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HomeMy WebLinkAboutProduct Approval NOTICE OF PRODUCTCERTIFICATION Company: Jeld-Wen Exterior DoorsCertification Na.: NI009$61-R4 Page 3 L�� R `:' 3737 Lakeport Boulevard Certification Date: 04/14/2009 zT 4 Klamath Falls,OR 97601 Expiration Date: 10/31/2020 y Revision Date: 01/14/2015 Product: Series"Gladiator/Finishield" Glazed Wood Edge Steel Doors w/or w/o Side-L,ites r (w/Wood Frame unless nofed) g - - 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 NAM I's Certified Product_Listin -atwww.Nainicertification.com.-NAMI's Certification Pro ram is accredited b The American National Standards Institute ANSI). Inswing glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact ' Drawing Number & Outswing Opaque Size Pas/Neg Rated Comments X I/S or Glazed 3'2"x 6'10" -1-45/45 No NCTL-210-3558-1/210-3558-1A Single O/S Max Panel Size:3'0"x 6'7'Daylight Opening: IV'x 5'3" W/0 Surface Bolts Installation Details:JW 122008(1-14)/J W 192008(1-14) X I/S or Glazed 37"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: I'9"x 5'3" w/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OX/XO I/S or Glazed 6'3"x 6'10" +45/45 No NCTL-210-3558-1/210=3558-1A Single w/Sidelite O/S Max Panel Size:3'0"x 6'7"Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) x't OX/XO I/S or Glazed 6'3"x 6'10" +55/-55 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/Surface Bolts Installation Details:JW 122008(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 IIS or Glazed 6'2"x 6'10" -1-55/-55 No NCTL-210-3558-1/210-3558-IA Double O/S Max Panel Size:3'0"x 6'7"Daylight Opening: 1'9"x 5'3" w/Surface Bolts Installation Details:JW122008(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: i NOTICE OF PRODUCT CERTIFICATION F�CERTIF"-W 4aCc Company: Jeld-Wen Exterior Doors Certification No.:' N1009861-114 Page 4 3737 Lakeport Boulevard . Certification Date: 04/14/2009 ' • : Klamath Falls OR 97601 Expiration Date: 10/31/2020 RevisionDate: 01/14/2015 Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/or w/o Side-Lites ' '=.rEo - (vv/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 NAM I's Certified Product ListingatwwFvNamieertificatiou.com.—NAMI's Certification Pro ram is accredited by The American National Standards Institute ANSI Configuration Inswing Glazed Design Missile Test Report Number or or Maximum Pressure Impact Drawing Number & Outswin Opaque Size Pos/Neg Rated Comments OXX/XXO US or Glazed 9'3"x 6'1.0" +45/45 No NCTL-210-3558-1/210-3558-IA 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 US 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 122008(1-14)/JW 192008(1-14) OXO US or Glazed 9'4"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-1A Sinle w/Sidelites O/S Max Panel Size:3'0"x 6'7"Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXO I/S or Glazed 9'4"x 6'1V +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 51" w/Surface Bolts Installation Details:JW 122008(1-14)/JW 192008(1-14) OXXO US or Glazed 12'5"x 6'10" +45/45 No NCTL-210-3558-1/210-3558-IA 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:JW 122008(1-14)/JW 192008(1-14) OXXO US or. Glazed 12'5"x 6'10" +55/-55 No NCTL-210-3558-1/210-3558-IA 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: i. 112";MAX.OVERALL FRAME WIDTH 111 114"MAX.OVERALL FRAME WIDTH 37 1/4"MAX. 74"MAX. 37 1/4"MAX. 371/4"MAX. 371/2"MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 314"MAX. 36 3/8"WITH 35 3/4"MAX. PANEL WIDTH ASTRAGAL PANEL WIDTH t�A 35 314"MAX. 35 314'MAX. 1. PANEL WIDTH PANEL WIDTH NOTE OTE SEE DETAIL A p rn OTE 6FNOTE 6 SEE DETAIL A 6 6 SHEET 6 C jr SHEET 6 I- fn 21 118", y 21 118" 21 1/8" Z � Q M 21 1/8" y 21 1!8' 21 1l8" 0 LL C11 w D.L.O. D.L.O. D.L O. _ w_,y x 00 , O .MAX. -.MAX: - _ = "'MAX. - - - x WIDTH �pTH WlD�k( � � � dJ Q� Lu D.L.O. D.L.O. 0. x WIDTH WIDTH WID�td -- - - _i-W- - -O- - -- - - - - - -- - w 7-M-]4'D- Q 2 0 ¢ NOT O NOTE 4 to ICU NOTE 4 - NOTE 4 _ o NOTE 5ONOTE2 NOTE5xr� NO E 2 NOTE 2 mto V f u NOTE 5 NOTE5LL,1 aOwDc w INACTIVE i ACTIVE RQ; c~n FIXED FD(EO r ACTIVE OTE 4 ASTRAGAL OTE 4 0 Z OTE Y4 NOTE 4 SEE DETAIL B MULL POST SHOWN DBL BACK SURFACE BOLT o MULL POST SHOWN SHEETS JAMB MULL POST OPTIONAL SEE NOTE 3 SEE DETAIL 8 WoO J SURFACE BOLT (NOTE SHEET 6 DBL-BACK JAMB MULL v7 w W : SEE NOTE 3 112"MAX.OVERALL FRAME WIDTH w x w 1 POST OPTIONAL i 37114"MAX. 37 112"MAX. 37114'MAX. TRI UNIT(OXX)OR(XXO) w w TRI UNIT(00X1 ORfXOO) FRAME WIDTH FRAME WIDTH FRAME WIDTH SCALE.1/2'=1'-0" p 35 3/4'MAX, 35 314'MAX. pwj F SEE DETAIL PANEL WIDTH PANEL WIDTH SHEETS OTE 6 NOTES a 0 m rom 21118" 211/8' 21 Ile' NOTES: = MAX. MAX. 1-ALL VIEWS FROM EXTERIOR, W Lu w D.L.O. D.L O. D.L.O. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. = WIDTH ' w0f� i WIDTH (SEE OPTIONAL CROSS SECTIONS) I ~ 0 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING U w U o O w DP-45 OR LESS. o 0 ui OD x 4-MASONRY AND CONCRETE INSTALLATION DETAILS. c a a U a 0W 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, qE;rLATCH JAMB OR SIDELITE JAMB WILL BE THE SAME , o NOTE 4 0ICUNOTE 4 ' REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL m o w NOTE 2 CROSS SECTION IN 1X BUCK OPTION IN_MASONRY/CONCRETE, Q I'� o NOTE 2, SEE SHEET 8 FOR DETAILS. �N m o NOTE 6-FOR VERT{ 'Am" n N 1X BUCK OPTION IN MAsof GREs � SHEET 6 FOR DETAILS. V m Q O �(IVE ..F.. i z � DATA: 8/12/06 scat e:AS NOTED FIXED FIXEd �N 1 I. DWG.nr: WBD f * * HERMES F.NORERO y� FLORIDA P.E.NO.73778 j SEE DETAIL B NOT NOTE 4 }7 i',I 398 E.DANIA BEACH BLVD. cNK.nr: S.FREY SHEETS MULL POST SHOWN- �� '•L4 2�:� SUITE 338 DRAWING NO.: SURFACE BOLT TRI UNIT(OXO) �i�ds ''••••••' G � DANIA BEACH,FL 33004 SEE NOTE 3 DBL-BA OPTIONAL LL SCALE:1/2"=P-0" i���'3`ON'i� `��� FSPE CERT.OF AUTH.NO.29518 nN W22 Q0084 I i i . o m CDn cc m0 U (r In Z 0 I - LU co - 74'MAX,OVERALL FRAME WIDTH. - - - - . _ - -_ _ __ W Y co_ 721!4"MAX.PANEL WIDTH _ _ 74 3/4"MAX,OVERALL FRAME WIDTH SEE DETAIL A 371!2"MAX M u 35 3!4"PANEL WIDTH 35 314"MAX 35 314"MAX RAME WIDTH W M _ ' - - - - - - SE - - - - - SEE DETAIL A - - PANL WIDTH PANEL WIDTH- E DETAIL A 35 314°MAX" Y0- PANE _- SHEETS SHEET6A PANEL WIDTH ' 36 3!8"WITH ASTRAGAE OTE6 OTE OTE 6 — - - - � 21 118° OTE fi -- - - - / 21 1/8" q 21 1!8' 21 1/8' � MAX. MAX Lu D}.:0. D.LO. x WIDTH D H 0 C=-7 = DTH WID F -4 = WID o C4 J �? m J �3 o Lu ci 00 O - d w B cAh ¢ o p. 7 w 0:3 W NO 4 NO E4 uo �q Z Nq E4 ULCTWE 8 a 8ul :F0 00 W P. no NOTE 4 O OTE 4 F N V NOTE 2 YoLL NOTE 5 n n NOTE 4 fnS v w OTE 5 nzo om co I INACTNE ACTIVE !! ACTIVE NOTE 4 O NOTE 4 SURFACE'BOLT SEE DETAIL B SURFACE BOLT NOTE 4 4 w ASTRAGAL SEE NOTE 3 SHEET 6 SEE NOTE 3 a N SURFACE BOLTS SEE DETAIL B w O o Q SEE NOTE 3 SHEET 6 SEE DETAIL B DUAL UNIT (OX) 4R (Xdl SHEET 6 INOSE UNIT (Xl O o ON DUAL UNIT (XXL.,_ SCALE: 1/2' =1'-0" SCALE: 1/2" =1'-0" a=a O SCALE: 1/2" =1'-0" b �, I NOTES: >v 1-ALL VIEWS FROM EXTERIOR. n < 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE,(SEE OPTIONAL CROSS SECTIONS) ------ °o 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING �PES FQlf tQ�i v m¢2 DP-45 OR LESS. "'�. 4-MASONRY AND CONCRETE INSTALLATION DETAILS. :'} �0�� DAM 8I12/08 j 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 7$f: sme AS NOTED LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME =* * HERMES F.NORERO OWG.9Y: WBD ( FLORIDA P.E.N0.73778 REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL $TAT)E t�F D: cHK,er: S.FREY ki CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, / 398 E.DANIA BEACH BLVD. SEE SHEET 8 FOR DETAILS. pn t.&, QP .` SUITE 338 owiwwcHa: 6 FMASONRYICONCRETE,VERTICAL ANCHOR EE SHEET 6 FOR DETAILS.N IX BUCK OPTION IN '��rtsS AL��G��``` FBPE CERT.OF AUTH.NO.29578 sheer 3 2 000814 i I — — i 105'MAX.OVERALL WIDTH 15 1/Z"MAX. 89 112"MAX.OVERALL WIDTH 37 1/2•MAX SEE DETAIL A FRAME WIDTH 15 112 MAX' 74 MAX.FRAME WIDTH FRAME WIDTH SHEET 6 FRAME WIDTH 1 36 3/8 WITH 35 3t4 MAX DETAIL A 35 314'MAX 5 314" 36 3/8' 14"MAX. 14"MAX. ASTRAGAL PANEL WIDTH SHEET 6 MAX. W!ASTRAGAL PANEL WIDTH PANEL WIDTH PANEL WIDTH D.L.O. OTE 6 NOTE 6 NOTE 6 SEE DETAIL A O Q1 5 314" SHEET 6 OTE 6 J MAX.D.L.O. OTE 6 m r F- Cn� Z 0 -1 M NOTE 2117 11/8" 195/8- D LL Cy OD 2 MAX. L.O. M D.L.O. 211/8" 1 1/8" MAX. O 2 Y = MAX.6jZ..O. MAN, _ WIDTH O .(9 FNOTE 2 / E 6 L o x _ _ = w o t9 w W cL - U z- - O __,NOT£ z ` _ _ w- w aD NOT - _ 7 CL m O 4 O NOTE 4 g NOTE 4 00 NOTE 4 C O NOTE 4 n m NOTE 4 O NOTE _. \ _- ....._ / - - - - .ro _ .... - _._ NOTE 5 \\ NOTE 5 w 0 O E5 ceoW' FI ED INACTIVE ACTIVE FIXED l w FI D INACTIVE ACTIVE ` ACTIVE ¢0 5 6 L Oz NOTE 4 SURFACE BOLT 0 3 0 OTE 4 ASTRAGAL SEE NOTE 3 QUAD UNIT (OXXO) NOTE a SURFACE BOLT SEE NOTE 3 SURFACE BOLT n SEE DETAIL 8 SCALE: i f 2" =1 -0" ❑n SEE DETAIL 8 SEE DETAIL B SEE NOTE 3 _30 0r NO,_ . ASTRAGAL SHEET 6 SHEET 6 SHEET 6 s 0°' m 53"MAX.OVERALL WIDTH TRI UNIT O SINGLE VENT UNIT (X) 2 w i w w 68 1/2"MAX OVERALL WIDTH SCALE: 1/2" =1'-0" 37 1/2'MAX, 15112'MAX. 371/2"MAX. `SCALE: 1 2" 1�-O" °-F`�'} N O FRAME WIDTH FRAME WIDTH C1 n. NO E 6 FRAME WIDTH 35 314"MAX o 35 314'MAX. 15112'MAX. 14'MAX.PANEL WIDTH PANELWIDTH 5 3/4" PANEL WIDTH FRAME WIDTH N01 o O MAX.D.L.O 14'MAX. 5 3/4"MAX.D.L.O. '4440TE 6 g m SEE DETAIL AOTE 6 PANEL WIDTH SEE DETAIL A y 3 SHEET6 SHEET 6 NOTES: w to 19 1 116• 1-ALL VIEWS FROM EXTERIOR. q 1 m X71,118" M .D.L.Q. 2-MULL POSTS&DOUBLE BACK JAMBS ARE INTERCHANGEABLE. Z z H, MAX\.L.O. \ (SEE OPTIONAL CROSS SECTIONS) =w$IL O _ c2 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING o a c7 N_ S2 c2 = DP-45 OR LESS. a Q czi o w = 0 NOTE 4= w 4-MASONRY AND CONCRETE INSTALLATION DETAILS. a a _ + w 2 5-POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, v LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o o m NOT£4 O NOTE 2 NOTE 4 00 REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL y Q rn h O CROSS SECTION IN 1X BUCK OPTION IN MASONRYICONCRETE, N NOTE 2 NOTE 4 m m SEE SHEET 8 F jjAILS. NOTE 2 / 0 6-FOR VERT�y( Of4lJt?I 1X BUCK OPTION IN m MASONFv1i117 KHEET 6 FOR DETAILS. O m a z NOTE 5 m �� DATE: 8/12/06 y NOTE l! OTE 5 sca E:AS NOTED Ng / ?$ * HERMES F.NORERO MG,BY: W8D SEE DETAIL B' FI D ACTIVE FIXED FI D ACTIVE r -0 Tf1TE FLORIDA P.E.NO.73778 SEE DETAIL B 7) _ " 398 E.DANIA BEACH BLVD. c_ Ev: S.FREY SHEET 6 C1 '•,qC p: 2� SUITE 338 ERA"NG»o.: SHEET6 NOTE4 c SURFACE BOLT 4 0 �--- SDUAL CALE UNIT 2(OX)1 OR d"(XO) NOTE 4 S SEE NOTE 3 URFACE T rrrs,......... G`�� FSPE CEDANIRT..OF AUTH.NO.9578 snEET 4 2 000914 NOTE SEE NOTE 3 SCALE:. 1 2" =1 -d" — 1"MIN.EDGE 1"MIN.EDGE --; DISTANCE P MIN.EDGE DISTANCE 1'MIN.EDGE 1"MIN. 1"MIN. �• DISTANCE DISTANCE of 1"MIN. m 1"MIN. ig OTE Z s 28 42 NOTE 2 Q 0)28 42 N2 a 9 Z 9 -I O 29 1 .. 2g 42 = 42 O. u_CV J� LU L1120 LU Y -aU) Y g 47 SEN w 36 t11 . 16 At N 37 �= '� SEE DETAIL A SEE DETAIL A SEE DETAIL A 18 SHEET to SHEET 10 SEE DETAIL A 10 31 SHEET 12 w t"MIN.EDGE r MIN.EDGE -. SHEET 12 DISTANCE, :.. .. •`- -_ - - - - -.34._ __31 DISTANCE_- 30 C ICA CRASS SFCTION G IC CR SSMC 10�� O _ 21 6 FIXED UNIT 1X BUCK OPTION IN OPERATING UNIT 1X BUCK OPTION IN n MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL w w 21 SCALE:3"=1'-V SCALE:3•=1'-W 0 w 12 1- 1.00"O.A. < � z z 1.00"O.A. EDGE dIF o o z Q o INSULATED o INSULATED 11f8 PANEL 5;0§ 0 w TEMPERED GLASS o TEMPERED GLASS 1 � t- 1 EDGE 0 \ o CC r 5C m ca r PANEL uI o oc`o w =w ro j f vT—T m / , w X U a SEE DETAIL A z SEE DETAIL A I ' IM LL�N N w U SHEET 7 a SHEET 7 �� 22 a � a fn 21 22 518" N eo m 21 / a DETAIL A SURFACE DETAIL B SURFACE 3 cry° t9 BOLT TOP LOCATION BOLT BOTTOM LOCATION uI w 30 = N SCALE:2"=1'-0' SCALE:2"=1'-0" w-r 30 • z z�w U 011.D-2 31w a O 31 1•FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. d¢ _�? 10 17 17 2. 1X MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS a ° a C p SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEETS. 37 32 1• 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW `lv MIN 1' 37 CONFIGURATION. °�' n o 38 11 38 11 IN 4. OPTIONALLY,ANCHORS CA��6AW,C�IN NARROW SECTION OF HEAD OR]AMB AS LONG AS MINIMUM,�t$ �E�4T Ct ED. U m¢Z 32 ...�.. is DnTE 8/12108 4 1:O SCALE:AS NOTED a c .:'a .• 9 �— •'a ; HERMES F.NORERO g '�I' �� * FLORIDA P.E.N0.73778 DWO.BV: WBD a Z m 1• r z 1° _ D _T�E%��� W 398 E.DANIA BEACH BLVD. CHK,8y'. S.FREY MIN MIN w MIN MIN. %�oc ':q�OR1uQ•' aw SUITE 338 DRAWINGNG.: B VERTICAL' CROSS SECTION,SIDE LITE TYP. DANIA BEACH,FL 33004 sHJWr122o0f08 /—A'\ n6AL CROSS SECTION.ACTIVE DOOR P '9/0 AL � FBPE CERT.OF AUTH.N0.29878 MASONRY AND CONCRETE INSTALLATION 1 4 MASONRY AND CONCRETE INSTALLATION SCALE:3 =1'-0' SCALE:3"=T-0° 1 1/4° 1/4 MAX. 1 MIN.EMB. SHIM 2g SEE.DETAILA 12 1310 i 4 SHEET I2 37 10 0 3 19 19 3 30076 z37 21 30 31 18 30 21 22 22 19 31 30 2122ci Lo z :;r;>:::. 'rl: . ;(;: SEE NOTE 3mNOTE223 47 ACTIVE23 NOTE236 8 6 7 INACTIVE EXTERIOR EXTERIOR 36 4 3EE NOTE 2 Z 0O Jcl) EXTERIOR EXTERIOR Q NOTE 4 28 42 36 47 C 0 HORIZONTAL C S Z W LL'Do HORIZONTAL CROSS SECTION 7 SCALE: 2"=1'-0° 7 SCALE: 2"=1'-0" w Y 2 CO CA� HORIZONTAL-.CROSS-SECTION 7 SCALE:-2"=1'-0" _j - 7 MASONRY & CONCRETE INSTALL p � Q Lo SCALE: 2"=1'-0" EE DETAIL 4"MAX J `- ----1/4•-MAX. --',,,__ _ .-_ -- __ _ 1!4'.MAX. 8 4 EE NOTE 4. - - 1/SH _ -1 2' 3 S T 1 A S- - ---- - {1/ J AX, SHEET 2 3�I HIM M Y d - SHIM 11/4'- -- — --SEE DETAIL A- - 1 . '__-=-- - - SEE DETAIL SHAM MIN'EMB. - SEE DETAILA MIN.EMB. SHEET 12 1 �N.EMB. - -- 19 10 - _1- --`-- - --- - _ -=- -= - - -- --- SHEET 12 SHEET 12 z 2 i_ z z ;r;;,l •"Y' 0 5 SEE NOTE 1 o z :`rig^ :,i„. 1. ..•.h•” 'g� SEE NOTE 1 EXTERIOR 9 B Lu w - .a .r :. •;, 30 w W Lu w 5 SEE ' 30 9 S 7 6 9 8 SEE NOTE 2 3 4 6 9 NOTE 1 EXTERIOR EXTERIOR H S S p y EXTERIOR 7 6 7 WOOD INSTALLATION o o z m e F G S SCALE: 2"=1'-0" 35 g �E1 HORIZONTAL CROSS SECTION 7 MASONRY & CONCRETE INSTALL ] WHORIZONI SECTION OOD INSTALLATION 37 SCALE: 2"=1'-0" 10 9 0 ] WOOD INSTALLATION CrAI.F• ?"=t'-n" /;7,\ .� 311nn) 0 :•I SCALE: 2"=1'-0" 22 au oR 18 1y 22 �m m O 1114' wo w N 1/4°MAX. 1!4'MAX. 3 K K SHIM SHIM MIN.EMB. 3 •r•5�: ILL N ¢ O g SEE DETAILA g1 2 0 3 10 x:i,,:,+.::••+. n Uw K x 4 SEE DETAIL A z 19 1B 3 30 1D o SHEET12 SHEET12 6 rtl7�237 EE NOTE 2 Ow 18 0 T 8 •s ";1.: `." EXTERIOR m P;i:;;•: i z SEE NOTE 2 3 4 7 �1 HORIZONTAL CROSS SECTION U 6 EXTERIOR ] SCALE: 2"=1'-0" EXTERIOR EXTERIOR w w g 9 rK HORIZONTAL CROS SECTION NOTES: 2 W 3 SEE NOTE 2 SEE NOTE 2 3 4 6 ] SCALE: 2"=1'-0" 1.FOR ANCHOR SPACING(ITEMS 95 OR t/9),SEE SHEETS 9,10,&11. z O 4 8 4 EE NOTE 4 2.SPACING FOR N23 FROM TOP OF SIDELITE DOWN(SEE SHEET 10). 1-O Q 0-z HORIZONTAL CROSS SEC J HORIZONTAL CROSS SECTION 3.ASTRAGAL SCREW PATTERN SPACING FOR#13: 0 1w-U O 7 WOOD INSTALLATION 7 MASONRY,,& CONCRETE INSTALL FROM BOTTOM:1/2",2',3 112",20",24 3/4•. on- SCALE: o w=`� SCALE: 2"=1'-0" SCALE: 2"=1'-0" FROM TOP:112',2•,3 1/2',20',24 314',39•. of a j a U 1 1/4' 2842 EE NOTE 4 MAX. 4.LX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS ' 114' - a o MIN.EMB. 1112' SHIM SHEET 6. HORIZONTAL SECTIONS:DETAILS SHEET 8. N o o W 1/4'MAX. MIN.EMB. SEE DETAIL A r 1 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD SHIM . z SEE DETAIL A J_ SHEET 12 ANCHOR SCREW CONFIGURATION. a'o SHEET 12 31 21 DOW 1199 SILICONE 1I2°MIN GLASS BITE 6.OPTIONALLY,ANC�I(1R�W V4VED IN NARROW 1 31 21 z �i 10 18 22 SECTION OF HEkOb G°j1S MINIMUM EMBEDMENT IS ACHIEVED. U m Q z z 10 18 1/8"TEMERED GLASS DATE: i 22 ;<t " 8/12108 z a 314"AIRSPACE Z O S _ SCALE:AS NOTED HERMES F.NORERO DwcBY WBD 29 1 28 9 29 6 7 EXTERIOR 13/4" 30 a (TE FLORIDA P.E.NO.73778 . : 6 EXTERIOR P';! /'' W 398 E.DANIA BEACH BLVD. CHK.BY: S.FREY 7 O :qC P �� SUITE 338 DRAWING N0.: HORMASONRY & CROSS 'SECTITI S ALL r7 WOOD IOIN INSTALNTAL LATION SS SECTION SCALE:C6DETAILOA 1/8°TEMPERED GLASS '�'�i�`SS/pNA1 �aG��� FBPD NIIA BEA H,FIL 33004 NO.29578 JW122008 SCALE: 2"=1'-O" SCALE: 2"=1'-0" //i//11�II111�� sHEET7 OF 14 i 1 i I 84 NOTE4 10 SEE DETAIL A 114°MAX- 1 114" ' 3 3 SHEET 12 SHIM � MIN.EMS. 2 O 2 0 3 18 1 3 30 2 3t i g 18 3 0 2 3 z c0 3 0 � 1910 � Ll rl O ul 3 36 3 SEE NOTE 2 Z Q...1 6 SEE NOTE 2 EXTERIOR SEE NOTE 2 EXTERIOR SEE NOTE 2 EXTERIORa 0 g n LL N SEE NOTE 2 EXTERIOR -,` LU Go Af �{ORI7QNTfl�t$�$S £CTEGN B HORIZONTAL CROSS SEU¢� /D�HORIZON'1AL CROSS SEC71dN _ UJ- to 8 SCALE: 2"=1'-0" 8 .SCALE: 2"=1'-0" N S MASONRY- & CONCRETE INSTALL Q ---- i C 4 0 R SS 0 SCALE: 2"=1'-0" r <t° SEE DETAIL A 8 SCALE: 2"=1'-O" SEEDETAIL A 1112 4' _ a SHEET 12 MIN.EMB. 5 ,Y -..YHEET 12 MIN.EMB. _ _ _ _ _ - _ -_ ° - ,1 3 4__: n w - - - _ � M Y F. m F —�- z v 8 w 1 t0 Z�x 1 1/4'MIN {� 2 t° g v "m m(7 41 md ig 2 O EMBEDMENT I ° C7 41 �a 18 9 T 0 3 19 19 37 02 - _ _ 2 4 u�.,`.'3= a. SEE DETAIL A w J O :. L .. t.,.:. NOTE4 " :r,:•...,a ..• SHEET 12 wow w !_ D 7 8 �AX. 078 � 8 ::.� w '•:=• .....a 10a+- wERIOR EXTERIOR -. 3 a i FEXTERIOR goo U) 1t9H SEE OTE 2 EXTERIOR 'p o ." 29 9 O z O 0- 1/4'MAX. 3: U �OSS SECTION I ZONTAL CROSS SECTIONG ORIZONTAL CROSS SECTION -- .F 8 WOOD INSTALLATION 8 MASONRY & COCRETE INSTALL $ SCALE: 2"=1'-O" r �N„„ORIZONTAt_Ci20�S SEC�TON, woo Z ^,xl:ALt: 2-=I"—U- SCALE. 2"-V-0” \ Q / = � m FIXED UNIT 1X BUCK OPTION IN 1 1/2” SEE DETAIL MASONRY & CONCRETE INSTALL z w N N z 1 1/4' 114°MAX MIN.EMB.. SHEET 12 (LEFT-HAND ANCHOR SHOWN,RIGHT-HAND ANCHOR SIMILAR u t cv m 0' iWMAX 2 MIN.EMB. SHIM SEE DET ILA 10 19 2 z m O _ SHII i 1!2' 3 SEE DETAIL SHEET 12 A 3 10 tg25 20 31 5 2 31 �15 TEMPERED o cwi 1 3 4 w I f MIN.EMB. �� Z-1 1O 19 2 20 31 21 22 2 i n 2 114'MIN.42 o m i 21 22 Z .- ' ° °EMBEDMENT ~ .- Z c r�l,';�' z 112° t 9 2 I 2 30 3 q AIRSPACE 27 30 ' I(-3 SEE DETAIL A W 5 "7 .� 330 1 EXTERIOR - 29 EXTERIOR ° 114'MAX. EXTERIOR w . ;..,•..:... SHEET 12 2 Z F SHIM 'i' 2g 29 NOTE 4 28 42 MODEL 799 VENTED HALF LIT£ ° ''.' - •' '--i'•"^•'•�`t __m< s p J HORIZONTAL CROSS SECTION ' H HORIZONTAL SS SE 10 1 0 IZO ROS 0 $ WOOp INSTALLATION 0o a O 0 Oou�x $ WOOD INSTALLATION 8 MASONRY & CONCRETE INSTALL SCALE:2'=I'-O' ° 29 9 EXTERIOR a v0 SCALE: 2"=1'-0" SCALE: 2"=1'-0" IWMAX. o ° 11/4' r SEE DETAIL A NOTES: SHIM o MIN.EMB I SHEET 12 1,FOR ANCHOR SPACING(ITEMS#5 OR#9),SEE SHEETS 9,10,&11. cgr�ss sEcrioN ° w TAl a a 1!8" 2.SPACING FOR#23 FROM TOP OF SIDELiTE DOWN(SEE SHEET 10). 8 OPERATING UNIT 1X BUCK OPTION IN N o d • z a 10 19 2 EMPERED f�$Allf�j(! & CONCRETE INSTALL 9 m 3.ASTRAGAL SCREW PATTERN SPACING FOR#13:.. (LEFT-HANK, ()R /�!j,RIGHT-HAND ANCHOR SIMILAR) o m a 0 FROM BOTTOM:1lT.2',3112',20',24 314'. �� �, z xs FROM TOP:1121,2",3112",20°,24 314".39. ., p iy DATE: 8/12/O8 4.IX MAY BE UTILIZED AS AN OPTION.FOR VERTICAL SECTIONS,SEE DETAILS SCALE:AS NOTED 112 %Nq 7E-V HERMES :NORERO SHEET 6, HORIZONTAL SECTIONS:DETAILS SHEET 8. _* L �, ""� * DWG.BV: WBD T 4Y{• 2 2 3 41 .AIRSPACE �4J\4/ n$ TE F •: FLORIDA P.E.NO.73778 aNK.sr: S.FREY , I EXTERIOR 5.TAPCON MASONRY ANCHOR SPACING SAME AS WOOD f} r A j ' 4! 398 E.DANIA BEACH BLVD. 1/4'MAX, I ANCHOR SCREW CONFIGURATION. -' O '•:,'9(O OP;'�W.; SUITE 338 . DRAWING NO.: SHIM MODEL 799 VENTED HALF LITE ter,may+ """••"'. C9� DANIA BEACH,FL 33004 JW122008 E 5.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW K HORIZONTAL CROSS SECTION SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. , NAL BPE CERT.OF AUTH.N0.29578 i �,�SAO E `�. 8 MASONRY AND CONCRETE INSTALLATION �tJ+/l1litLtll� SHEET8 of 14 SCALE:2"=V-0" SEE DETAIL E SHT.9 a. SEE DETAIL A SHT.9 SEE DETAIL A fO \ SEE DETAIL A SHT.9 L5'TYP I SHT.10 .. .... • rn a g°TMP a > IZ Ft SEE DETAIL D6"NP SHT.10 SEE DETAIL A 9"TYP SEE DETAIL AmO TYP 3"TYPSHT.10 5"TYP 3"TMPPSHT.10 ) Q J_I I 1 1 1 1 1 1 1 I 11 III _ r`� Z OQw 2° I 1 1 1 1 1 1 1 _ Z W U-Do 1 - � - �. -12 - I W QY �aD i In w I SEE NOTE 2 _ I LL z , - - _ 32' I -- - w a I LU co Ya I n LL X42" PBL JAMS - �2" I (WOOD INSTALL) 6 PPTIONAL - I - 1 I '� - --(MASONRY INSTALL g_ (WOOD INSTALL)5 - -62" m_ - ( - ) - r SEE DETAIL B °J (MASONRY INSTALL)g 72° I TYP l SHT.10 _ I I TY X78, I i ❑ / s (WOOD INSTALL) I 1 I I I I I 1 1 I I I 4 1 1 I I w w cr to SEE SHT.gP DETAIL F J i R(MASONRY INSTALL) I I I I I I I I 0 w zz 1��" ¢❑ � ANCHORING LOCATIONS o o z OUTSWING SINGLE UNIT I(X) SEE DETAIL a SEE DETAIL B g 0 p SCALE: 3/8" =1'-0" SEE DETAIL C SHT.10 0 � Q � J- SHT.9 SHT.10 SEE DETAIL C 0 ❑. z ANCHORING LOCATI NS DOUBLE SHT.9 w 0❑0 r ❑ ANCHORING LOC%rIONS DOUBLE = m O.6 OUTSWING UNIT W 1 'SID IT (XXO) OUTSWING UNIT ()OC) 0-'`K 0 SCALE: 3/8" =1'-O" SCALE: 3/8" =1'-O" z ai 0 L w N �/1 -z F F-� Q Q NOTES: D w o NOTE? 1. CORRUGATED FASTENERS-TO BE APPLIED ON BOTH INTERIOR o ~ NOTE AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1 FOR a 0 I TOTAL OF NINE FASTENERS PER SIDE. ❑y e 7 1 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS fn 3 m _ NOTE1s a 1 / NOTE ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. " I I 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. w y J jE 7 / 4. SEE SHEET 10 FOR SIDEUTE FASTENER LOCATIONS. ¢ 0 z ZFN DETAIL C DETAIL D 5. SEE SHEET 10 FOR SIDEUTE.BRAD NAIL LOCATIONS FOR w=o 0 LOWER SURFACE BOLT STRIKE PLATE QUARTER ROUND MOULDING ATTACHMENT. LATCH & DEADBOLT o o ui=DO DETAIL A I DETAIL B & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILL D a?d 0 z UPPER SURFACE BOLT STRIKE HINGE DETAIL SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT . PLATE & UPPER ASTRAGAL SCALE: 1/2" =1'-O" LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN o BOLT STRIKE THE FIELD. N S o w SCALE: 1/2" =1'-0" 46 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. N NOTE 7&-k SURFACE BOLT HQW EPA DRILLED AT FABRICATION WHEN N(Do / o \ BOLT LOCAT10k1,4% INED. STRIKE PLATES ARE ATTACHED IN THE FlET�O��E O ��'� 0 m a z 'LSO:' D—: 8/12/08 o/ scuE AS NOTED No/ 74 e * HERMES F.NORERO 46 � FLORIDA P.E.N0.73778 DWG.BY: WBD 45 NOTE 7 p T % ,g 398 E.DANIA BEACH BLVD. cmBY: S.FREY DETAIL E AT HEAD DETAIL F AT SILLSURFA % " 0 -.. ! pP,• 2SUITE 338 DRAWING NO.: SCALE:C 1/" '-O" SCALE: SURFACE BOLT PLATE ����-,r &/ON';I��G�`�`` FBPE CERT.OF ADANIA UTH.NO.FL 9578 sx r 9 JW1 00084 I I , SEE DETAIL E SEE DETAIL A SHT.9 SHT.9 -, � o SEE DETAIL C CJ SE,E DETAIL C SEE DETAIL D > !r 5"TYP St�T.10 SHT.14 0. 5"TTP T. 9 TMP SEE I N m O . 9"TYP 9"TYP a 6"TYp SEE DETAIL DETAIL A f 6..nrp g"TYp r SEE DETAIL A 3"TYP D SHT.10 SHT.10 rz SEE m U Ir J eft 4 3•TYP 3'TYP / SHT.14 r = n DETAIL D Z d LL N 1 1 12 I I w SHEET 9 " W Y oC? Li 11 .i III III I II 12(, t 1 2' z -12" ( y _ I -22" _ SEE O i w SEE NOTE 2 ( DETAIL B (,U h Z 1 w �" MULL POST --_ 32" I m- SHEET 9 i J _ 1 - - ! w -- MULL POSTI SEE NOTE 2 =32"- i _ -42" N - II '( I DBLJ BS a - -42" - OPTIONAL -52" OPTIONAL IDBLJAM6S "�s2" i _ m LIMMONR (WOOD i TALL} 5 -fit" - _ .. _ -- -- _ - - _ o Y I TALL}9 I O n - (WOOD INSTALL}5 + -62" f `° I TYP 72" w o I MAS jONRY INSTALL 9 I I 78°I _ + �UwTYi 72" i i I 1 I I I I i i t I 1 1 1 O v~i o I I _ t T ttl III I i Itt 111 tIi �ti t \ LATCH ANDHING ¢ z Um .. 'S O E MULLIONS SEE DETAIL B SEE TYP FOR ALL FRAMES H J SHT.10 SEE DETAIL F DETAIL B SCALE:1/2"=1'-0" 00=) 2 / SHT.9 w 0 } SEE UC(AIL C �" ANCHORING LOCATIONS DOUBLE SHT.10 0.0 1 0- SHT.9 ' OUTSWING UNIT W/2 SIDELITE(OXX4) ANCHORING,LOCATIONS SINGLE 38 11 Z w x w j SCALE:3/8"=1'-0" OUTSWING UNIT W/2 SIDELITE(0X0} 2 23 eZ -- IN N Q SCALE:3/8'=V-D! [5 z w o 1 3 4 L U o 2 I 1 3 4 3m DETAIL A DETAIL B TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS um'^, uJ j r qp SCALE:1-1/2"=1'-0" SCALE:1-1/2'=V-0" g d _ 27 2 2 NOTES: ~ I59 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR w U 0 0 AND EXTERIOR SURFACES AT SPACING SHOWN,+/-1',FOR o u]=y j 2 24 TOTAL OF NINE FASTENERS PER SIDE. a °•0 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY,OMIT ON SOLID MULL POST CONFIGURATIONS. r o 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. H N c W 2 23 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. °i d 5.SEE SHS 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER in 0 ROUND MO lN4ViTx�"��j{CHMENT. j - 6. ALL VIE3� Uig U m 4 2 35 23 �t^� p �+ DAT£: 8/12108 - U ScA E:AS NOTED Nt l 7 ':. z r�f H£RMES F.NORERO 23 FLORIDA P.E.NO.73778 STAPLE LOCATIONS BRAD LOCATIONS DETAIL D A� .r pP ?,��/` 398 E.'ANI' BEACH BLVD. ctnc.ev: S.FREY TYPICAL FOR ALL SIDELITES PlCAL FOR ALL SIDELITES TYP FOR HEAD TO DBL JAMB o VKI • „ SUITE 338 Duvanono_ SCALE: 3 8" = 1'-0"' DETAIL C SCALE:1-112"=1'-0° �r��FSS/'•••-•'����```� DANIA BEACH,FL 33004 JW122008 SCALE: 3/8`" l'-O« TYP FOR HEAD TO MULL POST ii7/t7 ON'1;`,.,� FBPE CERT.OF AUTH.NO.29578 Sneerl0 of 14 SCALE:1-112"=1'-0" — 1 I ' C i i �I . . .. . . .. . . . ... • FEE SEE DETAIL A SHEET 9 SEE DETAIL A SEE DETAIL A CID CL 5"TYP SHT.10 SHEET 9 n 5"TYP am Zn 69 TYP SEE DETAIL D 9"TYP 9"TYP J d Jl— 3"Np SHT.10 6"TYP 6"TYP SEE DETAIL A m O I 11 1 1 1 1 1 1 1 1 .I I I F-22k 3"TYP 3"TYP SHT.10 U � I 1 1 1 1 1 1 1 1 1 I A Z a Q M _ 2 W 000 SEE DETAIL C I I i i UJLo SHT.1 _ - - - --_- - - 0 _ SEE DETAIL C - Q w = SHT.10 0 n SEE NOTE 2 w13: J M g d -42.. w 2 Y -- _ -- _--- - --- --- - - - 1 r DBLJAMBS = _— -_ _ _� POST.._ OPTIONAL —52" (WOOD INSTALL) 5 -62" MULLIPOST (MASONRY INSTALL) 9 I no F - _ -TYP _- 72" =00 _(WOOD INSTALL)5 I x I " \ — (MASON RY INSTALL) I- - - --- - O - - - TY P\ I III I 1111111 I l mCw7w m •• ,, SEE DETAIL B O w z0 SHT.10 SEE DETAIL B g 0 w F SEE DETAIL C� J SHT.10 0- 0 J SHT.9 ANCHORING LOCATI NS DOUBLE 23 m of Q OUTSWING UNIT Wp 2 SIDELITE (OXXOl SEE DETAIL C 0 0 5 O F SCAI F: 3/8" =1'-0" SHT.9 ui OO yl z w 4 ANCHORING LOCATI NS DOUBLE ° 0a° OUTSWING UNIT WP 1 SIDELITE (OXX� w X w = ' SEE DETAIL E SEE DETAIL E SCALE: 3/8" =1�-0." LL Fw N IS z SHT.9 SHT.9 N o c ¢ v 0 0 0 5°TYP 9.7YP. SEE DETAIL D IL� 5°TYP a n m m SHT.10 9"TYP. `O 6•Np*Cl ---SEE DETAIL A m 5"TYp SEE DETAIL A m 3"ITYP. SHT.10 3"T-�.p SHT.10 1 1 1 1 INOTES: w1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR w U)UJI SE DETAc7¢ AND EXTERIOR SURFACES AT SPACING SHOWN,+/-1',FOR z z = SH 10 SEE DETAIL C 0¢a z TOTAL OF NINE FASTENERS PER SIDE. s a - SEE N E 2 -22� _ _ SHT.10 _ w 0 0 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK 0¢ O N w I IL MUL POST JAMBS ONLY.OMIT ON SOLID MULL POST CONFIGURATIONS. O 0 w x j DBL AMBS 32' i a.a a O w OPT�ON L " 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. o x - i -42" 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. c 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER CID MULL POST 2• ( OD INSTWLL) 5 ROUND MOUNDING ATTACHMENT. v N m _ I SMAS NRY INSTIALL) 9 6. ALL VIEWS FROM EXTERIOR. a o )DIDI STALL 5 -62- " I TYP ,�11111j/j� m (MAS SIRY INSTALL)9 72" m I �� S F• 0 "i v' m¢z TMP 7 �� '� DATE: 8/12/08 1 1 III 1 III \ 1 1 1 1 1 1 \ �G =•)'p f scALe AS NOTED ' SEE DETAIL B SEE DETAIL B f T - HERMES F.NORERO -7E ._cif- WBD SHT.10 - FLORIDA P.E.NO. SHT.10 S.FREY TATE 398 E.DANIA BEACH BLVD. cHK BY. I SEE DETAIL F SEE DETAIL F � O'•';'gCp�(D?;:� �/: SUITE 338 [DRAWING NO.: SHL 9 SHT.9 ANCHORING LOCATI NS SINGLE ���� G����� DANIA BEACH,FL 33004 JW122008 OUTSW�NIITC WP 2S SIDELITE (0X01 SCALE:OUTSI 3/8""NIT 1W�1 SIDELITE (OX) FBPE CERT.OF AUTH.NO.29578 sneerl l of 14 i i i 2 112" -- �`�� � �� 1 -T I T Vz-, > DC 53/8" -{ �_ J o WOOD JAMB BUTT HINGE OPTIONAL OUTSWING THRESHOLD a m 1 OUTSWING THRESHOLD H U)' FINGERJOINTED PINE 6 AFCO A 496 O/S BUMPER SILL WITH PINE SUBSTRATE AFCO A297 CU 0= J 4x4x12 GA.STEEL �&DD-233-0 OUTSWING ADAPTOR BASE 11 (—�1 1/2' J 2 SCALE:3"=T-0' SCALE:3"=V-0" 6063-T5 ALUMINUM/COMPOSITE PLASTIC Z O c) 3 SCALE:6°=1'-0" SCALE:6"=l'-O" 35 MULL POST W LLL Cm LAMINATED VENEER LUMBER(LVL) Z LU 2 co SCALE:6"=1'-0° W Q F-co 4 _7 Q = 1B"-IV—h1 3/8, 1 11116" _ c� Q A - B LSI I2 Lo ' L 1 3/8" 7 T—�� /8" I—� W N J 2 5^ w �I 1 I I_1.8" -1 M Y:. n � L - � --'i- f � 11/16' 2 " STILES AND RAILS 1 1�8' T A B 1 16 TOP RAIL 17 BO OM RAIL COMPRESSION --- _ 518"- __ - - - _- --- _- _ -- 18 HI GE STILE __ _ _ 25G i� LATCH SIDE STILE m_ _ 10 WEATHERSTRIP SEC- A-A SECTION B-B LAMINATED VENEER SCALE:3°=1'-0" LAMINATED VENEER LUMBER(LVL) 00 LOXSEAL 650 LUMBER(LVL) SCALE:3"=l'-O' p VINYL (13 ASTRAGAL(GLOBAL) w J SCALE:6"=1'-0" 6063-T6 ALUMINUM �1WATA STRIKE&DEADBOLT SCALE:3°=1'-0" Ir 0 w SC LE:3"=1'-0" 6063 T6 ALUMINUM SCALE:3"=1'-0" < 0 w� F. m F—/%3/%1/%e%"—//I "•� i.. �L� p zpoz 30NOTE: a 1 " I07/8" � GTi i 0 --i--i I O U pm 13/4"1- ~ T- 39 ASTRAGAL BOLT LL F N N 1°I- \DOOR BOTTOM SWEEP ORNER PADS MATERIAL:COLD ROLLED STEEL ~ m p < LOCK BLOCK VINYL 33 LASTIC ZINC&YELLOW CHROMATE �I 0. SCALE:3"=1'-0" °o FINGU ERJOINTED PINE 21 OD LIP-LITE FRAME SCALE:3"=1'-O' SCALE:3"=1'-0" �a (9 a SCALE:3°=1'-0" POLYPROPYLENE(NOA:10-1209.01) 3, SCALE:3"=V-0' © g o y ! 3/4" T_ N 0 3 m w Z 8' Lu �-27/8' L 2 �°z�w� ¢ J m 3/4"�{ f' 1 9132" N )- 4 518" rz w ¢(L Z o o O O Qfl m T Uwu.C7H=00 CV f �HpZ—U —� O L ��� O¢pOHpW=�' iv 45 IVES SURFACE BOLT STRIKE PLATE a?¢00 a U Ir 1/4"MIN. STEEL IVES SURFACE BOLT SPACER L a o 11/32" SCALE:6"=1'-0" 44 PLASTIC 8^ IVES SURFACE BOLT SCALE:3"=1'-O" 40 ST E E L12 LVL DOUBLE BACK JAMB m a o p ! SCALE:3"=1'-O" LAMINATED VWVBWJLUMR(LVL) SCALE:6' L�SES F. Oii�'� p U m¢ O 3116"C-SI K. NOTE '- z 1-USE#10 WOOD INSTALLATION SCREW.W/1.50"MIN.EMBEDMENT \C+ % DATE: 8/12/08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. - N ] scnLe AS NOTED -' HERMES F-NORERO 2-USE#8 x 2 1/2"PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. o _ T> q� FLORIDA P.E.NO.73778 Dwc.er: WBD WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. �f 396 E.DANIA BEACH BLVD. cHK.er: S.FREY '�On }./OR1VP•' SUITE 338 Druwi+cNo.: JW122008 DETAIL - A ''���is`S1ONAl E�C'�0��` BPE CEIRT.OF AUTH.00 29578 SCALE: 1/4" =1'-0" q, t�� rrrrrltttlt SMEEr12 OF 14 i I . 1/27AIRGAP 1/8"TEMPERE o 1/8"TEMPERED SEE DETAIL A ❑ 237/8 1 1 18 m 0 B 16 � c� 6 2g 2� / 1 z W LL ul Cm 7 1 w m Y 5 SEE DETAIL B \ 18 3V) Y D - A A 4 4 DETAIL A I� 1 3/4"MAX GLAZING DETAIL 7== - - -- - ------ - -- - -10 - - _ _ --- --=-----_='. =--i.=_-- - - --- '---=- - =---__ - -AT HEAD-RAIL- -=-= ---Of_- - t PANEL THK.- °o 21 VERTICLE CROSS o SECTION w w w I VENTED LITEHALF 1/2"AIRGAP O w ~ 5 1/8"TEMPERE tRz 1 1/8"TEMPERED oo? w 6 4 10 p�F' n Ll G �� L C O �� J �J u 11 =om m o 3 Zwo w j OUTSIDE' FRAME VIEW sEr.TION R—R B 10 15 "�'� o VENTED HALF INSIDE FRAME VIEW OI w 0 LITE 4 1 g / 00 a 15 n C7 a 11 4 m m SECTION A-A U) 3 VENTED HALF 1/8"TEMPERE LITE 12 13 / 16 1/8"TEMPERED w m w 20 w m 14 1/27AIRGAP z Zorn / DETAIL B �o¢ILZ 18 GLAZING DETAIL w o o O_ 19 / AT MEETING RAIL O o w=rn 23 18 17 INSIDE VIEW w.CL a o a 22 24 N N o w g NOTES: � �fD o `` �S SEEO 'ET 14 FOR ITEM DESCRIPTIONS. v m¢2 i 0 ', '- DAre: 6/12/08 t l 7 =• scALE:AS NOTED *' HERMES F.NORERO DWG.Br: WBD a z FLORIDA P.E.N0.73778 1u : 398 E.DANIA BEACH BLVD. cNK.BY: S.FREY �o '• vK10P �� DRA SUITE 338 W NG ND .: DANIA BEACH,FL 33004 M122008 BPE CERT.OF AUTH.NO.29578 sNeBr13 GF 14 i — — I . i I MATERIAL LIST VENTED HALF LITE ONLY m O ( ) _ I- U) It ITEM PART NO. DESCRIPTION QYT MATERIAL Z_ O Q M 1 i 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C W L'64 00 21_ 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF. NOA 13-0219.03 CW 3j 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330,-REF NOA 13-0219.03 /C\ g Q 4; 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER M Y d - 5' 15825-000==GLASS, -3 4 x-20=19 32_x-16 =11 16" 2- _ 3 4- INSULATED_GLASS:ASSEMBLY 61 16828-000 #8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 71 12207-000 #6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8, 16809-000- - - - -= SAFTEY LOCK - - _ _ 2- NYLON 6/6 _ - o 9; 16829-000 #4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL o 16 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL ul ce w F 1'1 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C o W� F J 12 16806-000 RIGHT LATCH 1 NYLON 6 0 3 > w 13 16807-000 LEFT LATCH 1 NYLON 6 c? F n 14 16837-000 Q-LON SEAL 3 SIDE LOWER SASH 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL g o J ( ) moo ;:I w 1 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03C =❑°° m ❑'o to O w J 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C z wow J IL f N Q O m 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING v In o z O W o 1 DOW 1199 AR ' SILICONE SEALANT o it 13 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING a c9 a J O m 2:0 16838-000 4.12 O.D. SPRING 2 STAINLESS 302 AND 304 (n 0 0 3 m j 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330,.REF NOA 13-0219.03 C w z 2,'2 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE Lu j z w w uj 3 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS Z -z o a Lu �❑ 2�4 10046-000 SPLINE 6.1' PVC c~i ca.o IIyy�� a z OFOZ JUU, N OQw_ LLl=— 000E-O > a� o�ao� N O N N `O O w .4 C Q N pp l�f0❑ ❑ O m a Z '•�e QO DATE: 8112108 ' SCALE:AS NOTED O./.... HERMES 7k. owo.-r WBD E -FLORIDA ' ? `�'` P.F.E. NO.737 b T�T398 E.DANIA BEACH BLVD. CNK.By: S.FREY ' p SUITE 338 DRAWING?SOP•' ."..... C9���� DANIA BEACH,FL 00 334 s`S�ONALE�`O FBPE CERT.OF AUTH.NO.29578 JW12722008 11111111111`` SHEE714 OF 14 i i I I ' I 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorizatiori:29578 954.744.4738 FX contact@buildingdrops.com O,f JELD-WEN, inc: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-0x6-8 Dutswing Door System for Florida Product Approval Repo r t No. 3320 Current Florida Building Code i, Method: 1 A (Certification) Category: Exterior Doors Sub,'— Category: Swinging Exterior Door Assemblies 11 Product: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-0x6-8 Outswing Door System Material: Steel/Wood Product Dimensions: 148-I/2"X 80-7/8"(Maximum) Prepared For: .i 3717 -: i t 11 sir ItUaI ath IFY11s, OR. 97601 �riii►r������ Prepared by: :'��� . 0 ; Hermes rP = 7 ' Fl orida Professional Engineer#73778 -D T T -- --Date- 1111/-20-14 ���; OP'.• w�`� O . • Contents: s •......••. �G\=�� Evaluation Report. Pages 1—4 �i/ONi Digitally signed by Hermes F.Norero,P.E. - Reason:I am approving this document Hermes F. Norero, P.E. Date:2015.01.0714:36:12-05'00' Florida No.73778 BUILDING DROPS g A Perfect Solution in Every Drop Date: 11/I1j2014 Certificate of Authorization:29578 Report NO: 3320 ' I Manufacturer: JELD-WEN,inc. Product Category: Exterior, Doors Product Sub-Category:, Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door,Wood Edge Glazed 12-0x6-8 Outswing Door System 148-1/2r'X 80-7/8"(Mah imum) Scope: This is a Plroducf Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for JELD-WEN,inc. based on!Method 1a of!the State of Florida Product Approval, Florida Department of Business and Professional Regulation!'-Florida Building Commission. Hermes F!' Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation,Instructions JW122008,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters: L j Limits of Use: " 1. This product has been evaluated and is in compliance with the current Florida Building Code; including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchor's shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. . 5, Site conditions that deviate from the details of drawing JW122008 require further engineering analysis by a licensed engineer or registered architect. 6. See InstallationInstructions JW122008 for size and design pressure limitations. 1' Hermes F. Norero, P.E. Florida No..73778 . I Page 2 of 4 I i i BUILDING DROPS i A Perfect Solution in Every Drop Date: 11/11/2014 Report No: 3320 Certificate of Authorization-;29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute, Inc. (FBC Organization#QUA1789). . Performance Standards: The product described herein has been tested per: 10 TAS 202-94 * ASTM E 331-00 ASTM E 330-02 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, inc. (FBC Organization#TST1589) Report#: NCTL-210-3558-1, Report Date: 10/07/2008 Report#: NCTL-2.10-3558-1A, Report Date: 10/21/2008 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) �3. Material Testing for'Dylite'EPS Core performed by Intertek ETL Semko: 'ASTM E 84-05 Report#: 3113726SAT-001 Date: 02/05/07 4. ,Component Approval: HP Polypropylene by ODL,Inc. Miami-Dade NOA: 13-0219.03, Exp. Date:01/17/16 Equivalence of Test Standard(s):, I' The following test'standards have been evaluated for differences in test methodology, if any, between the edition(s)'of the test standard(s),Listed below and those edition(s)referenced in the current Florida Building Code.The manufacturer,has tested their products to the following test standard edition(s): I 1) ASTM E84-05 � Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes,have been made to the test standards that would affect the results.All referenced - standards have been fount!-to-be equivalent;All--materiais-test-results-meet minimum requirements-of-the— ----_- current FBC, including HVHZ provisions. Hermes.F. Norero, P.E. Florida No.73778 Page 3 of 4 I BUILDING DROPS Date: 11/11/2014 A Perfect Solution in,Every Drop CCl= Certificate of Authorization:.29578 Report No: 3320 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: As For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to-achieve a minimum embedment-of 1.50"-into the wood substrate. B.,'. For;concrete,or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. I I ! Refer to Installation Instructions(JW122008)for anchor spacing and more details of the installation requirements. Design Pressure: i Design Pressure (Without Surface Bolts With Surface Bolts Outswing Positive 45 PSF* Positive 55 PSF* Negative 45 PSF Negative 55 PSF 1. Product has been rated for Water infiltration up to a design pressure of+30 PSF. If authority;having jurisdiction requires that product meets this requirement at higher pressures, product shall be used when installed at location protected by overhang such that overhang(OH)ratio=OH length/6H height is 1.0. I' I i i I Hermes F. Norero, P.E. C Florida No.73778 Page 4 of 4 I I