aow38 11 MIN 7 CONFIGURATION. a o 1 4. OPTIONALLY,ANCHORS CAkotIU F49 IN NARROW SECTION OF HEAD OR JAMB 32 J AS LONG AS MINIMUM`�{� P�E�tlT ?)) VED. v m¢Z 4 <•G t-3 p : DATE: 8/12/08 9 % scALE:AS NOTED 7 r HERMES F.NORERO ID —4 m * * DWG.BY. WBD 1 - 1" FLORIDA P.E.N0.73778 1 O':• T P:r�W` 398 E.DANIA BEACH BLVD. CNK.BY: S.FREY MIN MIN MIN MIN. SURE 338 DRAWING NO- . • VERTICAL CROSS SECTION,ACTIVE DOOR TYP. B VERTICAL CROSS SECTION,SIDE LITE TYP. i�� �S+S,"'••" �G�=��� DANIA BEACH,FL 33004 JW122008 SCASO LEN3Y AN O D CONCRETE INSTALLATION SCALE:3Y AN O D CONCRETE INSTALLATION �i��i SON;;E`,`�� FBPE CERT.OF AUTH.N0.29578 SHEET 6 of 14 1 1/4" 1/4 MAX. MIN.EM-1 29 SHIM SEE DETAIL A 12 z SHEET 12 19 31(3n0l 10 37 10 2 3 18 iu I 37 31 An 21 co 31 30 21 22 22 19220)1" W z > 9 SEE NOT co z. NOTE 2 23 47 v - 7 6 8 36 T 11 23 NOTE 2 36 8 6 7 INACTIVE EXTERIOR EXTERIOR EE NOTE 2 CC -j EXTERIOR EXTERIOR < EL LL C\j NOTE 4 28 42 36 47 /'�B HORIZONTAL CROSS SECTION Z SCALE: 2 rC-'\ HORIZONTAL CROSS-O W Y SECTION z 0 -j HORIZONTAL CROSS SECTION z LU m 00 00 \, l "=1' " SCALE: 2"=l'-O" i--- �A - HORIZONTAL CROSS SECTION SCALE: 2"=l'-O" < ,d. MASONRY & CONCRETE INSTALL 2 Lo SCALE: 2"=l'-O" SEE DETAIL A 1/4"MAX. J co 1/4"MAX. SHEET SHIM 1-- 15:E 114"MAX 1 EE NOTE 4 XHIM 1 112" 3 0 3 cr) Y(L SHIMI 11/2' SHIM 1 114" SEE DETAIL 4i SE DETAIL rA, SEE DETAIL A MIN.EMB. MIN.EMB. SHEET 12 MIN.EMB. SHEET 21 SHEET 12 30 31 �2! 2 21 31 1 31 18 10 z 0 EE NOTE 1 z X 30 0 w )R 9 SEE NOTE 1 W F- 9 8 X_w C.) 5 SEE EXTERIOR 0 7 6 9 8 8 HORIZONTAL CROSS SECTION 0 r�- rn w SEE NOTE 2 3 6 9 NOTE I EXTERIOR 0 0F c/) 111 6 WOOD INSTALLATION 00z U) EXTERIOR 8 HORIZONTAL CROSS SECTION /�G HORIZONTAL CROSS SECTION SCALE: 2"=l'-O" 35 0 HORIZON F WOOD INSTALLATION 37 -0 -TA L CROSS SECT INSTALL aw� MASONRY & CONCRETE INS:FA SCALE 2"=l'-O" 10 �O:) WOOD INSTALLATION SCALE: 2"=l'-0" 31 30 o >.* SCALE: 2"=l'-O" 22 21 30 31 18 19 1 �u o 22 =pm of z 1 1/4" cn�w 2 0 3 2w. w N 114"MAX. MIN.EMS. Lu 9 w W 1/4'MAX. F-04 w SHIM SHIM lo 0 SEE DETAIL A L) 0 0� m 311 3 2 LU 0 �(4� SEEDETAILA 4 7/ SHEET 12 SHEET 12I 19 t5 36 47 23 31 u z 18 EXTERIOR SEE NOTE 2 z EENO E2 c Z z 4 7 U) 36 8 EXTERIOR OR CROSS SECTION- 6 \_7_,)SCALE: 2"=l'-O" EXTERIOR EXTERIOR HORIZONTAL CROSS SECTION NOTES: w 9 K w 2 0)W 6 4 3 SEE NOTE 2 SEE NOTE 2 3 4 36 7 SCALE: 2"=l'-O" 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. < (9 EE NOTE 4 Z Z 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). �-0< co UW z X HOR17ONTAL CROSS SECTION rJ-"�HORIZONTAL CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: :3 Do \,Z,/WOOD INSTALLATION MASONRY & CONCRETE INSTALL FROM BOTTOM:1/2",2".3 112".20",24 3/4". 0 o 1� w c) SCALE: 2"=l'-O" SCALE: 2"=l'-O" FROM TOP:1/2",2",3 1/2",20",24 3/4".39". aC 1w IL of 11/4. 4.IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS MIN.E -(208&42 EE NOTE 4 1112- 1/4"MAX. C D SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. MB. 114"MAX. MIN.EMB. SHIM @@6 a!R Lu 1 SEE DETAIL A Q CD SHIM T, SHEET 12 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD m !.� SEE DETAIL A ANCHOR SCREW CONFIGURATION. in SHEET 12 31 21 DOW 1199 SILICONE —1/2"MIN GLASS BITE 6.OPTIONALLY, IN NARROW d z 10 la 1/8"TEMERED GLASS '% , - ", t ft- , Z. 1 31 21 Z Z 10 18 22 SECTION OF H!-0 &AS MINIMUM EMBEDMENT IS ACHIEVED. 22 % z DATE: 3/4"AIRSPACE 0 8/12/08 7 scALE;AS NOTED 30 13/4" HERMES F.NORERO 6 7 DWG.BY: VVBD 29 EXTERIOR '10 FLORIDA P.E.NO.73778 30 EXTERIOR 44/ 398 E.DANIA BEACH BLVD. ICHK.BY: S.FREY 6 7 0 N I X%. SUITE 338 HORI7ONTAI- CROS HORIZONTAL CROSS SECTION e �<. ............ DRAWING SECTION GLAZING DETAIL A I/8"TEMPERED GLASS DANIA BEACH,FL 33004 1"mwJZ22008 MASONRY & CONCRETE INSTALL \'�WOOD INSTALLATION SCALE: 6"=l'-O" FEIPIE CERT.OF AUTH.NO.29578 2"=l'-0" SCALE: 2"=l'-O" SHEET7 OF 14_ 114 0 3 SEE DETAIL A 114" 9@ O 1 NOTE 4'N 114' 2! co @ 2 30 31 18 19 3 2 30 3 18 18 SHEET 12 SHIM 3 N.E B. o ci > of o Do 36 z 3 9 U) SEE NOTE 2 6 EXTERIOR S E NOTE 2 () CC _j a'SEENOTE2_j EXTERIOR z o -j co SEE NOTE 2 EXTERIOR bSEE NOTE 2 EXTERIOR fL < LL Z/ -Do A"\HORIZONTAL CROSS SECTION /_B"�HORIZONTAL CROSS SECTION rD--\HORIZONTAL CROSS SECTION L UJU y m:00 k_8j SCALE: 2"=l'-0" \,g,,l SCALE: 2"=1'-0" rC--'\HORIZONTAL CROSS SECTION 8 MASONRY & CONCRETE INSTALL A SCALE: 2"=l'-O" SCALE: 2"=l'-O" Lo SEE DETAIL A 1 SEE DETAIL1 114" m 112" 5 w T, SHEET 1 co v EL SHEET 12 MIN.EMS 2! aw 1 3 4 IS. IN.EMS. Lu 0 w pp 42 2! L2u� 1�p CD w CO F_w Lzu 1 114"MI.5 z 5 (9f @4 a 41 25 EMBEDMENT 30 31 19 3 302 2! 0 _K4 NOTE 4 SEE DETAIL A 0 z 0 SHEET 12 W, 9 8 B, 01/C46 7 6 0 V w 0 w 1/48MAX 36 w z W U) c"__ EXTERIOR EXTERIOR 3 U) SHIM / SEE NOTE 2 EXTERIOR ED EXTERIOR 4"MAX. SHIM 29 9 �OZ W O§ 0 /—E"\HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION /�G HORIZONTAL CROSS SECTION WOOD INSTALLATION 8 MASONRY & CONCRETE INSTALL 8 SCALE: 2"=l'-O" HORIZONI SHIM o SCALE: 2"=l'-O" SCALE: 2"=l'-O" )SS-SECTION WOO FIXED UNIT 1 X BUCK OPTION IN y 0T m z 1 1/2' u)�0 m 0 2E 1 114" SEE DETAIL A MASONRY & CONCRETE INSTALL 2wx w N 114"MAX 1/4"MAX- SEEDETAILA MIN.EMB.1 SHEET 12 �i (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR) E:'�u 9 w , MIN. SHIM 04 0) 0 EMS. cn < SHIII SHEET 12 10 It = 1 1/2" SEE DETAIL A 19 2 1/8.' Z) 0 MI SHEET 12 3 19 0 31 5 (n 0 EMB TEMPERED w 0 N. 3 la �5 0 w 1 0 L) .1 � 1-1 r� " ' I "'T q. 0 V w Z 10 19 25 20 31 71 22 ;..Vz u�z 1 2 z 4 _K S2 21 22 �71 2 :9 i2 1 /4-MIN. a z 4 EMBEDMENT 1/2 30 AIRSPACE 27 Ju 3 3 W 27 29 EXTERIOR 114 MAX� EXTERIOR Lu-i 30 EXTERIOR Lu Lu SEE DETAIL A < (5 m 29 a SHIM SHEET 12 z 28 MODEL 799 VENTED HALF LITE a 0 z�<_ca n.z HORIZONTAL CROSS SECTION HORIZONTAL rj-*,\HORIZONTAL CROSS SECTION Ow 'o CROSS SECTION WOOD INSTALLATION K 09 Fn WOOD,INSTALLATION MASONRY & CONCRETE INSTALL SCALE:2"=V-0" S.2 29 EXTERIOR 0 uj > Ill SCALE 2"=l'-O" SCALE: 2"=l'-0" 0� ci�ol"EL 1 1/4"— bra MAX ;t MIN.EMS SEE DETAIL A NOTES: SHIM a . SHEET 12 z= 1.FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10.&11. HORIZONTAL CROSS SECTIP w M _N 3 �2!Q 1) 1/8" 2.SPACING FOR#23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). OPERATING UNIT 1X BUCK OPTION IN 2g� 10 19 2 EMPERED 9 QlWYj& CONCRETE INSTALL oA 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: FROM BOTTOM:1/2",2",3 112",20",24 314". (LEFT-HAND,%A qR V;.4,RIGHT-HAND ANCHOR SIMILAR) ----C;� ON L) m<Z FROM TOP:1 IT,2",3 1/2",20",24 3/4",39". S" T z 4.IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS -.0 DATE: 8/12/08 22 112" C Q 7 scALF:AS NOTED 2 AIRSPACE SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. HERME!SF.NORERO 6 DWG.BY: WBD NOT 4 2 3 2 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD FLORIDA P.E.NO.73T78 1/4"MAX. 3 EXTERIOR 398 E.DANIA BEACH BLVD. CHY BY: S.FREY ANCHOR SCREW CONFIGURATION. SHIM MODEL 799 VENTED HALF LITE • SUITE 338 DRAWING NO.: /-K-'\HORIZONTAL CROSS SECTION 6.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DANIA BEACH,FL 33004 JW122008 INSTALLATION SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. JV MASONRY AND CONCRETE INS AL BPE CERT.OF AUTH.NO.29578 SCALE:2"=V-0" SHEET 8 OF 14___j SEE DETAIL E ' SHT.9 SEE DETAIL A SHT.9 �^ SEE DETAIL A SHT.9 �\ p 'D SEE DETAIL A I 5"TYP - HT.10 rn L I G. I � � 9"TYP SEE DETAIL D a � � 6"TYP SHT.10 ///SEE DETAIL A 9"TYP -1 O TYP 3"TYP SHT.10 O 6•TYP rSEE DETAIL A � U)r 5"TYP 3"9" T / SHT.10 V O I I IIIIIII I I I I I 1 �� z (L C4 IL = 2" - I IIIIIII Z Ill u- w r I I 12" I - _ _ _ ' _ _ _ � � a� - - i � I SEE NOTE 2 -32"" I W a I W ^ Q= 9 2 n Y IL m LL _ --42" _ n LL m pBL JAMBS -52" (OPTIONAL (WOOD INSTALL) 5 I - I - _ (MASONRY INSTALL) g o (WOOD INSTALL)5 I -62" _ m SEE DETAIL B 00 (MASONRY INSTALL)g _72„ ' I TYP 00 SHT.10 _ I Ty �78" I w / 5 (WOOD INSTALL) I I IIIIIII I I I 4 I1 i I I ww rn SEE DETAIL F J �(MASONRY INSTALL) 1 IIIIIII 11 O w o O_ SHT.9 P i ¢p ANCHORING LOCATIONS i.. Mr o J OUTSWING SINGLE UNIT (X) SEE DETAIL B DETAIL B SCALE: 3 8' =1'-0' SEE DETAIL C SEE SHT.10 / SHT.9 SHT.10 SEE DETAIL C of 0=) c7 w z ANCHORING LOCATIONS DOUBLE SHT. ANCHORING LOC TIONS DOUBLE _�D m w m OUTSWING UNIT W/ 1 SIDELITE (XXO� OUTSWING UNIT�Xy U)w x w = SCALE: 3/8" =1'-0" SCALE: 3/8" =1'-0" Z w o 0 v LHN w Z cn ¢ a NOTES: w o 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR o NOTE 7 NOTE AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR a c7 a 6 \ TOTAL OF NINE FASTENERS PER SIDE. ❑y I mm B 7 1 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS O 1 NOTE 6 ONLY. OMIT ON SOLD MULL POST CONFIGURATIONS. NOTE6 , o I D / 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. w wW 34 7 / 4. SEE SHEET 10 FOR SIDELITE FASTENER LOCATIONS. Z Z ur DETAIL C 5. SEE SHEET 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR �W=D_Z LOWER SURFACE BOLT STRIKE PLATE DETAIL D QUARTER ROUND MOULDING ATTACHMENT. =o¢O 0 LATCH & DEADBOLT O o 0= DETAIL A DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED a a 0 w UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O" AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT D'm PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'-O" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN * o BOLT STRIKE THE FIELD. N o o w SCALE: 1/2" =1'-O" 46 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. 45 N m a NOTE 7 SURFACE BOLT HOI,�$fE ALSO DRILLED AT FABRICATION WHEN a m❑ BOLT LOCATI0�1,4\ IINED. STRIKE PLATES ARE ATTACHED / o IN THE FIE�D�DES 0 m¢Z gT . i DATE 8112/08 _ Ste:AS NOTED HERMESF.NORERODWG.BY: WBD NOTE7 - - FLORIDA P.E.NO.73778 - ; W 398 E.DANIA BEACH BLVD. cNK Bv: S.FREY DETAIL E AT HEAD DETAIL F AT SILL i�T ����.` SUITE 336 DRAWING NO.: '�/cs ONAL C;�� DANIA BEACH,FL 33004 JW122008 SURFACE PLATE SURFACE PLATE ���`S'f E�;�� FBPE CERT.OF AUTH.NO.29578 SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" A \\ SHEET 9 OF 14 SEE DETAIL A SEE DETAIL E SHT.9 SHT.9 co SEE DETAIL C SEE DETAIL D SEE DETAIL C 0 rn 5"TYP SHT.10 SHT.10 5"TYP SHT.9 TYP SEE m m• J 0 9"TYP 9"TYP 6"TYP SEE DETAIL DETAIL A r N ^ co U r 6"TYP 6"TYP SEE DETAIL A 3"TYP D SHT.10 SHT.10 SEE " U J 3"TYP 3"TYP SHT.10 1 1 I I I I I 1 1 1 1 1 1�\ = DETAIL D z d <N \ I I 2 I SHEET 9 � LU Y =m I I I I III I III -12"TIT, I I - 12" aQ, I I m Q i I w I I -22}„ _ SEE 0 I� Q�t[) _ -22Z" W }ay SEE NOTE 2 F DETAIL B I j r- J 2 = I I - g r MULL POST -32" i SHEET 9 71 ch Y D- a MULL POSTI SEE NOTE 2 -32" i LL _ -42" - m _ _ DBLJA RS -42" w DBL JAMBS I OPTIONAL -52" a --I II III I II II 111 III iI III 2I" i LoI (WOOD Typ OPTIONAL -62"(MASONRYI AL iI _�\ a a w❑❑ O WOOD INSTALL Ogo- I -72" 2 0 -MSONRY INSTALL 9TYP \ zWH �78 wOpw ❑ LATCH AND HINGE MULLIONS OOo'z- 0 coO . .. ... . ... . . SEE SEE DETAIL B TYP FOR ALL FRAMES � 30 SHT.10 SEE DETAIL F DETAIL B SCALE:1/2"=V-0" C3 K z 0 H¢- } SHT.9 W0 0 o ANCHORING LOCATIONS DOUBLE SEE DETAIL C SHT.10 =❑f° m -a SHT.9 OUTSWING UNIT W/2 SIDELITE(OXXO) ANCHORING LOCATIONS SINGLE D-'x 0 OUTSWING UNIT W/2 SIDELITE fOX01 3811 z w o w U SCALE:3/8"=1'-0" 2 LL F N N z SCALE:3/8"=1'-O" 23 m o ¢ o o 1 3 4 0 2 a (7 io - ❑} 1 3 4 a)m m DETAIL A DETAIL B TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS N 23 qp SCALE:1-1/2"=V-0" SCALE:1-1/2"=1'-O" w m ¢ Ua I - 27 2 2 NOTES: o¢a z qp 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR Z)w v❑O ? AND EXTERIOR SURFACES AT SPACING SHOWN,+/-1",FOR ❑¢uj c7 —� 2 24 TOTAL OF NINE FASTENERS PER SIDE, a a a 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK lit JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. o 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. N a o w 2 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. N m 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER N m o 3 6. ROUNDALL VN�M`�yOy'�t�tRo.�tN,,It��OWT(jjACHHMENT. 35 23 " RG'J.'t' !�I U m¢Z _ 24 �� • 'PO�� DATE: 8/12/08 7 - scat-E:AS NOTED yF * q HERMES F.NORERO DWG.BY: WBD FLORIDA P.E.NO.73778 STAPLE LOCATIONS BRAD LOCATIONS DETAIL D 4/. 398 E.DANIA BEACH BLVD. CHw BY. S.FREY TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES TYP FOR HEAD TO DBL JAMB %�,p •. . P•'\��`�� SUITE 338 DRAWING NO_ SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1 -0" CAFE R HEAD ITOO MULL POST SCALE:1-1/2"=V-0" '''i�`s`S�ONA;E�GPp FBPE NIIR BEACH, AUTH.330 29578 SH EW12 0084 SEE DETAIL A SHEET 9 SEE DETAIL A SEE DETAIL A a 5"TYP SHT.10 SHEET 9 5"TYP Or 69 TYFP SEE DETAIL D � g^Typ g^TYP J of3"TYP SHT.10 6"TYP 6"TYP SEE DETAIL A m 1 I I I IIIIIII 1 I I lll"' 2"I 3"TYP 3"TYP SHT.10 CC J _ � 2" I II 1 III�III i _ z o Qr' � - w wGo SEE DETAIL C I I —22t = t W Y =Go n SHT.10 `SEE DETAIL C _ Q — —32" w W SHT.10 0 n Lo SEE NOTE 2 J w a ^ g= � —42- � 11 M Y d LL MULL POST I DBL JAMBS —52, LL — T OPTIONAL T (WOOD INSTALL MULL POST ) 5 I —62— m (MASONRY INSTALL) 9 o io — TYP 72" w (WOOD INSTALL)5 LJ (MASONRY INSTALL)9 i O TYP O I t l i IIIIIII I \ �Ow m SEE DETAIL 8 0 w SHT.10 \-SEE DETAIL B Q 0 O SEE DETAIL C� SHT.10 2500 0 3 U J ANCHORING LOCATI NS DOUBLE c� m 00— SHT.9 OUT WING UNIT W�2 SIDELITE (OXXO) SEE DETAIL C� o c7 F SCALE: 3/8" =1'—O" SHT.9 WOO J z0 ANCHORING LOCATI NS DOUBLE =0 cO m O°° SEE DETAIL E SEE DETAIL E OUTSWING UNIT W1 1 SIDELITE (OXX) z w o W v SCALE: 3/8" =1'-0" LLI. N w z SHT.9 SHT.9 m 0 w ¢ w 0 o ~ �d 5 TYP 9 SEE DETAIL D 5.,TYP p "TYP. a C7 d 0 6"TYP SHT.10 9 TYP. SEE DETAIL A N O m m SEE DETAIL A 6 TYP. SHT.10 3"TYP. CSHT.10 3"TYP. I I Il I II - \\\ I II I 1 NOTES: w I ^ I I 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR w m I- SEE DETAIL C 2" x- ¢ 0¢ AND EXTERIOR SURFACES AT SPACING SHOWN,+/_1",FOR z SHT.10 SEE DETAIL C F �I TOTAL OF NINE FASTENERS PER SIDE. 0 0=O z = a — SEEN E 2 —2 _ _ SHT.10I _ 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK 0 tw-O MOO Ill w° MULU POST JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. O IL � DBL JAMBS -32" i 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. m a a 0 w _ OPTIONAL —42" _ { _ 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 0 1� 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER MULU POST 2^ DOD INSTALL) 5 ROUND MOUNDING ATTACHMENT. N rn I" 6. ALL VIEWS FROM EXTERIOR. _ I m SMAS NRY INSTryLL) 9 a 0 c ( OD INSTALL)5 —62— r I TYP 00 (MAS RYINSTALL)9 co , ,,���utltt/O�/7 TYP 72" %% S F. �i 0 m¢z I I III I III 78 1 I I III I I�i ` " o scA F'AS12108 NOTED SEE DETAIL B SEE DETAIL B 7 - HERMES F.NORERO SHT. -* :* DWG.BY: WBD _ SHT.10 ro . T T FLORIDA P.E.NO.73778 cxK.Bv: S.FREY SEE DETAIL F �� ?J tV 398 E.DANIA BEACH BLVD. SEE DETAIL F O ( P;' <u SUITE 338 DRAWING NO: SHT.9 ANCHORING LOCATI NS SINGLE SHT.9 OUTSWINGGUNOCAWI NS IT 1 SIDELITE (OX) ��O�FS ........... G����� DANIA BEACH,FL 33004 JW122008 OUTSWING UNIT W 2 SIDELITE (OXO) SCALE: NA 1E?%%% FBPE CERT.OF AUTH.NO.29578 sxEEr11 OF 14 C-z vz^ LI-45/8" WEI �CLLLL II O O fl 1 O o 1/2"- 11 'n ci rn -LI18"(MIN) 4 9/16"� � 5 3/8"SIT a_ � ,>j CC WOOD JAMB BUTT HINGE OPTIONAL OUTSWING THRESHOLD M 07 O 1 OUTSWING THRESHOLD � H (/j*' FINGERJOINTED PINE 4x4x12 GA.STEEL g DD 233�0 OUTSWING BUMPER SILL BASE E SUBSTRATE 11 AFCO A297 ��1 1/2" U � J 2 SCALE:3"=1'-O" SCALE:3"=1'-D" 38 6063-T5 ALUMINUM/COMPOSITE PLASTIC Z O > EM 3 SCALE:6"=1'-0" SCALE:6"=1'-O" 35 LAMINATED VENEER LUMBER(LVL) Z W MULL POST U Do 4 SCALE:6"=1'-O" W ¢Y 00 A B 1/8^-II--r1 3/8' 1 1111fi" Q L 1 3/8" 'T -r--I I _ r 1I8" I--�1 3/8" I j n J 2 5" c� = m I[I_ _I] J_II I� ' CO `1 IL 1. a ��® o 1 1� 1/� r 3/8" LL-I IJJLLI-1JJ/8LL'll'J ao �-r 2 m STILES AND RAILS T A B 1 16 TOP RAIL BOTTOM RAIL COMPRESSION 5/8" 18 HINGE STILE 17 25 GA.STEEL 19 LATCH SIDE STILE WEATHERSTRIP SECTION A-A SECTION B-B LAMINATED VENEER SCALE:3"=1'-O" LAMINATED VENEER LUMBER(LVL) OO SCALE:3"=1'-0" VINYL L 650 LUMBER(LVL) o VINYL ASTRAGAL(GLOBAL) w� 6063-T6 ALUMINUM (BWATA STRIKE&DEADBOLT SCALE:3"=1'-O" (7 w SCALE:6"=1'-0" SCALE:3"=V-0" "6063 T6 ALUof MINUM SCALE:3"=1'-O" w� g0 w z `* NOTE: C9 U G. 1 3!4" -31l8"-1 -1 1 3/4"I 7H 1.2"CUT ® o� LENGTH 18" T w O O > O �m U -I 1 3!4"I c w x w z �� T 39 ASTRAGAL BOLT LL N N o -)1"1- 32 DOOR BOTTOM SWEEP 33 ORNER PADS MATERIAL:COLD ROLLED STEEL �p 20 LOCKB LOCK VINYL LAS�/P TIC ZINC&YELLOW CHROMATE o w o FINGERJOINTED PINE SCALE:3"=1'-O" SCALE:3"=1'-0" SCALE:3"=1'-0" o _ SCALE:3"-1'-0" 21 ODL LIP-LITE FRAME of C7 a POLYPROPYLENE(NOA:10-1209.01j 3^ SCALE:3"=V-0" © 8 r J J m m 3/4" -- m O U 3 LLJw z g^ g �27/8"--I O L z wJ 3/4"�{ 1 9/32" 0 0 N Z M w LL z m z 0 o O O v �45/8" —I F ow0waaz =Mz-, O O � N L O ��� OOOHo W=> iv 45 IVES SURFACE BOLT STRIKE PLATE a Z)¢o¢D v of 1/4"MIN. STEEL DIVES SURFACE BOLT SPACER L a N 11/32" SCALE:6"=1'-0" PLASTIC 3" m N N o o w ,,, IVES SURFACE BOLT SCALE:3"=1'-0" 8 N v m Q STEEL LVL DOUBLE BACK JAMB m a m❑ SCALE:3"=1'-O" LAMINATED VE R(LVL) SCALE:6" i, o c� m¢z 3/16"C-SINK. NOTE il 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT �`Z %:Po IS DATE: 8/12/08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. _ Z scALE:AS NOTED 2-USE#8 x 21/2"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. _* , * HERMES F.NORERO DWG.BY: WBD 3-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. p FLORIDA P.E.NO.73778 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. T T W: 398 E.DANIA BEACH BLVD. CNK.BY: S.FREY P;'�<U`� SUITE338 DRAWING NO.: DETAIL - A ��i�5 ....... G % DANIA BEACH,FL 33004 JW122008 SCALE 1�4 1 -0 i�i�'S'ON,;E?���� BPE CERT.OF AUTH.NO.29578 SHEETI2 of 14 1/27AIRGAP 1/8"TEMPERE o 1/8-TEMPERED SEE DETAIL A p 23 7/8' 11 18 1 0 B 16 H C7 6 24 2 / 1 Z_ OQM D_ U..N 7 1 8 / W Y 2 OD m 2 J Q 5 N N r- in _ SEE DETAIL B 18 g w ^ g= � co Y D_ A A 8 4 4 DETAIL A 1 3/4"MAX GLAZING DETAIL 10 M PANEL THK, AT HEAD RAIL o 21 VERTICLE CROSS °o SECTION w� ow W VENTED HALF 1/2"AIRGAP oo o� 5 1/8"TEMPERE a o to I- 1/8"TEMPERED o o z 4 g 2 11 =om m w 3 �wx w 2 OUTSIDE FRAME VIEW SECTION B-R B 15 LL�o o VENTED HALF INSIDE FRAME VIEW 10 w o LITE 15 4 16 0 a a C7 a SECTION A-A 11 4 m m VENTED HALF LITE 12 13 1/8"TEMPEREDw O3r / 16 20 L/8"TEMPERED— w� 14 1/2"AIRGAP z O¢cn 1 g 18 / GLAZING DETAIL ()w M o 0 / AT MEETING RAIL o Q ul C9 m 23 a j n.v 18 INSIDE VIEW 17 24 / 22 N O O w N 8 NOTES: w 'v l$WET 14 FOR ITEM DESCRIPTIONS. v m Q il %%,Pp I z: 8112/08 7 _ Ste:AS NOTED HERMES F.NORERO DWG.BY: WED FLORIDA P.E.NO.73778 T T 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY O,�•., ��4`�� SURE 338 oRnv.nNc No.: ••�••• G� � DANIA BEACH,FL 33004 JW122008 i�i�'SlON';�?���� BPE CERT.OF AUTH.NO.29578 sHeEi13 of 14 o (o r` O °) J of MATERIAL LIST (VENTED HALF LITE ONLY) co O F- U)o ITEM PART NO. DESCRIPTION QYT MATERIAL Z 0 M 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C Z W I¢i. 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 w g 00 F-co C 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C ^ Lo 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER C w � J h = co 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY Y 6 16828-000 #8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 #6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 af 9 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL o 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL ww w 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 CA w V) H J 12 16806-000 RIGHT LATCH 1 NYLON 6 a 0 w 13 16807-000 LEFT LATCH 1 NYLON 6 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL o WOO o 0 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C w o OD 1 o 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C Z w ox w 2 � ILFN N m 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING �I wo o o o 18 DOW 1199 AR SILICONE SEALANT o 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a O 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 w 13 m 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C O o wZ 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE w Lu~-w w O 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS ¢ J z o 24 10046-000 SPLINE 6.1, PVC F ❑Oi.(D w a a z 7F❑Z F=U00 pQw-" La 0V) OR'd000 dU W aO¢o¢ � N O N N oow N N � ` S F 1110',,'''' % ❑ U mGZ .O i DATE 8/12108 7 BcAw:AS NOTED * . * HERMES F.NORERO DWG.BY: WBD FLORIDA P.E.NO.73778 T T 4tj 398 E.DANIA BEACH BLVD. CHID BY. S.FREY O,� ( . . •=<U`� SUITE 338 DHAWNG NO.: DANA BEACH,FL 3304 ECG% FBPE CEIRT..OF AUTH.NO.9578 �W122008 {,�`` SHEET14 OF 14