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Home My WebLink AboutHURRICANE DOOR SYSTEMS PAPERWORKJELP-WEN® WINDOWS & DOORS HURRICANE DOOR SYSTEMS SISTEMA PARA PUERTAS PAGE# H U RACAN ES CONTAINS., SC 13Y� St. Lucie County 2 Engineers Notice of Evaluation #GSI-162F Inswing 4 Engineers Notice of Evaluation #GDI-164F Inswing 6 Engineers Notice of Evaluation #GTI-166F Inswing 8 Anchor Calculations 10 DC Gladiator W/E 6-8 opaque steel door JW-101-0C Outswing/inswing 14 DC Energy Saver W/E 6-8 opaque steel door JW-102-OC Outswing/inswing 18 DC Energy Saver W/E 8-0 opaque steel door JW-103-OC Outswing/inswing 22 DC Gladiator W/E 6-8 glazed steel door JW-104-OC Outswing 25 DC Energy Saver WE 6-8 glazed steel door JW-105-OC Outswing/ inswing 29 DC Energy Saver W/E 8-0 glazed steel door JW-106-OC Outswing 32 DC Energy Saver S/E 8-0 glazed steel door J W-107-OC Outswing/inswing 36 DC Steel single outswing opaque W/E steel door. NOA 02-0712.06 Expires August 5, 2007 42 J-W Steel W/E outswing opaque steel doors i NOA 02.1022.14 Expires Dec. 2, 2007 49 J-W Steel S/E outswing opaque steel doors w & w/o SL NOA 02-1211.12 Expires April 14, 2008 58 J-W Gladiator & Energy Saver outswing glazed W/E steep doors NOA 02-1211.10 Expires July 17, 2008 For a complete listing ofjELD-WEN Hurricane Door Systems, visit our website at. www. je l d-wenresearch. com ORANGE THD-18005 SB 5-03 RW BC R Building Consultaluts, Inc. Consulting and Engineering Services for the Building industry P.O. Box 230 Vahico, FL 33594 Phone 813.684.3831 Facsimile 813.684.3831 ENGINEER'S NOTICE OF EVALUATION # GSI-162F JELD-WEN, INC. 3250 Lakeport Blvd. Klamath. Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Model Designation: DoorCraft®Gladiator® Steel Door (Glazed or Opaque) with or without Side-lites Maximum Overall Nominal Size: up to 5'4 a 6'8 Usable In -swing Configurations: X, OXO, XO & OX General Description: The head and jambs are wood measuring 4.5" x 1.25" with. an extruded aluminum saddle threshold. The door panels and sidelite panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued to wood stiles and rails with an expanded polystyrene core. The glazed models are routed to receive''/r" insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) _ • I I Test Dascaption Test Lomtioa Date Report No. CatifyingEngin= I I ASTM E330 worm Static CTL- Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 1 Air Pressure Qn -Evaett, Washington August 13, 1998 S98-280-MH J. Clark Johnson P.E. # 15891. CTL-Orlando, Florida .October 6, 1999 CTIA456W Ramesh Patel P.E. # 20224- J' i AAMA 1302.5 Forced Entry QT1-Everett, Washington_ August 13, 1998 S98-280-MH J. Clark Johnson P.E. # 15891,, "'Water CTL- Orlando, Florida October 6,1999 CTLA456W Ramesh Patel P.E.#202241; ASTM E331 Penetration TT -Everett, Washington August 13, 1998 898-280-MH J. Clark Johnson P.E. # 15891, ASTM E283 Air infiltration CTL- Orlando, Florida Octobw 6, 1999 CTLA456W Ramesh NO P.E. # 202241, QTT-Everett, WashinELM Ampat 13, 1998 S98-280-MH J. Clark Johnson P.E. # 158911 •' Sidelites are considered a window and raw 15%of Positive Design Pressme water infiltration criteria under ASTM E331. Design Pressure Ratings: Installation and Anchoring: See reverse side this page Use 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures does not exceed the design pressure ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub- sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be ssbstitated and ddt length mtl'st be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained Certification: Florida Professional Engineer - Seal No. 54158 March 12, 2002 Wendell Haney ki Do rraft0G1ad1ator9Wbod Edge -swing Steel Door Maximum Size Up To 54 x 68 ! io 6• 60 io 1 1D TYP. Ln n n I6 X 2-1/2" PFH WS SEE Q )EWL SEE .G. H DETA U� us 0 ri TYP. m Mi p B m ._ ri � , 1/4" X 2-1/2' T N � n, u' co O4 m -1 TYP. L 4 TYP,1 L A - t 6. -� 6- NOTE. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. JL Ln to M a m SEE DETAIL G. y n Wi m �i .. 1 m 10 x 2 PFH WS DETAIL "G' STRIKE AND DEADBOLT PLATES TO FRAME" L 4" 1 - 33' 4 1 LI ll ll O TYP. JB.X 2-1/2- PFH WS O G Q TYP. TYP. E D 1/4" X 2-1/2" C rAPOcDN 4 Q TYP. 4 I 11 4 a 3" 3' i s, s. 4" 4" SEE NOTE ` {I DETAIL "H" HINGE TO DOOR AND FRAME NOTE NO. 1: WHEN ATTACHING THE HINGE JAMB TO THE SIDELRE JAMB USE A 10 x 1 1/2" PFH WS. WHEN ANCHORING A 3'0 X B'O DOOR TO SUB BUCK USE A J10 x 2' PFH WS. AND A REMAMING OF HOLES.WS IN —4• •iA SEE to DETAIL 111 . "i 'H" T m IT ri N `O n ri to n` ' J K W R w j Building Consult ts, Inc. I BCon3ureing and Engineering Services for the mmiding Industry C P.O. Box 230 Valrico, FL 33594 Phone 813.684.3831 Facsimile 813.6843831 I' ENGINEER'S NOTICE OF EVALUATION # GDI-164F JELD-WEN, INC. 3250 Lakeport Blvd Klamath Falls, Oregon 97601 4 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Model Designation: DoorCraft®Gladiator® Steel Door (Glazed or Opaque) with or without Side-lites Maximum Overall Nominal Size: up to 8'4 x 6'8 Usable In -swing Configurations:' XX, OXXO General Description: The head and jambs are wood measuring 4.5" x 1.25" with an extruded aluminum saddlethres1,old The door panels and sidelite panels are 1.75" thick and consist of two 25 gauge (min 0.019") steel skins glued to wood stiles and rails witli an expanded polystyrene core. The inactive door panel is affixed with an extruded aluminum astragal to receive the active panel. The glazed models are routed to receive %:" insulated tempered lip lite inserts manufactured by ODL. i, FBC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test Desenpum Test Location Dale Report No. catifyingEngnecr: ASTM E330 Uniform Static CTL—Orlando, Florida October 6, 1999 - CTI.A456W Ramesh Patel PE.# 20224 Air Pressure QTl - Everett, Washington August 13, 1998 S98-280-MH J Clark Jobnson P.E. # 15891 AAMA 1302.5 Forced Entry CTL— Orlando, Florida October 6, 1999 CTLA456W Ramesh Patel P.E. # 20224. TI - Everett, Washington August 13, 1998 S98-280-MH Jr. Clark Johnson PZ # 15891 ASTM E731 Water CTL— Orlando, Florida Octoba 6, 1999 CTLA456W Ramesh Patel P.E. # 20224 Penetration QTT-Everett, Washington August 13, 1998 S98-280-MH J. Clark Johnson P.E. # B891 ASTM E293 Air Infiltration CTL— Orlando, Florida October 6,.1999 CTT A456W Ramesh Pate( PE. # 20224 '15891 QTI - Everett, Washington August 13, 1998 S98-280-MH I Clark Johnson P.E. # '• Sidelites are considered a window and coed 15%of Positive Design Premurewater mSlhation criteria underASTM E331. Design Pressure Ratings: Installation and Anchoring: See reverse side this page Use 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures does not exceed the design pressWq ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-112 inches (FBC section 1707�4.14 Ar 6ragc Methods ! d sub- sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type concrete anchors must be substit>jeol and thq length must be such that a minimum 1-1/4" engagement of the Tapcon into the masonry wall is obtained. / l Certification: Florida Professional Engineer - Seal No. 54158 March 12, 2002 4 Wendell`tlaney t ,r n rorCraft®Gladiator Wood Edge I sing Steel Door Maximum Size Up To f 68 SEE DETAIL 'E• rt 6. 10x2• 0 rP. 'n PFH WS '^ m n JB•X 2-1/2' PFH WS DETAIL 'D' OO n STRIKE AND DEADBOLT 1YP PLATES TO ASTRACAL SEE DETAIL SEE NOTE � m D. � m jl1 n TYR 46 i m A n 1/4'X 2-1/2' TAPCON I ri —f it I i 1J - 6• 6- I n DETAIL 'C' HINGE TO DOOR AND FRAME SEE DETAIL NOTE NO. 1: b• WHEN ATTACHING THE HINGE JAMB TO THE SIDELITE JAMB USE A 110 x 1 1/2' PFH WS. WHEN ANCHORING THE HINGE JAMB TO SUB BUCK USE A 110 x 2' PFH WS. AND A #9. X 1' PFH WS IN THE REMAINING HOLES. 4' SEE DETAIL _ `4• 40 I Im l 11 L 1 L l 11 I 1 Qi rn. J8 X 2-1/2' PFH WS . SEE DETAIL in O �D- � O 7YP. 9YT F A B G 1/4_ X 2-1/2_ N u MACON '•. n Q Typ- i t r 6' 4' n utIAIL In ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME WITH 2 — #B X 2-1/2• PFH WS ri OW 1114 F 5 RW B r i R 'Building Consult _ ts, Inc. 11 Consulting and Engineering Services for the Building Industry "I P.O. Box 230 Vahico, FL 33594 'Phone 813.684.3831 ENGINEER'S NOTICE OF EVALUATION # GTI-166F JELD-WEN, INC. 3250 Lakeport Blvd. Klamath Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT Facsimile 813.684.3831 Ii C' i Model Designation: DoorCrA@Gladiator® Steel Door In -swing (Glazed or Opaque) with or without Side-lites Maximum Overall Nominal Size: up to 910 a 618 Usable In -swing Configurations: XOO, OOX, OXO, XO, OX General Description: The continuous head and side jambs are Eastern white pine measuring 4.5" x 1.25" with an E Idum #BFIB4566V In -swing triple door sill. The door panel and fixed panels are 1.75" thick and consist of two 25 gauge (min 0.018") steel skins glued to wood stiles and rails with an expanded polystyrene core. The structural mullions are one piece Eastern pine by Endures The glazed panels are routed to receive %" insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies; 1707.4.5 Mullions Door Assemblies) Test Description Test Location Date Report No. C ' *g Engineer ASTM E330 Unilbrm Static CTL— Orlando, Florida May 10, 2000 CTLA456WA Ramesh Patel P.E. # 20224 Air Pressure NCCL Orlando, FL September 10. 1998 210-2070-1,2,3 Barry Portnoy, P.E. # 1'8258 PA202 Forced Entry CTL - ��o' FTe"da May 10, 2000 CTIA456WA Ramesh Patel P.E. # 20224 NC L- Orlando FL September 10, 1998 210-2070-1,2,3 Barry Portnoy, P.E. # 18258 ASTM E331 " Water CrL— Orlando, Florida May 10, 2000 CTLA456WA Ramesh Patel P.E. # 20224 Penetration NCTL Oriaado, FL septernher 10, 1998 210-2070.1,23 Portvo , P.E. #18258 ASTM E291 Air hrt'iltratton CTL—Orlando, Florida May 10, 2000 CTLA456WA Ramesh Patel P.E.#20224 NCTL- Orlando, FL September 10. 1998 210-2070-1,2,3 Barry Pormo , P.E. # T8258 winnow and meet rJ ro Design Pressure Ratings: Design Pressure water nudir-lion mtena under ASTM E331. Configuration Maximum Size Design Pressure Ratings Glazed Single with Fixed Lite XO, OX Up To 6'0 x 6'8 +48.00-48.00 1 Glazed Single with Fixed Lites XOO OOX, OXO Up To 9'0 x 6'8 +48.00 -48.00 1.. Installation and Anchoring: See reverse side this page Use 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed above. 2. For Masonry installations where the sub -buck is less than 1-1/2 inches (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) same diameter Tapcon type " concrete anchors must be substituted and the length must be such that a minimum 1-1/4" f' engagement of the Tapcon into the masonry wall is obtained. Certification: Lyndon F. Schmidt, P.E. Florida Professional Engineer No. 43409 April 8, 200i 19506 French Lace Drive Lutz, FL 33558 Id DoorCraft®_Jadiator'* Wood Edge I swing Steel Door Maximum Size Up To 9'0 x 6'8 6„ 6" 6 3" 3" I--6" 6� 3" —I SEE DETAIL o #10 x 2 112" "E" U J PFH WS uO a -Lri O A Y O J • j — — 8 C'J W in _ n • I� 8 � to 1 I 6" 6" 6" 6n F-6,. #9 x 1" PFH Wood Screw OPTIONAL CONFIGURATIONS #10 x 1 3/4" PFH Wood Screw #9 x I" PFH-' Wood 5'drew• . DETAIL "Dn Wood Screw PF �. Wood; #9 x 1" PFH Wood Screw r r / / OF r - r / r `O O X r r / r / / r i r r r / r r X O r / / r r r SEE DETAIL vD nn R W R Building Consulta__s, Inc. B C Consulting and Engineering Services for the Building Industry P.O. Box 230 VaInce, FL 33594 Pho ac 813,694.3931 Facsimile 813.694.3954 DOOR FRAME ANCHORING i The 2001 FLORIDA BUILDING CODE requires window and door assemblies to be anchored according to the manufacturer's recommendations to achieve the design pressures specified (see Section 1707.4.4 Anchorage Methods). The sketches below pi represent the load paths used to calculate this anchoring. I DOOR TYPES: Single or Double (with or without sidelites) Anchoring Formula: Load Path Sketches: Load Oii&icn Line (typ) I —Anchoring Zone (typ) Single Door A2 Example: 36- wide X Sly high Design Pressure = 65 psf FV = 235 lbs. Al = 4.5 at A2 = 7.75 sf NA = Number of Anchors Required per Zone P = Design Pressure (psf) Al, A2 = Area (sq. feet) per zone FV = Fastener Shear Value (lbs.) NA1=Al'P1FV NA2 =A2' P / FV nl MA1=A7•P/FV NA1 = (4.5)(65)/235 =1.3 (round up to 2) i NA2 =A2•PI FV i NA2 = (7.75)(65j/P35 = 2.1 (round up to 3) I i Therfore, a minimum of 2 anchors in zone Al and 3 anchors in zone A2 are required (8 total). Zone (typ) Load Division Line (typ) Double Door / Single Door w/sidelites Example: 72" wide X W high Design Pressure = 65 psf FV = 235 lbs. Al = 4.5 sf A2 = 19.5 sf MA1=Al'PI FV NA1 = (4.5)(65)235 =1.3 (round up to 2) NA2 = A2 • P /.FV NA2 = (19.5)(65)235 = 5.4 (round up to 6) Therfore, a minimum of 2 anchors in each zone Al and 6 anchors in each zone A2 are required (16 total) Ncte: A2 load is conservative since loads supported by astragal are not considered. - Lydon F. se ridt, P.E. Florida Lcan3a,No. 43409 19506 French lace Dr. page 1 of 2 Luti, FL 335W M R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Bo: 230 Valrico. FL 33594 Phc ne 913.684.3831 Facsimile 913.694.3954 DOOR FRAME ANCHORING (cont'd) Load Path Sketches: Load Division Line (typ) 7 Anchoring Formula: NA = Number of Anchors Required per Zone P = Design Pressure (psf) All, A2 = Area (sq. feet) per zone FV = Fastener Shear Value (lbs.) NA1=A1'PIFV Zone (typ) NA2 = A2 • P / FV / Al A2 Example: 108- wide X W high Design Pressure = 47 psf FV = 235 Its. Al=18 sf A2=12 sf NA1 = Al • P 1 FV NA1 = (18)(47)235 =.3.6 (round up to 4) NA2 = A2' P I FV NA2= (12)(47)235 =Z4 (round up to:3) Therfore, a minimum of 4 anchors in each zone Al and 6 anchors in each zone A2 are required (14 total). Double Door w/sidelites - Load supported by Astragal:(12 sf) 6I172o02 Lyndw F. Schrnia P.E. Florida Licans:e Yc. "i) 19506 French Lacs Dr. Lutz, FL 33558 i'. DoorCraft ®GLADIATOR WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING/INSWING BA UNITS W/9 W.OUT SIOELITE9 37.50' MAX. OVERALL WIDTH U T O N L X 53.0' MAX. OVERALL WIDTH 53.0' MAX. OVERALL WIDTH X 0 0 X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT -SWING OUT -SWING OUT -SWING POS. 53.0 NEG. 57.0 - POS. 53.0 NEG. 570 POS. 53.0 NEG. 57.0 IN -SWING IN -SWING IN -SWING POS. 48.0 NEG. 48.0 POS. 48.0 NEG. 48.0 POS. 48.0 NEG. 48.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELRES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINOSORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4 r 1 1 .�:•3•r.=4ti�-..rn�vrGP.tn:;1w��.r."a�+rt.;��.y.:v.l', 1N Yf +LLU-Lu LVY nu i 52,a .. # 74' �MAX. 10525' MAX OVERALL FRAME WIOTH� OEM X X DESIGN PRESSURE RATNG OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 PRODUCT OESCRIPTION 1. THE DOOR FACE SHEETS ARE 25 GA (0.01n MIN. THICKNESS. 2. THE STLES AND PALS ARE WOOD CONSTRUCTION. J. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSM7ENE 4. THE SIDELRE GLAZING IS 0.5' INSULATED GLASS BY OOL OVERALL FRAME WIDTH El El El E9 lull 0 X X 0 5. THE WOOD JAMBS APE A MIN. 4-9/16'. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE -TYPE (OUTSWING)I OR ' AN ALUMINUM SADDLE TYPE (INSWING). 1 7. ALL LATCHBOLT AND DEADSOLT HARDWARE MUST BE CYLINDRICAL GRADE 9 WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 26, 2002 Lyndon F. Schm.dt rlonlu P. E No. 43409 19506 Fenoh lace Dram Lutz, FL 33558 a At Z 813.659.9197 c 6105102 N.T.S. Ino RW Ino RW - MG NO.: JW-101-OC ¢ / m 4 T I TL � ��\�` /K . \ �.w/& / § �} \�/ N=� 6'8 DOOR OPMING Q0 5 EQ. EivoES— C. \� �\ �! 'Z e I , . I . ._ .0. F1 r � T 6 6 i2 J� 24 200Q ANCHOR CROSS SECTIONS JELD-WEN, INC. Lyndon F. Schmidt MASONRY 6'8 31725 HIGHWAY 97 NORTH Florida P. Em No 43409 IN -SWING WOOD 17RAME CHILOQUIN, OR. ma195015 _ate Drive Ef PH. 541.783.2057 Lutz, FL 33558 I z SCal MASONRY LINTEL I x 2 FlRRING O v r I.5'� DRYNALL I I MASONRY LINTEL yym _ I I I x'2 FRfsNG J' MAX to, O.C. 2,� DRYWALL �� jI'Ixl�(\yy L O O IA �+ 3/16 TAPCON Un L TYPE ANCHOR 'x � �I1111 y C - i PtE \(d 48 1MERC z TT ANCHOR.• NWd 4 3m 1X BUCKdo Su, / 3N h� 1J5� CONCRETE .25" MAX. SHIM SPACE �x 8 s x z-1 2' / J PFH WS h� MASONRf BLOCK FaFRIpg J.25' —1 t� HEN) JAMB = \]ji0 2X SUB -BUCK � ac• ON 2X BUCK %j\ MEAD dAMB a TO IX SUB -BUCK DRIWALL .15' MIN. t\ to C-SINK I x 2 FlRRING o JL M —T �6 MB z Q O _ 0 Q IX BUCK = Z f7 o ,.a- DRYWALL .15" MIN. Z (7 0 • o e : I x 2 FlRRING C-SINK LF.. /B x 2-1/2" PH AS R O� L 1tlL814H .. H 3/16' iAPCON F�IOB c TYPE :' f.' ANCHOR 2 CONCRETE N MASONRY BLOCK 1 01 .25' MAX Y r Z SHIM SPACE z �J/16' O C 1.15" MIN. i TAPCON 1 1YPE ANCHOR P U EMS. 4 = Uz Ony�y 0 _ 3/I6- TPPCON8 TYPE ANCHOR y ? O 3 1.25' MIN. 3 ELCO TAPCON OR EQUAL O Z U O U VI (235 LB. SHEAR RATING) 1.25" MIN. ."�. EMS. .'.. MAX. Z O �11 VERRCAL SIDE MR SHIM SPACE H;M N TO® 1X SUB BUCK 2 - - - _„g'!a r^ = I 2 X INSTALI ATION' - _/i\ VERTICAL SIDE JAMB Z z 6.0' 3/f6- TAPCON TYPE ANCHOR_.I�R - ;;TT ,. �_T TO IX SUB -BUCK tP �l`•-2U1 ¢ O• 3.0" ELCO TAPLON OR EQUAL (235 LB. SHEAR RAPNG) y4 •' '-6'�- 60" CONSVLTANIS. INC 3.0° BI3.659.91W J u 3.0' I.._ J.0" I DaTE 6105102 NTS —i Vz-_/ r>m xs I I I I ID aec SeWLN qN HORINC. OF RIOEI ITF 10 4X B N 1 X INSTALLA➢ON S _ `� pIX. gf RW NOTE: I _ .I/le• wcox J M c No.: 1. When using a 1X sub -buck a 6-9/I6' jamb is required to allow for min. edge spacing for Tcpcon type anchors. JW-101-OC 2. A minimum CIBOranee Of 2.0-for all anchoring screws t0 mortar joints must be maintained. AN[HORIN(] !)F S OELIIF 1NR0 IC'H N BDCK 91E£T j OF j N r N O —� �z 1.25" vm m NN ' .15" MIN.-4r C-$INN 25" MAN. SHIN SPACE 6. WE N� x x A x O � l I I —(5) EaLLAI SPAa6— _ O C to Am 5.0 r x 6.0" ¢ g e m 8 28, 2002 F P f7 ANCHOR CROSS SECTIONS JELD-WEN, INC. Lyndon F. Schmidt WOOD OR STEEL STUD 31725HIGHWAY 97NORTH Florida P. E. No. 43409 CHILOOUIN, OR. 97624 19506 French Lace Drive o IN -SWING / OUT -SWING PH. 541.783.2057 Lutz, FL 33556 WOOD FRAME DoorCraft®ENERGY SAVER WOOD EDGE OPAOUEINSLILATPDSTE13 DbOR OUTSWDHG/INSWING"UNTIS VW& WVUFSIOELTTM III... 37.50' MAX. ...777 it OVERALL WIDTH U W m Q b 2 O L X 53.0' MAX. OVERALL WIDTH r 53.0' MAX. OVERALL WIDTH -1 X 0 0 X 74' MAX. OVERALL FRAME WIDTH X X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING ASTRAGAL TYPE DESIGN PRESSURE RATING OUT / IN -SWING OUT / IN -SWING OUT / IN -SWING WINDIAMBER II OUT / IN -SWING POS. 70.0 NEG. 70.0 POS. 70.0 NEG. 70.0 POS 70.0 NEG. 70.0 BY GENESIS POS. 70.0 NEG. 70.0 IMPERIAL /SIRA OUT / IN -SWING SEE •BELOW POS. 57.0 NEG. 57A 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE SIDELITES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR GUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 1 70525' MAX. OVERALL FRAME WIDTH �a �m Do JOB 0 X X 0 ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER 11 OUT / IN -SWING BY GENESIS POS. 70.0 NEG. 70.0 IMPERKL ASRRA OUT / IN -SWING SEE • BELOW POS. 57.0 NEC. 57.0 PRODUCT DESCRIPTION ,l I\T.=RTTRI 1. THE DOOR FACE SHEETS ARE 24 GA (0.020� MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE S)DELITE GLAZING IS 0.5' INSULATED GLASS BY ODL 5. THE WOOD JAMBS ARE A MIN. 4-9/16'. j 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). # 7. THE IMPERAL ASTRAGAL USES A 9.0' LONG s 03125' DA ASTRAGAL ROD JUNE 28, 2002 TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625' THK. ALUMINUM ROD SLIDE I Lyndon F Schmidt BARS. THERE IS (1) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CEN(EH. Ronda P. E. No. 43409 8. ALL IATCHBOLT AND DEADBOLT HARDWARE MUST Bk CYLINDRICAL GRADE II 195D6 French Lace Dnve Lutz, FL 33558 WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. 813.659.9197 61202 c. a WLN a RW vwc tia: JW-102-0C T 1 1/2- DRYWALL 0 3116- TAPCONO.C.c, �E ANCHOR I'YPE MAXC' 1 2 HRRIN 1/2 Diww� �ONRY LIWEL 1 2 FIRRINC 0 z n n 2X BUCK Xe Ud . C, li • Ix S� *MCHOR CONCRETE EVERIO WERIOR AS BLOCK 0 0 co 3116- TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL (235 0. SHEAR RATING) gel, 8 2-1,12' a: HEAD NEN JAMB I 03-5. AMUCK 1/2- DRYWALL1 BUCK 1. 2 FRANG eIio• • L1 O.C.0 I 112- DRYWALL Ix BUCK x 2 FRRING IWEMOW u R C13OJ Is cS • EdPM WSNJn 0 CONCRETE MASONRY BLOCK Nt, J. EXIERIOR O 3116- TAPCON ON .25' MIN CW L... . L') �E ANCHOR Ewa.D¢ ELCO TAPCON OR EQUAL SHIM MAK. Ot HIM SPACE ,js- M (235 I.B. SHEAR RATING) 0 sull Cr- T. VERTICAL2 U 9 X INSTALLATION 0 VEFMC&L SIDE JWWB M Ix SxS-BUCK 6.0' CONSYLTAVfS. INC 3.0 o.,' I X INSTALLATION atE.6112102 s [F�j s� NTS Us �. W.. WLN CM Ur RW if anchoring to d int. must so rn.irt.ined JW-102—OC ANCHAING OF SIDELME IQ ZX 210 A minimum clearance of 2.0 for a on o ng screws mortar is AN HORN. OF SID= MRK)UaU—tX-a=K is �� - _ - .MASONRY LINTEL 1 z 211 FlRRING V•L`Z�hi�r m v w �r1.5'� 1 DRYWALL �e�"�•G'2F�K y��1� LJ={'a"" ` Q Y �l W MASONRY LINTEL 9 O ❑ ,L_�2m, 1 x 2 FlRP.1.4O J" MAX 16' O.C. T\A �. ' # DRYWNl '30 — 3/16" TAPCON LLVV+aiF��` N L TYPE ANCHOR w 0J116' It N 6148 17�IQB ... TAPCO TYPE ANCHOR a v acc s�� :.. 1X BUCK J LL 2Y 4 �8 MAX. nN '^ PFl1, W5 =tip', CONCRETE MASONRY BLOCK .25' SHIMSPACE �ffiIOR L3.25' J 1�QB HEAD .IAMB ED2K SUB -BACK W xa' Q DRYWALL% BUCK ,15" MIN. HEAD JAMB 4 ED TO IX SUB -BUCK N 1 z 2 FlRRING C-SINK i ^ b _r INTERIOR W CJ C¢ O z3oN - o .. G IX BUCK 2 m " r .15' MIN. C-SINK Z C=9 1 z 2 FlRRWGrn� 3 2 L � INTERIOR LU ^ x x 3/16' WCON � z z `V n N U CL r E ANCHOR CONCRETE 4 - MASONRY BLOCK I 1 T .25' MAX. Z W SHIM SPACE 'z 3/16" TAPCON ti 1.15' MIN. c g 1" TYPE ANCHOR W IZ A N O o 3/16" TPE ANCHOR �108 y O 3 f.25' MIN. EMB. m g 1A ELCO TAPCON OR EQUAL I p Z U p p z (235 LB. SHEAR RATING) 1.15' MIN. EMB. I Z CILT0�2® %51191DEUCKMB .i •'... •� -II ; .25" MAX. SHIM SPACE CC � 3 N v 2 X INSTALLATION ({� VERTICAL SIDE JAMB ¢ =O 6.0 3/16- WCON TO I� X SUB -BUCK 3.0` 3.0' rJ.O" TYPE ANCHOR ELLO TAPCON OR EQUAL (235 LB. SHEAR RATING) • 6.0• 6.0' OL/ BNtDWG eolrsuLrANrs, Wq Tt 3.0' 813.659.919] I I 3.0' nao. 6 12 02 /J —L stAJO NTS ze .21nJ 1 I I I M. W. WLN ANCHOR Nf OF SpEIIIE TO 2X BUCK 1. X INSiA11ATION J — �a aoc 6Y:, RW ANQM' I 1 L ins• vwmr/ wu+rw ru: 1. When using a IX sub -buck a 6-9/I6" jamb is required to allow for min, edge spacing for Tapcon type anchors. JW-102-OC 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. PNCHORINL OF SIQP ITF iHROQCH 1X B0[K 3fFT 3 ap 4 r 6.0• � .I5• NIN. a-6WK A' i 125' a�'n n� am S 3� xz 25• MA%. � i i SHIM SPACE N N 1.1MIN. Na. N X N X O 0 2 O �m x a Fn y o �{ 6.0• I t� I K (5) EOa4L SPACES- P Z L) r m 0 0 0 I —I eM• f< m III 71 2 0 r dO� I 6.0• o / g 9 E q m m 2 ANCHOR CROSS SECTIONS JELD-WEN, INC. +MNE le, 2002 Lyndon, F. Schmidt v ^� WOOD OR STEEL STUD 31725 HIGHWAY 97 NORTH OR. 97624 FFloridu P. F- No. 43409 19506 French Lace Drive R I A s '° IN —SWING / OUT —SWING CHILOOUIN, �' 0 o N "F o WOOD FRAME PH. 541.793.2057 Lutz, FL 33558 DoorCraft®ENERGY SAVER WOOD EDGE OPAQUE INSULATED STEEL DOOR OUT -SWING YtN-SWING" UNUS WAA WAJUFSIDELRES 37.50' MAX. OVERALL WIDTH x x w LL e m 53.0' MAX. H OVERALL WIDTH 53.0' MAX. OVERALL WIDTH OLD X X 0 D X DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE T/NNSWINOON OUT / N-SWIN POS. 60.0 POS. 60.0 NEG.O1T�G GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. J. THE SIDELDES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINOBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 1 1 74' MAX' 105 25' MAX OVERALL FRAME WIDTH OVERALLL FRAME WIDTH X X ASTRAGAL TYPE I DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL OUT / IN SEE .BELOW POS. 43.0 NEG. 43.0 r e r Lu • 0 X X 0 ASTRAGAL TYPE I DESIGN PRESSURE RATING WIND/AMBER 11 OUT / IN -SWING BY GENESIS POS. 60.0 NEG. 60.0 IMPERIAL ASIRAC OUT / IN -SWING SEE •BELOW pOS. 43.0 NEG. 43.0 PRODUCT DESCRIPTION 1. THE DOOR FACE SHEETS ARE 24 GA. (0.020� MIN. THICKNESS, 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. J. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE 4. THE SIDEURE GLAZING IS 0.5' INSULATED GLASS BY ODL 5. THE WOOD JAMBS ARE A MIN. 4-9/167. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTsw)NG) OR AN ALUMINUM SADDLE TYPE (INSWING). * 7. THE IMPERIAL ASTRAGAL USES A 9.0' LONG x 0.3125- DIA ASTRAGAL ROD 1 TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625' THK. ALUMINUM ROD SLIDE BARS. THERE 65 (1) ALUMINUM BARITOP & BOTTOM & (3) IN THE CENTER. B. AL. LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE If WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. ✓/" E 26, 2002 Lyndon F. Schmidt Roridn P. E No. 43409 19506 French Lace Orin Lutz, FL 3355H 111 813.09.9197 111 JW-103-OC 1.25" MIN. 1.1 MIN.- EMS, .25' MAX. SHIM SPACE oN 15" MIN C-SINKin( n CI PK NOMINAL 8'0 DOOR OPENING 4* 16 24" a NOMINAL 8*0 0009 OPENING 6.0 (5) EQUAL SPACES 6o* O pv rol C� 19t, A .25' SHIM SPACE .15' MIN.— C-SINK 125, M we. IS T— E , . p ANCHOR CROSS SECTIONS MASONRY 8'0 JELD-WEN, INC. 31725 HIGHWAY 97 NORTH .)R 28, 2. Lyndon F. Schmidt Florida P. E. No. 43409 c, Z IN —SWING WOOD FRAME CHiLOQUIN, OR. 97624 19506 French Lace Drive PH. 541.783.2057 Lutz, FL 33558 19 a MAX 18" OC. 3t k 2 FRAING iL7_ �E ANCHOR U< CONCREIE -MASONRY BLOCK J116- TAPCON z TYPE ANCHOR 2 , as 28 INTERN) z SUCK C 0 a 0 .2 c, 5* MAx. ix SHIM SPACE nN IF 8 s 2-112- Vi L 1,21' J INTERIOR PM M a: I. tMI-HRUCK JAMB 0 6 • 0, G TO WX W-MBUCK 0, 2X SUCK O.C. DRYWALL.15 MIN. C-SINK a: 1 x 2 ERRING IX BUCK 0 INTERIO z OR .15' MIN. o I x 2 RRRING CONCRETE 7�\� 1 (3 C-SINK 1, MASONRY BLOCK T_ Z� IS x 2-112' T_ L INTERIOR PJH%S LU 01 a CL N 3116- TAPODN EWERR) Lr) �E ANCHOR '31I'V16' TAPCOM T PE ANCHOR 3116- WON P= 25* MAX. ELCO TAPCON OR EQUAL 1'rPE ANCHOR SHIM SPACE (235 M SHEM RATING) 2 0 Lr, -� (Z) O 1.15' MEKTRIW 0MM. EMS. 1.25' MIN. Ll 1.25" MIN. SUB. EMS. 25' htAX. IL !LS'OEJAMB SHIM SPACE j, 6.0 6,0" TAPGON 177 �E ANCHOR J3.0 30. aCO TAPON OR EOUAL SIDE B 3.0" (235 0. SHEAR RATING) 6.0"- 6.0" CONSVLTAM", INC (D MRYMO Tt 2 X INSTALLATION 13 OH a>E202 _T i NTS Is 2 112' 4L 4E PIN NS WLN - ANCHORING OF SIDELfTE M 2X SUCK • I X INSTALLATION CHs+ Im RW NO j/h'. I. ass"RG N0_. 1. When using a IX sub -buck a 6-9116" jamb is requirpd to allow for min, edge spacing for Tapeon type anchors. i dw-103-0c 2. A minimum clearance of 2.00 for all anchoring screws to mortar joints must be maintained. 3 oR, 4 cm cm 9 N � 9y I 1 2 m m ms m , cm z w a .15' MIN. • SHIM u 1.15' MIN. r ENB. �t 2 2 a it 1 6.0' a (5) EOVAL SPACES 0 i 6.0' al fi.0' Z C1 w a 0 - ti m , b. o9,— I 'I 1 • a o F CfJ ' J fA � it _ w w 4 e.o' 4 6 g ANCHOR CROSS SECTIONS JELD-WEN, INC. .xnc va may Lyndon F. Schmidt �' `i N mq '� IN —SWING / OUT —SWING 31725 HIGHWAY 97 NORTH Florida P. E. No. 43409 s WOOD FRAME CHILOOUIN, OR. 97624 19506 French Lade Drive a PH.541.783.2057 Lutz, FL 33556 91 DoorCraft ®GLADIAT,OR WOOD EDGE GLAZED INSULATIED S1EEL DOOR OUT -SWING BBUNNSWAB W,OLTEBIDELnFS 37.50' MAX. I OVERALL WIDTH i r w w r r B ae Q r � - r z r L r X 53.0' MAX. OVERALL WIDTH 6 D ID f 53.0' MAX. OVERALL WIDTH r r � r r B r r � r X 0 0 X DESIGN PRESSURE. RATING DESIGN PRESSDRE RATING -OUT—SWING OUI—SWING POS. 46.0 NEG. 46.0 L POS. 46.0 NEG. 46.0 .GENERAL NOTES DESIGN PRESSURE RATING OUT —SWING POS. 46.0 NEG. 46.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. 3. THE DOORS AND SIDEUTES REQUIRE WINOBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDSORNE DEBRIS AREAS. 4. FOR OUTSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING WOOD STUD ANCHORING SEE .SHEET 3 OF 4. t , 74' MAX. OVERALL FRAME WIDTH r r r r r y r y 6 r r r X X DESIGN PRESSURE RATING OUT —SWING POS. 45.0 NEG. 46.0 off-Tim9mr—Tiprim-, M., 1. THE DOOR FACE SHEETS ARE 25 GA (0.018� MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. J. THE INTERIOR DOOR 067TY IS EXPANDED POLYSTYRENE. I C5.25' MAX. OVERALL FRAME WIDTH � r � r y 6 r s y r r y f 4. THE DOOR AND SIDEUTE GLAZING ARE 0.5" INSULATED GVSS BY ODL 0 X X 0 5. THE WOOD JAMBS ARE A MIN. 4-9116-. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OVTSWING). 1 7. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRIGL GRADE It WITH A 161 EDGE PREP AND A MINIMUM 1.0' DFADBOLT THROW. DESIGN_ PRESSURE RATING OUT —SWING POS. 46.0 NEG. 46.0 JUKE 28, 2002 L Lyndon F. Scn A;df Florida P. E. Nc. 43409 19506French Lace Dine Lem, FL 33558 W; JW-104—OC a 1 of 3 3 m NASONRY uN1El I x 2 FlRRING CENTIMAL FILOI:CIIPA, EtG. AL %� a r1.5•� ORYNALL MUNI l—V AILYnDE, 1 MASONRY uN1EL / E 7 OM m a' Mrx 1e' D.C. _ 1 1 x 2 Fl.R,eNC m / Vv,e y1 .0 O O N Y t J M] 3/16' TAPCON A.'s''TT-m FI 17..# (., 2•� 0.4YNALL. I m — M . TYPE ANCHOR v: w c mod° xYw ••' 3/I6•TARCCN V O� id"�BI08 Jfj<fH106 _i TPE AN `o m NW d 4 Ix SUMtoot rn )n� 1.J5'-1 �i CONCRETE MAY �+x (a x 2-1/2J :n I MASONRY BLOCK SHRI SPACE PFH WS HEAD JAMBE J.25' F �� TO 2X SUB —BUCK � to ao' T HEAD JAMB 2 N 2X SUCK ° i0 1% SUB —BUCK n n DRYWALL As- MIN. 01 C—SINK 2 FlRRING _r 1d 14R Z may` N o ° • Ica• MLL' W n c w as 1X BUCK 2 fa x 2-1/2' �:' .. DRYWALL .C— K h O J^T Pi W5 m 1 x 2 FlRRING II C—SYNK W V a 3/16' TARCON 1�RIDR 1 �� TYPE ANCHOR CONCRETE n MASONRY BLOCK o ri N .25' MAX. - SHIM SPACE w 1 1.15' MIN. - \ yOj m - EMB. O ` 3/16W TAPCON jp O TYPE ANCHOR p 3/16• TAFCON _ TYPE ANCHOR p cc 3 115' MIN. m B ELCO TAPCON OR EQUAL JAB V O (J EIdB. _ (235 W. SHEAR RATING) O' � 3 1 VERIIGL SIOE JAMB IM, MIN. = y TO 2X SUB —BULK - .25' 2 N INSTALLATION SHIM SPACE ¢ O 3/16• TAPCON ..S i..,cf. .:.=•w. 6.0 1YPE ANCHOR .:', MEWICAL SIDE JAMB. 6.0• ELCO TAPCON OR EQUAL •, , 3.0• �3.0• (235 W. SHEAR RATING) 5.0"T:.N nlnc J J.O' 6.0INC0•9]3.0'J.O'22IA'.1 A Bc WLN AufunRlNn nF £IOFl DE TO 2x aLmK 1 X INSTALLATION _ oM. Irn. RW NOM, - - r, 1 "1 '/w jW-104—OC Tu ml 1.. When using . 1X sub —buck o 6-9/16' jamb is requhod to allow. for m:. edge spacing For T.Pcoo type anchors. JW 2. A minimum CIeamn,C of 2.0' for 011 OnchOdng Screws to Tortor join@ must be Taint.inBd. ANCNDRINC OF SIOELRE THROUGH 1% BUCN SnQT 2 C! 3 N ' t 15' MW. C-SINK .26' MAX. SHIM SPACE 1. 15• MIN., EMe. N X X x 0 (5) EQM SPACES- 0 MI Z L) O A m 4 m p uo b 6.a' � 1-1 Ili • I i(e i 1 1 +i — I i rr � IT 4 O y 5 m 8 ANCHOR Cmid 2e, 2a6z CROSS SECTIONS JELD-WEN, INC. Lyndon F. Schmidt WOOD OR STEEL STUD 31725 HIGHWAY 97 NORTH Fioridn P. E. No. 43409 R ' a f '° OUT —SWING CHILOQUIN, OR. 67624 19506 FI ench Lace Drive WOOD FRAME PH. 641.763.2057 Lutz, FL 33556 24 1. DoorCraft ® ENERGY SAVER WDOD EDGE GLAZED INSULATED STEEL DOOR OVTSWING /INSWING"UTNR9 W/8 WiDUF SIOELLTES 37.50' MAX. .{ OVERALL WIDTH I i L r � r W � r r � e 0 r r r m 53.0' MAX. OVER WIDTH f r r r / r f e c r r s f 53.0' MAX. OVERALL WIDTH DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN-SiWNG (9MOUT BOLTS) OUi / IN -SWING (1WMOUT BOLTS) OUT / IN -MG (WNHOUT BOLTS) POS. 50.0 NEG. 50.0 POS. 50.0 NEG. 50.0 POS. 50.0 NEG. 50.0 OUT / IN -SWING (WITH BOLTS) OUT / IN-SYWNG(WITH BOLTS) OUT / IN -SWING (WITH BOLTS) FOS. 65.0 NEG. 65.0 FOS. 65.0 NEG. 65.0 POS. 65.0 NEG. 65.0 THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIOA. BUILDING CODE WODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. - ..HE DOORS AND SIDELITES REQUIRE WINDBORNE-DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR CUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE. SHEET 4 OF 4. FFE _ G _ 74' MAX. OVERALL FRAME WIDTH � OVERALL FRAME WIDTH Le r ASTRAGAL TYPE DESIGN PRESSURE RATING WINONMBER II OUT / W-SWING (WITHOUT BOLTS) BY GENESIS POS. 50.0 NEG. 50.0 IYPERW. ASHASAL OUT / TN-SMNG'(WITHOU! B0L75) SEE • BELOW POS. 50.0 NEG. 50.0 MNDJAAIBER It OUT / IN -SWING (WITH BOLTS) BY GENESIS POS. 65.0 NEG. 65.0 or r r e • r r r ASTRAGAL TYPE DESIGN PRESSURE RATING MNDJAMBER II OUT / ESN -SWING (WITHOUT BOLTS) BY GENESIS POS. 50.0 NEG. 50.0 WFOW ASRUGAL OUT / W-SWING (WITHOUT BOLTS) SEE • BELOW POS. 50.0 NEG. 50.0 MNBJAMSER If OUT / IN-SMNG (WITH BOLTS) BY GENESIS POS. 65.0 NEG. 65.0 PRODUCT OESCRIPT70N 1. THE DOOR FACE SHEETS ARE 24 CA (0.020� MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3, THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE DOOR AND SIDEUTE GLAZING ARE 0.5' INSULATED GLASS BY ODL 5. THE WOOD AMBS ARE A MIN. 4-9/16'. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). •7. THE IMPERIAL ASTRAGAL USES A 9.0- LONG X 0.3125- DIA ASTRAGAL ROD TOP & BOTTOM AND (5) 4.5- LONG X 0.5625- INK. ALUMINUM ROD SLIDE BARS. THERES IS (1) ALUMINUM W TOP & BOTTOM & (3) IN THE CENTER. 8. ALL LATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE II. WITH A 161 EDGE PREP AND A MINIMUM 1.0' DEAOBOLT THROW. DUNE 28, 2002 Lyndon F. 5chmiR. Florida P. E. No. 43409 19506 French Lace Drive Lutz, FL 3355E xi 813.959.9197 JW-105-GC Lf) N 3ttPE ANCHOR - 3" MAX 18" O.C. f/2" QRYWALL 1 z 2 FlRRING fi 1/2" OMALL I r Nr CS MASONRY fINIEL r .5 5 1 x 3 FlRRING AI,tSONRY IIMb. �� ! E O0 1 r L O J h zx eucK 1., �'€F,::j. a i...t `i... c .' 4' P':^ tI'ei. _ .5• \,; _ _ a f UZ w il a leFiIFp ✓, 1, . i 1X 6UCK LL I+ CONCRETE �V �. 4T J 9 IO 'IQB I • INTERIOR MASONRY' BLOCKJNRFRIO r _ 3%16" WCON IYPE ANCHOR S ELCO TAPCON OR EQUAL (235 LB. SHEAR RATING) $ 8 a 2-1/2' n J/16" TAPCON PM 10' a f.n" cf - a - NFPD .L461B _ Q ? �1 HFPD JPM9 z - TO 1X 8UB-BUCK Z N To 2x SUB -BUCK i n n o a � 01 4- �E"DRYWALL p m f/2• OMALL - c U ¢ p o N 1XBUCK 1 x 2 .O. wx. 1 x z FlRRING 1fQEBIG$ NIFRIOR O.ZW=jNLo CQ 8 z 2-1/2" 3I16" TMCON n PH NS � 7�UCONCRE E MASONRY BLOCKJ/16" TA. F�TFRIQvANI I W p3 Ili rsmu TEE ANCHOR 6- TAPCON 1.25" MIN: T r�4yaN _ Vl O ELCO TAPCON OR EQUAL EMB .25' MAX O Q_ 3 1es' nn z n (235 LB. SHEAR RATING) SHIM SPACE U O EUB %11 VE1f8CA1 SIOE JAMB v z �IPB N 1'2s TO 2x Sue -SUCK 2 X INSTALLATION U V (IAL SIDE JAMB ¢ 2 ¢ TO 1X SUB -BUCK 3.0" 3:0" cansuErurts. inc 813.659.919T 3.0' 3.0" —J- m LTA L DAM 6 12/02 J-m rnvc. Br: WLN J//J _ J/ _ !. oN. Isr: RW ie a ] I/N"NOTE' J/16' T..DRM NG No.: PM w5 F. i•. A mini/num clearance Of 20" /Or all ancM1ming screws to mortar Joints musElbe maintained. _ JW-105—OC ANf F DOE ITE i0 2X RUCK ANCHORING OF 61QEL(!E THROUGH 1X BUCK . view 2 ar. 4 CC �Hlog z T-- 6 l 2-1/2" PFH IIS HEN JAMB lZ TO �2XSUS-BUCK 2X BUCK DRWALL 2 nRRING , I s 2 11RRING DR ALL 3/I6' TAPCON TYPE ANCHOR JVMkSONRY BLOCK ij MASONRY UNTEL 1 x 2 nRiNN5 r- 2'-1 DRMAL. —3116- TAPCON TYPE ANCHOR IX BUCK �ai .25' MAX SHIM SPACE J .15" MIN. C-SINK IN7ERIQ 2-1/2- E RICR 25' MAX. SHIM SPACE . a= 7.15' WIN 7 1.25- WIN So BUB. 35 SUB -BUCK m 2 6V 603/16- TAPCON . TYPE ANCHOR 3.0' j ELCO TAPCON OR EQUAL 3 .0 3.0" (235 LB. SHEAR RATING) cl 4_ (DWSLOI TO BUCK IX BUCK .a. OWVIllAtl. .15' MIN. C-SINK I x 2 RRRINC� _T INE'ERIO CONCRETE MASONRY BLOCK 3116- TAPCON TYPE ANCHOR 3116' TAPCON T E ANCHOR ELCO TAPCON OR EQUAL Ei(TERIOR LB. SHEAR RATING) 5' MIN. 1.2Bull. 25' MAX. I L SHIM SPACE is, c 1/2'.-/ T PM ws I X INSTALLATION ANCHORING OF SjQFIITE TO 2X SUCK I 1. 1. 07Wen us!" o IX sub -buck a 6-9116" jamb is required to allow for min. coga spacing for Topcon type anchors. 2. A mminn.rn clo ... ncs of 2.0" for all anchoring sa,.a to mart., pm(Ul rru0 be maintained. VERT ICAL JAMS T 'X SUS -BUCK 3.0, T.. ANCHORING OF MaLMROUGH ly BUCK 0: d C) LU 0 (L O Of 'C 111 813.659.9197 111 K 8". mJ__ �" MNGxa. W-105-OC 3 or Z 1.25' u u • .15- MIN. O-SINK _ �- ^� Fc .25jL ' MAKSHIM SPACE1.15 EMB. N X k n A C _ Ot x o mm l -{60't a .x 0 (5) EOM SPACES m ' p Ili • C m m ' • r �1../'i it Ip L Q 9 T� q ANCHOR CROSS SECTIONS JUNE 28. 2002 Lyndon F. Schmidt P "Fli F = ht mN WOOD OR STEEL STUD JELD-WEN, INC. 31725 HIGHWAY 97 NORTH Florida P. E. No. 43409 p, o u ' F ^+ u-I a IN -SWING / OUT -SWING CHILOOUIN, OR. 97624 19506 French Lace Drive IA n �o WOOD FRAME PH. 541.711 Lutz, FL 33558 6, 17 DoorCraft ®ENERGY SAVER WOOD EDGE GLAZED INSULATED STEEL DOOR OUTS WING &O.UNRS WY& WAOUf SIDPJIlES 37.50' MAX. 53.0' MAX. OVERALL WIDTH �oVERALL WIDTH r r r r - ,r e r 0 r r r OVERALL WIDTH 53.0' MAX. r r r r r r e G r r r y 74' MAX. OVERALL FRAME WIDTH r r y r r r r e e r r r r 105.25' MAX. OVERALL FRAME WIDTH r r s r r r r y r r r r r e r r r r r y i r X .X 0 0 X X X 0 X X 0 DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING ASTRAGAL. TYPE DESIGN PRESSURE RATING ASTRAGAL TYPE DESIGN PRESSURE RATING D'JT-SWWG (WITH BOLTS) OUT -SWING (WITH BOLTS) our -SWING (WITH BOLTS) WINDJAYBER It OUT -SWING ('WITH BOLTS) WINDJAMBER II 1 OUT -SWING ('WITH BOL7S) POS. 53.0 NEG. 53.0 POS. 53.0 NEG. 53.0 POS. 53.0 NEG. 53.0 BY GENESIS POS. 53.0 NEG. 53.0 BY GENESIS POS. 53.0 NEG. 53.0 _ WPER14L ASOrAl. OUF-SWING ('WITH BOLTS) wm4L ASIRM?L our -SWING (WITH BOLTS) SEE • BELOW POS, 47.0 NEG. 47.0 SEE • BELOW POS. 47.0 NEG. 47.0 GFNEBAL NO 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 'RODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. HE DOORS AND SIDELRES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. PRODUCT VIEWED FROM INTERIOR. 5. FOR OUTSWING MASONRY 'ANCHORING SEE SHEET 2 OF J. 6. FOR OUTSWING WOOD STUD ANCHORING SEE SHEET 3 OF 3. I 7 .PRODUCT DESCRIPTION 1. THE. DOOR FACE SHEETS ARE 24 CA (0.020') MIN. THICKNESS. 2. THE STILES AND RAILS ARE WOOD CONSTRUCTION. J. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE.---""'"`- 4. THE DOOR AND SIDELITE GLUING IS 0.5" INSULATED GLASS BY COL .-- 5. THE WOOD JAMBS ARE A MIN. 4-9/16'. 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING). •7. THE IMPERIAL ASTRAGAL USES A 9.0' LONG X 0.3125' DW ASTRAGAL ROD TOP & BOTTOM AND (5) 4.5" LONG X 0.5625" THK. ALUMINUM ROD SLIDE BARS. THERES IS (7) ALUMINUM BAR TOP & BOTTOM & (3) IN THE CENTER. B. ALL LATCHBOLT AND DFAOBOLT HARDWARE MUST BE CYLINDRICAL GRACE If WITH A 161 EDGE PREP AND A MINIMUM 1.0" DEADBOLT THROW. 9. SURFACE BOLTS ARE I1ES 1454 BA' LONG. 26, 2002 Lyndon F. Schmidt Fioridc P. E. No. 43409 19506 French ILace 0.,o Lutz, FL 33558 97 er JW-106-OC F z wsONar urvtEL - a �m 1 x 2 FlRRINC 3 MAY 18" O.C. at • x 1 1 L 1 a 1 I MASONRY t1NIE1 i x 2 cfiRRiNG p` �rT 5•-1 o6rwAu 'II 7 ' a < pm 2s ORYNAI.L t o o u�i V 2 0 0 3/16" iMCON 4 T 41 W U J TYPE ANCHOR CONCRETE 4 m MASONRY BLOaN 3/16" TAPCON L� ri x TYPE ANCHOR TO o R• i INTERIOR.' 1X BUCK c a In J T' O J p' u nW „ 15" MAX. 4 a. a SHIM SPACE a Hy P B x N INS 1.J5' ti EXiER10R J.25" —1 8 PFH INS 1n i N 1 HEAD .IAMB Q '¢ TO zx suB-BUCK HEAD JAMB Z N 1fi.0" MAK TO 1X SUB -BUCK Lp r _ O.C. n 2Y BUCK V. ' c DRYWALL C-SINK w� N.V ¢ ¢ 0 t x z FlRRNG'•- 1X BUCK ? 3 N —! JN�IQB o: DRYWALL .15' MIN. = Z m Z OO m CONCRETE 1. x 2 FlRRING C-SINK W �n MASONRY BLOCK PFNxWS 1/2• N LU OJ IL ' � U C! J W E%TERIDR TYPE ANCHOR 3/16" TMCON�E ANCHOR 2 n ELCO TMCON OR EOWJ. �3/16" TAPCON �. .z5" MAX o TYPE ANCHOR U L, SHIM SPACE (235 LB. SHEARRATING) ow 0 N p 1.15" MIN.$ } O EMS. •.O• O Z 3 i -IT FH E� I E 7' 1- ' 3 125 MIN.25• MA)(. EMS. T VERCGL SIDE 14M6 �r�t-t J'P �iJE„ 4\ J? �•' �:I jK'o SHIM SPACE _ N i0 ZX6UB-BUCK ' � �C `TYG11 ¢ O 3.0. TYPE ANCHOR"`-'�®'a'^^^••••._EIDE .I4MB 3 0"' ELCO TMCON OR EQUAL 3.0' (235 LB. SHEAR RAnNG) 6.0" 1xsuB-eucK yy BUILOInc 6.0" consuvurts, Inc 2 X INSTALLATION o• 3.0. 813.fi59.9197 3.0" 3.0" Na m- [. 6 12 02 MS ue /e • PM XS - Das. 6Y: WLN /J cxK ar: ANCHORING OF SDF TO 9X Bfl`K 1 X INSTALLATION iRW TION D/t6• TA4ron/ aRAMNO no_ 1. When using a 1X sub -buck a 6-9/16" jamb is regulrbd to allow for mina edge spacing for Topcon type anchors. - JW-106-0C 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. ANCHORING OFANCHORING A��RO�GH 1X BUCK1X BUCK 1.. 2 ar 3 1/2' DR AL INIERIDR g 6x 2: 1/2 PM WS HEPD JAM6 1/2' DRMNAUL VERBCAL SIDE JAMB �SHFATHINC DDMBLE 2% 6.0' 6.0' r2x HEADER HEADER W Sm FSING17EOR 2y ryZ 32 N _u QE ? MD 2X JACK. SWD 1.15' MIK EMS. 25' w HIM ACE S1rPCSSHK�B F Y RA� p11�� MASTER FRZ DOUBLE DOOR SINGLE OR DOUBLE DOOR WITH SIDELITES i ? STEEL EDGE GLAZED INSULATED STEEL DOOR OUTSW WG/INSWING 8-0 UNITS VW & %DUI SIOELF, 37.50' MAX. OVERALL WIDTH II If x 53.0' MAX. OVERALL WIDTH r r r r r e r r r r i X 0 53.0' MAX. OVERALL WIDTH r r, r r r r e r r r 0 x DESIGN PRESSURE RATING DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT / IN -SWING OUF / IN -SWING OUT / TN -SWING 5.0 NEG. 55.0 POS. 55.0 NEG. 55.0 POS. 55.0 NEG. 55.0 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. J. THE DOORS AND SIDELRES REQUIRE WINDSORNE DEBRIS EXTERNAL PROTECTION AS - DESCRIBED IN SECTION 7625.1 OF THE FLORIDA BUILDING CODE WHEN USED IN 'NINDSORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTS'WING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. 1 74' MAX. OVERALL FRAME WIDTH ff r r r r r r r r r e r r rIoJ a x x ASTRAG4L TYPE DESIGN PRESSURE RATING WINDJAMBER II OUT / IN -SWING ' BY GENESIS POS. 55.0 NEG. 55.0 IMPERIAL ASTRAGAL OUT / IN -SWING SEE • BELOW POS, 55.0 NEG. 55.0 1 OVERALL FRAMEWIDTH s s r r r r r r r r r r e r r r r r r r r v 0 x x 0 ASTRAGAL TYPE DESIGN PRESSURE RATING WINDJAMBER It OUT / IN -SWING BY GENESIS POS. 55.0 NEG. 55.0 IMPERIAL A5IRA OUT / IN -SWING SEE • BELOW POS. 55.0 NEG. 55.0 PRODUCT DESCRIPRON 1. THE DOOR FACE SHEETS ARE 24 GA (0.020� MIN. THICKNESS. 2. THE STILES AND RAILS ARE CONSTRUCTED FROM A ONE PIECE CONTINUOUS ROLL FORMED GALVANIZED STEEL 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE- 4. THE DOOR AND SIOEURE GLAZING IS 0.5' INSULATED GLASS. 5. THE WOOD JAMBS ARE A MIN. 4-9/15'. 5. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). 7. SURFACE BOLTS ARE [YES 1454 8.0' LONG. •8. THE IMPERIAL ASTRAGAL USES A 9.0' LONG x 0.3125' DA. ASTRAGAL ROD TOP & BOTTOM, AND (5) 4.5' LONG x 0.5625' THK. ALUMINUY ROD SLIDE BARS. THERE IS (1) ALUMINUM jakR TOP f BOTTOM & (3) IN THE CENTER. 9. ALL IATCHBOLT AND DEADBOLT HARDWARE MUST BE CYLINDRICAL GRPDE II WITH A 761 EDGE PREP AND A MINIMUM 1.0' DEADBOLT THROW. 29, 2002 /Lynda,. F.:rhmidR Florida P. E. M1o. 43109 19506 French Lace Ome Lc:; FL 33558 813.659.9197 5127102 N.T.S. c. a WLN en RW Lew NO- JW-107-OC xT 1 or 4 N CM 1.25' MIN. m CUB. 1.15'MIN. S 3 m EMB, ron o o x x .25' MAX. _ ` m SHIM SPACE �• �• m u .W MIN, g-2xI C-SINK xoO p O o o' w uo m N o N v gL F NOMINAL B'O DOOR OPENING o _ andi 4' 24 16 B i6 24 S � n u � u z �a o NOMINAL 6'0 DOOR OPENING 6 0 (5) EQUAL SPACES z ) z a d z � n � O Z A2 \^ yA S B yD m w o 25' MAN. m u � SHIM SPACE MIN. —{III .. •LI C-SINK v x '•_� 2C a a 1.25' MIN. W F EMB. o I � f C m +V6.0' Q _U1 a 4 k � 3N TF m m mx a i x � x i c I x E y y mEf ANCHOR CROSS SECTIONS JELD-WEN, INC. Lyndon F. Schrridt N op v MASONRY 8'0 31725 HIGHWAY 97 NORTH Florida P. E. No. 43409 5i V z f o IN —SWING WOOD FRAME CHILOQUIN, OR. 97624 19506 French Lace Drive 33 �' o Z ^' PH. 541.763.2057 Lutz. FL 33558 I , 2 "RRIOG NW O_AL Ll"'s_ APCCw ME ANCHOR EXT JN[EPFOR 8 x 2-1/1 PFH wS 2X SUCK DMA11 �,5' MIN. C—SINK 1 2 PRRING IfTEf?lO T_. 18 2-1/2 ti.15. PM WS 3116' TAPCON FXlFRIOQ �E ANCHOR 25* MA(. L SHIM SPACE MIN. 1.25MIN Ma� 1 3-1 MUX , IS' OC MASONRY uN1EL 4 1 2 PRRINO / , I /� 2-1 _z/fa 7APCON TYPE WHOR '�—IX SUCK 3 0 ... SHIM SPACE EXTERIOR L 5. J FWERIOR To SICK O.C.J IX BUCK - I x 2 ♦ -\3116- TAPCON TYPE ANCHOR UCO IAPCCN OR EQUAI. (235 I_f3. SHEAR RAVNG) aw 9 1 :,:J" SIDE JAMB 3116- TAPCON TYPE ANCHOR ELCO TAPCON OR EOM (235 I.S. SHEAR RAVHG) 2 X INSTALLATION IS 2 1r pn, wS ANCHORING OF SIDFUTE M 2X_&CK 1 I X INSTALPOW axle 1. When using a IX sub —buck a 6-9116' jamb is required to allow for min. edge spacing for Topcon type anchors. 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. ORMALL,\ .15' MIN. RRRING-\ -C-S(NK _T INTERIOR 3116- TAPCON TYPE ANCHOR 1.25" MIN. EXTERIOR I L EMB. .25' MAX. SHIM SPACE f!7L S,10%5�2 6.0" K U 1. 1 �u m2 iN 9 Tg 6.0' — Q I I I I I (5) Ea0A1. SPACES. S 9m �N �N SS e`pl m .15' MIN. S .PS' MAN. SHIM SPACE Q o 1.1 5' MIN. EMS. 6.0, 6.0- i , b-C L p m 8 .AAf It 2" ANCHOR CROSS SECTIONS JELO-WEN, INC. Lynyon F. Schmidt o ru a IN —SWING / OUT —SWING 31725 HIGHWAY 97 NOHTH. Florida P. E. No. 43409 19506 French Lace Drive WOOD FRAME CHILOOUIN, OR. 97624 PH, 541.783.2057 Lutz, FL 3355E 35 M I A M DDADE BUILDING CODE COMPLIANCE OFFICE (OCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPT. I, I' MIAM I-DADE COUNTY. FLORIDAI' METRO-DADE FLAGLER BUILDING!, BUILDIN�3 PtAl} TfftNCMLERSTREET,SUITE 1603 � RE�iIE 1FI" ( O�iviPl aOZ�FF33s9 8 �smii FAX (0) it-21: `�ODR Jeld-Wen, Inc. KEEP 'In13 ' 31725 Highway 97 N. 03 Chiloquin, OR 97624 ., FL. SCOPE: Building041lu & to nB Jax This NOA is being issued under the applicable rules and regulations ovc scofZonstruction materials. The documentation submitted has been reviewed by Miami- p film il8uct Control_ Divicionand accepted by the Board of Rules and Appeals (BORA) to be used in Mihhiir0haLFGetr TTn"d other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Ivliami-Dade County Product Cont Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right have this product or material tested for quality assurance purposes. If this product or material fails to perform the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate revoke, modify, or suspend the, use of such product or material within their jurisdiction. BORA reserves the riI to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product material fails to meet the requirements of the applicable building code. I This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane i Zone of the Florida Building Code. DESCRIPTION: Series "DoorCraftO Steel' Single Outswing Opaque W/E Insulated Steel Door - Impact APPROVAL DOCUMENT: Drawing No. DC9920, dated 09/25/00, tided "Outswing Opaque Insulated Steel Single Door in Wood Frame", sheets I through 5, prepared by R. W. Building Consultant, Inc., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. _ TERMINATION of this NOA will occur after the expiration dale or if there has been a revision or change in the, materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,'for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply I. with any section of this NOA shall be cause for termination and removal of NOA. �p ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed, b} the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shah be done in its entirety. i' INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors I' and shall be available for inspection at thejob site at the request of the Building Official This NOA renews NOA # 00-1006.05 and consists of this page 1 as well as approval document mentioned above!' The submitted documentation was reviewed by Manuel Perez, P.E. I, NOA No 02-0712.06 _ Expiration Date: August 05, 2007 Approval Date: August 08, 2002 Pagel r M T DoorCrafte Steel OUTS WING OPAQUE SINGLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH IVOC)D FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA SOLOING CODE 1994 EDITION FOR MMMI-DAOE COUNTY. 2. WOOD DUCKS BY OTHERS. MUST BE ANCHORED 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 EEYONO WALL DRESSING OR STUCCO. A. IMPACT RESISTANT SHUTTERS NOT REQUIRED is DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: — FOR 6'8" WOOD FRAMES: SEE TABLE ON SHEET 2 — FOR S'0' WOOD FRAMES: SEE TABLE ON SHEET 3 OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Darr shot [y Fare short,- 24 go.. (O.D20') mnimbm INekners. Galvanized steel w-525 cammereiol quality - AN00 per ASTM 620 with min. yield strength Fy-23.300 psi. rye. dSjan-Eepanded palslyrene with 1.0 to 1.25 lbs. density. Conslmc0on. steel lace sheels glued to espended polystyrene (EPS). with woad rails and Laminated Veneered Lumber stiics 0 wood lock block TABLE OF CONTENTS _ SHEET j DESCRIPTION 1 COMMON fGENFPML NOTES TYPICAL ELEVATION 2 ANCHORS ANCHORS AND ELEVATIONS ELEVATIONS AND BILL OF .11RMI1 - 3 4 VERTICAL ANO HORRONTAL CROSS SECTIONS 5 COMMON DOOR MODELS LOON OETNLS 2.. E,i 37-3/4' O.A. LIAR. FRAME WIDTH I O A MAX PANEL MOTH 6'-6" Height(OPTiON). 3]-3/4' DA MAK. FRAME MOTH 36" r MAX PANEL MOTH -A m FE THIS PLAN ON JOB 6 PANEL EMBOSSED DOORS APR 0 003 VIEWED FROM EXTERIOR (SHOWN FOR CLARITYDF VIEw) Building& n c(i ., FL. U...er Slgnatwb Dense No. DESIGN PRESSURE RATING wwwL wsrtR wnmArau so...0a IS xQna w.lwE wMCA I.rtnumw PM.O'm K MI M POSRNE + 50.0 Pxl + Sa.O a., a., 11 BIY.BI]631 M2 9 25/00 .VPRCALIASCOMPLYPIGYATHINE 50tfliFOIDA 6ulW'IQ OE s—' N.T.S. E fy dp/ awe Go TJH 06 eY oaL o.: RW 71 PA00 CTCONTROLCMS:ON Qowsx[xo:. BNL CCCECWPLMHCEOffICE OCB920 ACCEPT N'CENO 0-/190N-Of iM[n I M 5 /..A,r ..8.. �6. H H TTYP. .4 14' TYP. 14' TYP. 14- TYP. 6 �n 9 14' TYP. \ — "A._rrA.. ANCHOR LOCATIONS U `z Z NVN n m m ti 2F E3 a�gx LU w U a Ii �w �a� H O�� 2 A OF 21 U�o pQ U�U m ZZi L�In3 w u �/1'�� O 2 �/ \ O Z 6 / 20 — 16 I EURDIN6 PANS REVIEWED FOR CODE COMPLIANCIE KEEP THIS PLAN ON JOB APR 0 7 20n DBuildin Uaning nctr,n uiv.Jax., FL. 6'8'r 6 PANEL DOOR Eaml¢r6lgna„e Lkense No. O VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) i _ _ r CONS. TM'IS. INC 013.604.001 am 1100 :nvnn APRavpa A; ccmlYncvnl nE sn4r N.T.S. ....railvne. mwmDcw. LMVNGCOOEw. miJN • A.aE_ IBEA.P.lrn.maTortic¢ T oaf orc vn RW 1p I, 1 FROM T aumxc9ND2.5 '! - _ .`. ULCOUMOCM=4 BULN. CODE MaUAUCEOMCE OC9920Alum Did", ACCEPiA10E Y.O. E+b-/�aF/ O Go m EU T z T T a 10 1] 14 15 IT 18 TJT 20 2_ 14 15 a- 10' 0 T T 2- DESCRIPTION otch amb 1-I 4 x 4-9 16 Wood Jame w 1 2 rabbet Hinge jamb 1-1 a v 4-B 16 Wootl Jamb w 1 2 rabbet Hcatl 'amb 1-1 4 v 4-9 16 Wood Jomb w l 2 rabbet 4 x 4 EUII Ain es 12 D. .OB 9 % 3 4 PFH wood screw hin a to home 10 x ] P H wootl screw with 1.] c c men into sub -buck 10 x 2 P H wootl screw ] I6 la con 1-1 4 into mason b.ddl jb.,nor free IhrezM1old 1 2 x 4 v I B eelrutletl alum. Com rezzion wealhersld Schle el O-Lon ODS 650 12 x ] PFN wood screw mi imam Fl• a wood i w 6 v 2" PFH w d sc To Roit wood 1.67' xr1047 Bolton, Rail wood I.O6]" x 1.065' Side Stile wood 1.067" x 1.042" Iaminoled veneer lumber Wood lock reintarcement JI.ol x 2.'- Y 4.]5 Door swoenot re 'd with borne face threshold B x 1 2" I. li,ee -AB- PH. 54S. 12 x ]" PFH wood screw Kwikaet titan z a lo[k 200 . e. e e Lolch screws 8 x 1-1 2 F.F.H. W.S. 2x Zx wood wall _ od buck Exonded Pel sl rene 1.0 l0 1.25 IE. Denzil BY J LD-W N t a max snim a aae Wood lack reinlorcemcnl 1.67v 2. 5 x 11.875 1]-1/B' .4 1]-1/B' 17-1/B. .4 l ANCHOR LOCATIONS f 1 I I l 7 BWLmtle eV,we nnawEq gEVI$Wfb gvlt CODE COMI'i1hNCE KEEP THIS PLAN ON J06 FL. e 8'0" 6 PANEL DOOR ` VIEWED FROM EXTERIOR q��y�aVILIIII (SHOWN FOR C1IAITY OF NEYI) coesuurvls. II 81].fi81.]B]I am 9 15 00 PR0011CFRFAF.\1'Eli FCiFO'IEO.LSCWlKYV.i'T111T19 l N.T.S. 1 mcemfl; inLwi Alw Rndd. ldmE our Y Z. G fOUTR FLORW ONL01n3 C00E Ila "Sc.�4xw I/, haa2 E. E. 2;t / rr. ,v �iL r4 OIK eI' .. RW P'nGY 4'.R(rtYDm51oN (f �� ' �: Com 6L•I:C::GCOOE COn'PLVJICE OFtI[E DD9920 o mo Zo KO A xo-xm�xm vo 2 70 m N i 0 � Z zD o r m x n mm o0 a m' (n A n cf) z i ,V O llt F 4 Q •l P PRODua: JELD-WEN, INC..7 I a e OUTSWING OPAQUE INSULATED STEEL SINGLE DOOR IN WOD FRANPART 31725 HIGHWAY97NOF1N L OR n MBLY: CHILOQUIN, OR. 97624 NO DATE - By VERTICAL AND HORIZONTAL PH. 541.783.2057 R NI510 NS CROSS SECTIONS 40 � �I �I iIH III DOOR MODELS AND LOCK DEWILS JELD-WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 . PH. 541.763.2057 41 M I A M 20ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCI MIAMI-DADE COUNTY, METRO-DADE FLAGLER I 140 WEST FLA. ER STREET, SUITE PUILDINB PLANS E1F4M'+MI, FLORIDA}}I}p. REVIEWFR1QF)n290I FAX (305) 375 Jeld-Wen, Inc. KEEP THIS PLAN UN Juo j 31725 Flighway 97 North. APR d Q�3 I Chiloquin, OR 97624 - ScorE: Building & Z ning I pe ax., FL. This NOA is being issued under the applicable rules.and regulations go r c enncar, lion materials.'' The documentation submitted has been reviewed by Miami- I Rignft*duct Control Division and accepted4" by the Board of Rules and Appeals (BORA) to be used in MMWOadeCo_.g:.n4-ethef- 4 e! allowed byl the Authority Ilaving Jurisdiction (AFIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contr'o Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right It( have this product or material tested for quality assurance purposes. If this ,product or material fails to perform it the accepted manner, the manufacturer will incur the expense of such testing and the AFIJ may immediatel, revoke, modify, or suspend the use of such product or material within their j urisdiction. BORA reserves the righ to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product o material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the high Velocity Nurrican l � Zone ofthe Florida Building Code.. ii DESCRIPTION: Scries Jcld-Wen@ Steel W/E Outswing Opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No. DC992I, titled " Outswing Opaque Insulated Steel Double Door in Wood Frame", sheets I through G of G, prepared by R.W. Consulting, Inc., dated 9/25/00 ivith revision No: I date, 10/14/02,'bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance-numbel and expiration date by the Miami -Dade County Product Control Division. NIISSILF IMPACT RATING: Large and Small Missile Impact LABFIANG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless- otherwise noted herein. RF,NEWAL of this NOA shall be considered allcr a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMI-NATION of this NOA will occur after the expiration dale or if there has been a revision or change in th� materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any L product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause f'or termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed b the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it she be done in its entirely. ' INSPECI'ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall'.be available for inspection at the job site at the request of the BuildingOflicial. ;.i This NOA revises and renews NOA N 00-1003.04 and consists of this page I as well as approval document mentioned shove. The submitted documentation was reviewed by Dlanuel Perez, P.E. NOA No 02-1022.14 •y _ F.xpir:dion Date: December 02, 2007 Approval Date: December 19,2002 Page 1 JELD-WEN® STEEL ' OUTSWING OPAQUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES O.A: MAX. FRAME WIDTH 74-1/2" GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CDDE 1994 EDITION FOR MIAMI—OPDE CAUNIY. 2. WOOD BUCKS By OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ]. PRODUCT ANCHORS SHALL BE AS USTEO AS SPACED AS SHOWN ON DIANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYO90 WALL FINISH OR STUCCO. 4. IMPALT RESISTANT SHUT ERS NOT REOUIRE➢. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: FOR 616' WOOD FRAAES; SEE TABLE THIS SHEET FOR. a'0' WOOD FRAMES;. SEE TABLE THIS SHEET 6. ALL DIMENSIONS ARE GMN IN INCHES UNLESS OTHERWISE SHOWN: OUTSWING INSULATED STEEL DOOR (Common to all frame conditions) Pnsr_Iso C�.ss I - Foe. sneeh 2,1 Is. (0020') mirmner llnrom,s. G..miUd steel A-525 —re cid ...lily — Most per ASTM 620 WIN yield suengld ry(min.)=24.600 psi. Core desiom Expanded polystyrene w;th 1.0 to 1,25 IGa., deneil, ennswcLon:. steel .face sheets 91ved to c,ponded pe"Erene (EPS). .ikN wand ruffs nm LnmMm.d Veneered WmOer Stites Intl Is wood lock OIOfk reinforcement. 6'-8" HEIGHT OA MAX. FRAME WIDTH 74-1/2- I 8 —0 HEIGp' IQI`91N0 ILAN. eNAMIN G REVI%WED FOR COD% COMPLIANCE COL ONIAL 6 PANEL DOOR KEEP THIS PLAN ON JOB VIEWED FROM EXTERIOR APR 07 2000 (SHOWN FOR CLARITY OF VIEW) Building& 091 gln �iixaiHax., FL. Er _ nature License No. DESIGN PRESSURE RATING MIERE E. aI'llturDN REQUIREMENT IS NEEDED eTERE ngiEP IIInl1 NA1lIN REOUIREMENT IS I101 RESCUE POSITIVE '..O psr '. T4..0 P.f f NEGATVE { 5'.. Ps( — 51.0 PSI 1 I. 0. ZI a0 Vlz z� >O W� 2 wU ode 9/25/00 she srxEr N.T.S. Dec. m: TJH NK. er: RW IOm.I+xp No.: h DC9921 CM le � x 0 z z < MAX. MAX. 6. - MAX. I MAX. wP- 14' TYP. 1 2 ORO 14- TYP. 14' TYP. 14'I TYP. 1 O 14� TYP. a R 9 LAI 1 PIANe iv.....- IA / I H n 4 N �n a Y x n O a 1 4 N z s ww m� .off00 `w owo ° Fo ZN3 w m� 3pz a o NFp G SSo o¢ 0 0 ONO x 2v/ D Z Q 20 ZY m o pN �z 0 12 ¢ of 1 ..A.._�.Aq -- 12'= —�( ..8.:_I.8.: KEEP THIS PLAM1 0!V 1 .13 MAX rMAX. 6 MAX. MAX. I APR An 6. `Building& pl 1..-, x., f,.. ANCHOR LOCATIONS1t" 46� VIEWED 4I M Q.R o (SHOWN FOR CLARITY OF VIEW) (a uJ saa-Jav 6 on¢:.9/25/00 {lnriilv l:ui.liayCde pyg, pc TJhl Ome A 1 1 �� AmmluveermtvaCu 1 rD nr_ C9921 / / v . r CL 6" MAX. MAX. MAX. MAX. 6, I 2 6. � `3 17.25' TYP I - 7 Oft@ p I 17'TYP. 7 l7' TYP. �''0R19 )---1 ` I < I z 17' TYP. IA O I 16 ..� 17- TYP. B Ir A . tt L Ancbma Typical opposite Jxn.b _ 6" I MAX MAXI 6' MAX. MAX. — ANCHOR LOCATIONS v \ t ggpIEWI,U r CODE COMPLI T'_ '0" 6 F�WELe..p. R NED FRO IOR �j z (SHOWN EWPDZ eRI- Exrminer xNxa —_ CONSULTING rr....m u, mmaUloR xub me -. I nv v DxFIIpR �' 2OO OwL: R: TJF :I nnnu clue pr: a' N�,pI DaJ,PWu[I Co ml tlWnxa x0.: nl lave I„S,N,.�,,,6�a� OC9721 U) v W/ASTRAGAL ACTIVE PANEL ACTIVE PANEL W/ ASTRAGAL 1 HORIZONTAL CROSS SECTION NOTE: . is 4. I. 6'8 AND 8'0 ASTRAGAL #9 X 1" PFH .WS MAX. 13" ON CENTER 1 A r,—ld i.. 41oriJe//ll1lui CM IL ley �. N IlA1 AfixmllleJ[ Nm1Yn m. Ili CONSULTING a d 1 1_-, 4-9/16' n. emb. ITEM - - DESCRIPTION - - 1 N/A 2 Hinge jamb 1-1 4 x 4-1/2- Wood Jamb) —PINE Heod 'amb.1 1-1/4 x 4-1 2 Wood Jamb — PINE 4 4 x 4 bull hinges 12 o..09 C.R.. STEEL^ N A 6 9 X 1' PFH wood screw (hinge to frame B x 3 PFH wood screw 8 10 x.2 PFH wood screw 9 114 la con 1-1 4 into mason IM BUILOEX TAPCON NOA =-1226.03 or ELCO 131 TAPCON NOA 97-0.15 10 N/A 11 NIA 12 Bumper threshold 1-1 4 x 4 5 8 x 5 8 extruded alum'. 13 Compression wealherslri Schle el 0—Lon ODS. 650 14 Extruded Aluminum ivslm al Im erlal ANH 1 9 x V PFH wood screw 16 Face. sheet 24 0..020 Ihk.min olv.sleel A-525 T=24,600 si. 17 N A 18 To Roil wood 1.67" x 1.042' 19 _ BoBl Rail wood t.067' x 1.065" 0 Side Stile wood 1.067" x 1 4 ' laminated veneer lumber 2.1 Wood lock reinforcement 1.67" x 2J5 x 4.75 22 Aslra al Throw Boll Steel .31" diameter. 19.25" lon 23 N A 24 N/A 25 N/A 26 As lra al Reinforcement Plate — located to and bottom of Astro al. 1.125 wide x 18.0 Ion X .u60 thick steel Attached with d— flb x 1 PFH Wood Screw 27 Kwikset titan series. lockf 200 Kwikse titan I 29 B X 1-1 2.. PFH WS - - 30 M.soruy wall 31 2x wood buck 32 E%Ponded Polystyrene 1.0 to 1.25 lb. Densil DYLITE MFG. BY JELD—WEN 33 •1 4" max. shims are 34 Wood lock reinforcement 1.67" x 2.75' x 11.875' JE' (MIN. 1..15' EMS.) un TAPCON TYPE ANCHOR FOR MASONRY SUBSTRATE (MIN. 1.25' EMS.) I f the �11 CONSULTING (813) 664=3831 orc. V. HW ov.mxs rro: DC9921 F. v o m m m 0 o w of 0 0 0 0 0 0 0 0 0 0 0 0 o n 0 n m i m s 0 0 O m D RD-1 j O y O m O ti O y y G, D W m � c o � b O 00 N A �0 O m m mo�o 00 0 0 0 0 ' 0 G 0 9 Z z > m > m zrzr m 0 MAX. PANEL HEIGHT SM' X. PANEL HEIGHT'96.0' % C © a ©� ❑� 1771oo� o00 0 0 m . m 0 ❑� 0 0 oR� 0 0 0 0 o 0 n 0 DODO 00000 00BE] osl 0 o'o n PRODUCT: OUTS' OPAQUE o JELO-WEN, INC. � s - o INSULATED RSTEEL DOUBLE P N ? v m N �J DOOR IN WOOD FRAME 31725 HIGHWAY 97 NORTH _ _ m C pART OR ASSEMBLY : CHILOOUIN, OR '97624 O1 o I 10/IL 0'+ GENERPL REVISION EMN DOOR MODELS PH. 541.783.2057 O NO DATE 'RY AND LOCK DETAILS iw M I A M I.OADE MRIAMI-DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) BUILD �NNyggy %JlJ gA4QEFLAGLERBUILDING STREET, SUITE 1603 PRODUCT CONTROL DIVISION V l%� IZ)uV 1 ORIDA 33130-1563 1�ya MAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) �-�Q�$ c0 RE9F THIS PLAN ON JOB Jeld-Wen, Inc. 31725 Highway 97 North APR d 2 03 Chiloquin. OR 97624 oning'Ins Ion Div•Jax. _ SCOPE: !ullding& This NOA is being issued under the applicable rules and regulati=9tgbe0r€f4"%'Ruse of construction ' aterials. The documentation submitted has been reviewed by Miami-DadetLBlt�o'Drvtsin and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld-Wen® Steel" S/E Outswing Opaque Insulated Steel Door w & w/o Sidelites APPROVAL. DOCUMENT: Drawing No. DC2005, titled "O/S Opaque Steel Door Double & Single Units w & W/o Sidelites", sheets I through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision #1 _dated 1T/11/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by.the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically term5nate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the,expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA it 00-1003.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-1211.1' Expiration Date: April 14, 2008 Approval Date: January 16, 2003 Page I 49 JELD-WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS WAND W/OUT SIDELITES THIS PRODUCT IS DESIGNED TO COMPLY MIN THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER THE LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHAUL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM REQUIRES WINDBORNE. DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 5. DESIGNED PRESSURE RATING SWML BE AS FOLLOWS. -SEE DESIGN PRESSURE RATING TABLE SHEET ONE. - 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM MEETS THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES'. SEE NOTE BELOW DESIGNED PRESSURE CHART. DPOr Leaf Constmcfan: F_n�heetts; 24 ga. (0.020") minimum thickness, Galvanized steel'A-525 commercial qquoUtyy - AKDO per ASTM 620 with yield strength Fy`min.A=24,600 psi. C&Ire d'=an• Expanded polystyrene with 1.0 to 1.25 Ibs, density. Cg��in Steel face sheets lued to exponded pa ysta/EPS), with ood rais and laminated eneerd Lumber stiles and o wood lock block reinforcement. Foam Con traction: The head jams and side jambs a mortis u>�d joined using three 7/8' x 2" `wire staples. TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HOIZONTAL CROSS SECTIONS 4 HOIZONTAL CROSS SECTIONS 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 COMPONENTS ON MN DOUBLE DOOR ELEVPIION e -- 65.5MAx. OVERALL WIDTH-1 1- I � 1 W � L zz o z a a o O � — w 4 If U 9 � f O ^ k 2 n s n n � q I �b 2 a SINGLE DOOR W/50ELIT S ELEVATION �105.25' MAX. OVERALL WIDTH "r— —L Ga x U it, W x U W Z it'Q o O® i d X O � 4 s ml R j pu DIN R D O e I K p TN N I b DESIGN PRESSURE RATING MMWHERE WATER INFILTRATION REQUIREMENT IS NEEDED POSITIVE + 530 PSF NEGATIVE __ 57.0 PSF_ L 81},659.919) om 9 25 00 m. srn[: N.T.S. ma: er: TJH a a: RW —.axa DC2005 - 94fl 1 D, 8 0 L0 Aff 79.75: MAX. PANEL HEIGHT — a- ZV N • �p ^ � 4e Z p .a • _ .Z; .15' MIN. COUNTERSIP 81.25" MAX. OVERALL FRAME HEIGHT 1.25" MIN. .EMS. - 0" PAD 25 MAX. SHIM THK. 1.15' MIN. EMB. 81.25" MAX. OVERALL FRAME HEIGHT _ .25'• MIN. .15" MIN. COUNTERSINK COUNTERSINKS 79.75' MAX. PANEL HEIGHT n N MISSION! 0 . o A R oF�_yON, a MAX. D.L.O. COVOINPG N+OIOOV Q�V�P WN+Obm VmDNPWN+Obm Vm WP WNN+3 C i.~j Ot +�O �T£� NI OI OOOO AAA;amx Dip mpC PODt 4YpiZO FZO � TVIm�m Za Z!~�IN aZA-W X 2NmpPaF mp ZArZmO 002 2,'�T.gz b 1�1 X'D cI y$yrlZR�l1 IAD- ylA CAm e0 O�y mA➢ Xx -1 �N".�0b N i AaOm mWL a nm>CyI/ID p SSSC�-"�C�Ox ➢VI OYY OOAVI-1 A �..N,aO �yy➢ pm-.�S n020 N SS b�Z OD t� S NW> 41$-(CD{ rs �' a r�Zm �C O VIO T. A-1 K 0 r7'-c O -i "..0�-�JS ~O mpa VI JC fr`NZZ NVIC7F�Oy 2 OrpO FO VNr_aA �VI VyF2 L')�O VI 'ZIZ£-�_'� Q OZy 5�+�. ZO pA ��A �-"m$C(�b� mAACa mlA mV mtnOYOx �mm; +�j��-lyo FEom po �i mP? Xx mn�;�APfa�lam m lm/IW C+pyoi a-. L j 7`O S e�p ma" n mXChi V1a SA.-.P 09y nl Dr�� aA A-ymm1 �D21p0X PN.J.. n rOJ [ib/I .. Yy nry1�1 ZO OS%�mV ?O DO r�A N W X;'�O�x: -�p.1IN VIm O O C~ OObVO�X y� ZpN Z�y mO�yyZb P O jy2 2 ts/yAOp <bZyls/I� y OVtU%VN VI (/I Om OOL K N N 2 VI A, m t-'O {bj�OH -.% Nm OG yOjN qm mnm A O� �� fop oo. oz p � mm F omp Ey mmc �'n cm V�yv_{ rt vi FFoo on' o boo 'm"o 000� on mmrp opo��c 0 zz mm z Crm-rm-rm-r C RONCT: 0 8 OLPAOUE STEEL DOOR 'JELD-WEN, INC. OW & W/O ISIDELI ENS S 31725 HIGHWAY 97 NORTH 'AT OR ASSEMBLY:. CHILOQUIN, OR. 97624 VERTICAL CROSS SECTIONS PH. 541.783.2057 & BILL OF MATERIALS 51 INACTIVE 2Y �a ACTIVE 1 3 9 i 8 36 26 SEE NOTE ll w - a SHT. '3 INTERIOR ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9:0' L. x ALUM. RETAINING SLIDE .372DIA ® TOP & (1) (3) 1.0" x 4.5 z 0.565' 9.0" L. x .312" DIA. ® BOTTOM /—I\ HORIZONTAL CROSS SECTION 3 AT ASTRAGAL NOTES: ACING FOR ITEM. 18 h1O x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL 1 THE INACTIVE DOOR IS AS FOLLOWS FROM THE TOP DOWN & BOTTOM UP; 0". 2.5". 4.0. 5.5", 13.0", 18.0- & 26.0". - 2. SPACING FOR #8 x 1 112" PLASCREW ATTACHING THE COL. LITE FRAME IS AS FOLLOWS; TOP & BOTTOM; (2)SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0", 13.0", 26.0". 39.0". 52.0" & 63.0" 3. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE $8 x 2 112" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIOELITE JAMB AT THE MULLION USE 18 x 2" PFH WOOD SCREW. 4. SPACING FOR #8 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS.'6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS' EOUALLY SPACED. A TOTAL OF (7)' SCREWS PER EACH VERTICAL MULLION.. 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND. SIDELITE JAMB AT THE MULLION USE #10 a 1 314" PFH WOOD SCREW. 6, THE. SPACING FOR ITEM 135 THE #6 X 1-1/2" PANHEAD SCREW SPACING IN THE TRIWIY LITE FRAME IS AS FOLLOWS i FROM THE TOP DOWN ON THE. SIDES (9) AT 5.625", 14.5". 23.25". 32.0625", 41.0", 49.75", 58.5625`, 67,375". AND 76.3125'L THE FOP AND BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125" AND'6.875". 1 1 . 1 .15" MIN. COUNTERSINK 2 HORIZONTAL CROSS SECTION HINGE JAMB TO. BUCK .25" MAX:. SHIM —I .25" MAX. SHIM SEE NOTE 3 SHT. 3 I I .15" MIN.. F-- COUNTERSINK 25 3 HORIZONTAL CROSS SECTION. 3 InTCHY JAMB. TO BUCK L 5 "MIN. EMS. E OY m 813.659.9197 OC2005 N b D 1. 15" MIN.\HORIZONTAL CROSS SECTON.. EMB. 4 AT SIDELITE MIN I15' ,SEE � r r O LITE OR ! 0 �' 24 ' 2) '. 78 • HORIZONL CROSS SECTION .25" MAX. _ 4 BTA IDELRE TO --BUCK SHIM THK. 1 L EXTERIOR LNIEBIQR J( Y Z� ' w na 9 -a SEE NOTE 5 SHT. 3 .15" MIN. _I COUNTERSINK HORIZONTAL CROSS SECTION 4 HINGE TO BUCK am am 0a Zm < WIC) Z =0� 3�D0� W=== �Mc9a 813.659.9197 er: NN DC2005 4 or U) I i SEE DETAIL "F" f SHEET 5 SEE DETAIL c G SHEET 5 3" 1 6"� 3" 3" 6 O ttP. n ttP. ^n n m "I Typ 'va SEE DETAIL H SHEET 6 5 0 n A A ^ A n O7 7D -- _ _ 1 I I ttR.II II �' I B 6' 3" 3" 3SEE DETAIL K SHT. 5 QQUBLE DOOR ANCHORING LOCATIONS 5 7 0 0 D AI F HEAD R DETAIL KSILL IMPERIAL ASTRAGAL IMPERIAL ASTRAGAL RETAINER DOLT HEADER RETAINER BOLT THRESHOLD STRIKE PLATE STRIKE PLATE 1 t I I 1 1 3'—{ 1 J I 6' 6" L H 1- I— I 3" 1 II 0 I I O II � TIP. I I I ro 3'—iT O •i TIP. " — — TYR ^ m SEE DETAIL J SHT 6 �EE NOTE J n _ — 5 SM. 3 TIP. — C o-_ ttP. � M n L 6 G 7 r 3" QTx"R 7 -0 3"—i 6': .6" I —1 F— 3' 3' 3" 4.5" SINGLEDOOR W/SIOFL1TES 8NCHORINiEP/N,S/R9M3 G4e^rv=n FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB APR 0 7 2003 Building Z6n'ng action Div -lax., FL. � 6 Examiner signal n — License No. DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 3 1 at].65s.a197 .: 9125100 srue N.T.S. TJH ow.»•xc rw.: MODS z 3 _ m0y 7 m 1 g 0 O 9 T N N O. w OCirF K u L �i T IU OT y � 6" 1J.85" IS.BS' -11J 85" 1. IyI d e I O1= m I- Nm �O go is um - J6.375"� 5.5° mm �m 00 77L— VO- �o io N2t � mr I - v I a O l I on 0m 7.375'— Nm 69.375' N r- 13.BS.B5.85.85685 mlwN V36 .J75' 5.5° m L 1 lyO I I_ j1 �O ITT 7 �I I I?a I I I- r � 69.375' a J8.775" 7_.775° ANCH &RING DETAILS TINS JELD-WEN. INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 55 37 1 36 1 27 cc 0 36 6i z GIA7ING DETAIL 1 89 TEMPERED GLASS 112" TEMPERED CLASS )RUE r- Er m ODL LITE �E 1/4- AIR SPACE @ 1/8- TEMPERED GLASS k1.5625 112' GLASS I FT FRAME INTERIO OOL 24 36 30 SEE NOTE HP POLYPROPYLENE 2 SHT. 3 MERMOFIL-P6-30FMO39I) =:c 0.5" GLASS g. 36 1.544" nw 36 32 12" FRAM CLASS I ITE GLAZING DETAIL 7/8- TEMPERED GLASS TRINITY .122' INSUATED BaWEREC-SLASS 114 MR SPACE (LUPOY EU 5007) TRINTO' LITE FRAME INTERIOR 1/8- TEMPERED CLASS 24 36 36 SEE NOTE 6 sliT. 3 0.5 ,GLASS � ni EXTERIO Cl A71NG DETAIL JLWN AEMP D G TRINITY LITE FRAME INTERIO INTERCEPT 1/8- TEMPERED CLASS - 112' AIR SPACE 1/8 TEMPERED GLASS 1.544" I' CLASS LITE FRAM TRINITY '(LUPOY E-U 5007) Nwc ny-,7 jj7 Dy DC2..5 7 OF 2:375" —{ ASIMGAL HAS m (1) 9.0" L. z .312' DIA. .i BOLT ® TOP & (1) 9.0" L. z .312" DIA. ' BOLT ® BOTTOM F—j-.912' 0 IRIPERIAL ASTRAGAL EMUD D ALUMINUM 07 ' WALL o _J O h L 190' 9O .525 I—` COMPRESSION WEATHERSRTI SCH 0- ON OD 6 0 1— 1 %575' Dr- IA: VARIES W/LOCK USED 26 . WOOD LOCK Q1 OCK 1 71' THK a �4.041"� L m r -r O OUTSWIN WMPEAC THR SHO D LOW LE .050" IXIRUDEDDED ALUMINUM III O O �I—.097' O O O 4 z 4 TEEEI DOOR HE THK. STEEL BY HAGER f—� 4.5625" T 1 n ry 1 T 2A 4 W000 FRAME 09 .1 1 IT i 1.67' N 0 13 T$ TOP RAIL & SIOE STILE m I 1'L .25" 4 F— 173" ODOR STEEL EDGE CAP. BOTTOM y r: cor.wLruns, we „el].654.9 t9] wx 9125100 �: NTS nta ¢x vxc. er: iJH ID03 cNx. er: RW / DC2005 51¢fl B OF B MMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION FACCEPTANCE Jeld-Wen, Inc. 31725 Highway 97 North Chiloquin. OR 97624 M1AMI-DARE COUNTY, PLO] METRO-DADE FLAGLER BUILI 140 WEST FLAGLER STREET, SUITE MIAMI, FLORIDA 33130 (305) 375-2001 FAX (305) 375• EMA W N ER t om- r,01 ILIANCF. KEEP THIS PLAN ON J03 SCOPE: APR OJ IN This NOA is being issued under the applicable rules and regulations governing the u co tructiomaterials. The documentation submitted has been reviewed by Miami -Daft (1diA taccepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade unty areas where allowed by the Authority Having Jurisdiction (AHJ). Examiner ature This NOA shall not be valid after the expiration date stated *elfSwelgid-Mi nri=DnztT ro uct Control, Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product of material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. I J DESCRIPTION: Jeld-Wen "Gladiator" & "Energy Saver" O/S Glazed W/E Residential Ins. Steel Door APPROVAL DOCUMENT: Drawing No. S-2004, titled "Jeld-Wen Steel Outswing Woodedge Door Double I, and Single Unit", sheets 1 through 7 of 7, prepared by R.W. Building Consultants Inc, dated 12/01/99 with revision on 11/08/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and - following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the j materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with acly section of this NOA shall be cause fontermination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99-1007.01 and, consists of this page 1 as well as approval document. mentioned above. i' The submitted documentation was reviewed by Jaime M. Eisen, P.E. c\,-T "0 r: rya �l•; p SF' NOA No 02-1211.10 Expiration Date: July 17, 2008 Approval Date: January 23, 2003 Page 1 58 FFOUTSIVING JELD-WEN® STEEL - GLADIATOR end ENERGY SAVER WOODEDGE STEEL DOOR WITH WOOD FRAMES U GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS m SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIALa SHALL BE BEYOND WALL DRESSING OR STUCCO. m e IMPACT RESISTANT SHUTTERS REQUIRED. m DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELRES ARE AN OPTION AND CAN BE IN A - SINGLE OR DOUBLE CONFIGURARON. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MWMI-DADE COUNTY. RESIDENTIAL INSULATED STEE4,00QR (Common o all frame condibonsll Door leaf Constmct'on: 24 ga. (0.021") minimum thickness, 25 ga. 0.01n minimum thickness alvanized steel A- 25 commemlot quality - bICaQ per ASTM 620 with yreld strength Fy(ove.)=24,600 psi. Core des an: Expanded polystyrene with 1.0 to 1.25 lbs. density. Steel face sheets Gluetl to exppended ..T. yrene �EPS�, with wood rails and I minated e eerd lum er tiles and a wood lock Block reinforcement. �pion: The ri � jam2s and side iambs finger o e pine meare S6 5' x 1.25. Th eatl an side lambs are mo ise butted and joined using (3) 7/B' z 2 wire staples. The threshold used Is on aluminum o.f wkiS bumpface measuring 4.625' 1" TABLE OF CONTENTS -. # DESCRIPTION 1 COMMON GENERAL NOTES, TYPICAL ELEVATION 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1 3 2/3 & 3 3 4 HORIZONTAL CROSS SECTIONS 1 4, 2/4 & 3 4 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING' DETAILS 74.5" MAX. OVERALL WIDTH 36.75" MAX. T 36" MAX. 65 _PANEL WIDTH W/ASTRAGAL PANEL WIDTH 2 { { p .1 { { d If a m ED O a � a a m to { { DOUBLE DOOR ELEVATION SINGLI HI- 105.25" MAX. 1D75" OVERALL WIDTH 14' MAX.TH 10.5' MAX. WIDTH I C'7�21: MAX. ID PANEL WIDTH E { { { { { { { o J O { { L{ / o N { m { { { { { 6 DESIGN PRESSURE RATING WHERE WATER INFILT TION REQUIREMENT IS NEE ED POSITIVE + 50.0 PSF NEGATIVE - 46.0 PSF KEEP I " MAX. OVERALL WIDTH 6' MAX. D.L.O. { { Z { ch }¢N O { { 2 �?� = d O p N h { { UJ UR a i �t�tyy��CIOOa'J J NO' pO m< DOOR W/SIDELffES ELEVATION - o� a .. m S o MA%. OVERA-LL WIDTH f�l el S.p. a� 3p 1{ 19.625" { D.LO. { {{ 813.684=l III o) 3.75" MAX. PANEL HEIGHT N N W N I .625° o N N N N O a ry y�!t�♦ "60.�p b ••ati.af:. � : i'.:1�.T y a � ..a • z 32.25• V� m L MAX. D.L.O. m .15' MIN. 175" COUNTERSINK 81.25' MAX. OVERALL 1.25' MIN. EMS. FRAME HEIGM .25' MAX. 1.15' N SHIM THK. MIN. !. EMS. 81.25' MAX. OVERALL I N N e FRAME HEIGHT .e .25' MIN. .15" MIN. C : r COUNTERSINK COUNTERSINK is °• 79.75" MAX. PANEL HEIGHT n w m S •°• A A m N W V °. i p m�N m,m i 2 0 63.8175' ° 1.E5y1i MAX. D.LO. �o ' x MIN. 4 � EMB. 79.75' MAX. PANEL HEIGHT N _ N .625'--I I A N O A W N U W m I?7 t tiI Yro °wM r � ' • N �N 140 • ,a•. �m zi( � 2i m a.v . s .• ti] �O m 63.8175' a MAX. D.L.O. m s�� • .15' MIN 1.75' . ,� I a.., COUNTERSINK v E o 81.25° MAX. OVERALL g FRAME HEIGHT 1.15" MIN. 1.25' MIN. EMS. 25• MAX, EMB. SHIM THK. q g PRODUCT: 1 m \ N m a JELD-WEN STEEL JELD• WEN, INC. OUTSWING WOODEDGE DOOR YV N N o i 3 11 08 02 GENFRPL REVISION KMN DOUBLE AND SINGLE UNIT 31725 HIGHWAY 97 NORTH & mo " ' S 6 28 00 GENERAL REVISION TJH I PART OR ASSEMBLY: OHILOQUIN, OR. 97624 1 6 27 00 GEN REVISION J I� m NO DATE _ BY VERTICAL CROSS SECTIONS pH. 541.783.2057 �o ' SEE NOTE #1 SHT. 3 F. ��A`�-+�1I ��hO,IIf.111V7 —�rs I sfl ®' arTE ® O NIO SHIM ACTIVE Y Y 2y JME814& n � o uYi 30 ^ SEE NOTE ' �^ #2 SHT. 7 15" MIN. COUNTERSINK HORIZONTAL CROSS SECTIO 1.15" MIN. AT LATCH JAMB TO BUCK. TIP. EMS. 1 NOTES: 1. SPACING FOR #1SA IS AS FOLLOWS: FROM TOP DOWN 1". 2 1/2". 4, 5 1/27, 137, 1S' & 26 SPACING FROM THE BOTTOM UP IS THE SAME. 2. ATTACH. THE STRIKE PLATE AND THE DEADBOLT PLATE TO THE ASTRAGAL USING A #8 x 2" LG. PHIWPS FLATHEAD SCREW. IN7ERlOR 30 SEE NOTE #i SHT. 7 a- JELD-WEN, INC. 31725 HIGHWAY 97 NORTH 1 CHILOOUIN, OR. 97624 541.783.2057 DOUBLE & SINGLE UNIT OUTSWING WOODEDGELDOORul-13-211-T RAC OR ASSEMBLY:PH. mm'2 1 i OB 02GENERALKEYSION KMN 1 6 29 00 GENERAL REVISION JH HORIZONTAL CROSSE TIONSREVISIONS 1/3, 2/3& 3�3 5-2004 NO DATE BY 91FET 3 OF 7 1.15' MIN. EMB. 25 1 .15° MIN. I ' 22 : COUNTERSINK ' SEE NOTE #1 SHE 4 5 33 19 Y EXTERIOR "e n 27 34 33 12 26 °•o. 'd oh • i, 28 EXTERIOR n •. '.d'•C•i••° SEE NOTE P�'a'' - #1 SHE 433 ' ,WLM AL AS 4. Si 23 27 ^' = INT�f IQ$ 24 ?r 15 30 INME(OR W 34 SEE NOTE ' 30 .25' MAX. 1 0 0 S z SEE NOTE SHIM TJ¢H�K. 4 AT ID rtc TS EL O BUCK 7YP. m 15 #1 SFR. 7 2Y15'3 424 5 2g COUNTERSINK UNTERSIRSI NK n 24 15 6 RO S 5 TION •-a 34 - 4 AT ciDE1 TTF 70 eT .H JAMB. TYP. EXTERIOR i,;:,_"-%r,.rr'�:`♦ SEE NOTE #1 SHE 4 33 27 ZF INTEBl4B NOTES: y g 1. SPACING- FOR ITEM #33, WHEN USED TO ATTACH THE SIDELRE TO THE SIDELTTE JAMB IS AS FOLLOWS; FROM THE TOP DOWN 6' & 30'. THE SPACING FROM THE BOTTOM UP IS THE SAME. 3 0 28 A7 SIDELITE TO HINGE JAMB. NP. 15' MIN. ,� f 30 SEE SHE T7 COUNTERSINK PRODUCT: tROdIRREV6'® one 12 01 99 JELD-WEN STEEL ,� mm•PbMNr�Y1W sn,�1/2" _ -1' JELD-WEN, INC. OUTSWING WOODEDGE DOOR _ m .10 TJH DOUBLE & SINGLE UNIT evlTnwc cwc m. RW 31725 HIGHWAY 97 NORTH z t t DB o2 GENERAL REWSION dKM caxsuuurrs.PART OR ASSEMBLY: MMNG x0_- CHILOQUIN, Ofl. 97624 1 6 29 00 GENERAL ftENSION iuc.PH. 541.763.2057 NO DATE HORIZONTAL CROSSEOTIONS et3.se4.3631 t 5-2004 REVISIONS " 1 4, 2/4 & 3 4 I SN 39 4 CF 7 N to e 35.5" — 5.5' m L 4. T m a u1a m x z •o• 1 m 0 ion � o � o n 13.B5" -- 13.85" — 4' � p1 13.85' — 13.85" 13.85" 2 Z OV � ? ma� L 1 —� n ci �O � n e• A vl ✓ �� W %d A, lrO� @D a '1 IT T N ' 43,85" 13.85" . 13.85' o 13.65" 13.85' 4- 9 4 S PROOIICf: m i r7 4 ING W EN STEEL ,JELD-WEN, INC. r'o OUTSWING WOODE TEE DOOR DOUBLE AND SINGLE UNIT 31725 HIGHWAY 97 NORTH Iq A ` w 3 z ae oz ew. I NN PART OR A 0481 , CHILOOUIN, OR. 97624 x m = s g NO eDATE� SIO REvrsioN BY PH. 54t783.2057 REVI510 B ANCHORING LOCATIONS' 13.85°13.85' 13.85" 13.85" Om Q Q� � Q 13.85' — 1 C SEE DETAIL "G" SEE DEW'F" SHEET 5 tSHEET 5 DOUBLE DOOR ANCHORING LOCATIONS 36.0" MAX. PANEL WIDTH r 1 , r r F Q 4" 4' a 4' F— 6" 6" —I+ �— 4" UZ ¢ ¢O N O n p N H Lu xx m ep OC Fl � dwly In IYP. ttP. Fw � 30ZpZ � C'1 O�O m U¢ EEOO mm ==Zp PSO t� Z yl=m 0 h D 1�l Q � OI Ids I F � 2 Tl 4'—i 6• 6' 4' 4' 4 ¢ w SINGLE DOOR W/ IDEiDESANCHDING LAYO z PLANS NS fNane.N a. a _ REVIEWED FOR c T5.25' MAX. CODE COMPLIANCE I I PANEL WIDTH KEEP THIS PLAN ON JOB e $ A r -�-- APR 0 7 2003 - / / Building on' g��d ciion Div -lax:, FL. N - z O �� 2 -! / ExaMnet SlgndWte IJce,ite No. I/I/ 6yIlyME / CANSULTANR, MC R / 813.664.3&T1 12101199 mDBn.� sue N.T.S. / ..pbbz ue.ct+Lm TJH RW m mam66 W-- LI a IWOL 1 S-2004 . SIDELflE Oia DELS k s -6 W 7 ETRI 27 ,5' GLASS B17E. i = I- .125' INSULATED _ TEMPERED GLASS ns ''•\ - .25' AIR SPACE _ 7 '' %•: • • 28 .125" INSULATED TEMPERED GLASS 25" STEEL SPACER 30 SEE NOTE 41 GLAZING DETAIL FULL LITE & SIDELI 3. 4" x 4' BUTT HINGE 12GA. 097 MIN STEEL 2 N n } .1. U Q Cm ? N Z Z w a 112 p N U a 4 9 Ir 1' P14LLIP8 MMOD W000 SCREW (HINGETO FRAME STEEL 5 6 x 2 / 2" PHILLIPS FLATHEAD WOOD SCR STEEL 6 10 X 2' PMTPS RATE WOOD SCREW HINGE R) BUCK STEEL 7 14' TPPLUN a 2 18' fOR DOORS tr 2 1 2 FOP SIDE STEEL 7A RW BUILDEX TAPCON NOA 96-1226.OJ OR STEEL 7B ELCO TAPCON NOA 97-0731.15 STEEL 8 BUMPER THRESHOLD 1 1 4 x4 5 8 x5 8" ALUMINUM 9 COMPRESSION WEATHERSTRIP 0-LON ODS-650 10 EXTRUDED ASTRAGAL IMPERIAL ANH ALUMINUM 11 9 x 1 PHILLIPS FLATHEAD WOOD SCREW STEEL 12 FACE SHEET 24GA. FACE SHEET 25GA GALVANIZED .021 MIN. GALVANIZED .018' MIN. GALV. STEEL 13 TOP RAIL 1.67" x 1.042 WOOD 14 BOTTOM RAIL 1.67" x 1.065 WOOD 15 SIDE SDLE 1.067 1.065" WOOD I6 ASTRAGAL THROW BOLT 0.31" x 19.25 L. STEEL of O2 o� WpU j zpy W�U 300 Ins i11 �o z I7 B x 1 2" L. TYPE AB" PANHFAO SMS STEEL 18 ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL ATTACHED WOOD 1BA 8- 6 X 1' PHILLIPS FLATHEAD WOOD SCREW STEEL 19 KWIKSET TITAN SERIES LOCK 20 KWIKSET TITAN SERIES DEAOBOLT 9f IlAmw crpF TccF InrK INcraucnnNc .5" CLASS BITE INSULATEDBLANK o xnuma25' JAM�i1/4' x 4 1/12") WOOD MPERED GLASS NOTES: 1. SPACING FOR ITEM #30 (J8 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDELITES & FULL LITES: TOP & BOTTOM., SIDELRE (2) SCREWS 2" IN FROM EACH 4niTEMPERED CORNER. FULL LITES (3) SCREWS 3- IN FROM EACH .5" AIR SPACE CORNER, & (1) IN THE CENTER. SIDES FOR BOTH, (6) SCREWS 3:25", 13.75", 26.5", 39.375', 52.0' AND 62.625" 2. SPACING FOR ITEM j30 (#8 x 1 112" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM " INSULATED2.5' IN FROM THE CORNERS & (1) IN THE CENTER. 30 .5' STEEL CLASS SIDES. 3.25' FROM TOP CORNER & (3) MORE AT 10.375". SEE NOTE §'2 SPACER • � moouciBwl� I. 6dV icy 4Fi11Y GLAZING O AI '�Omo1 0- 0 1 4M VENT LITE S-2004 _L or 7