Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL - SWINGING EXTERIOR DOORBCIS Home i Log In i User Registration Hot Teplcs i Submit Surcharge i Stats & Facts I Site M 3 r9 Publications Contact Us BC[S Site Map I Unks Search .ems' Product Approval 5 USER: Public User Product Approval t lM > Product or Aoallcatlo6h SeI ,•h > AoollcatIon List > Application Detail �/1 N/:® FL # `// FL14569-R' •`9 �/ Application Type Revision �� Code Version 2017 Lucie.C©Unt Application Status Approved Y *Approved by DBPR. Approvals by DBPR shall be, reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method i Cert1fication.Agency Validated By Referenced Standard and Year (of Standardj Equivalence of Product Standards Certified By Product Approval Method Date Submitted Ej JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification. Mark or Listing . National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Florida Licensed Professional Engineer or Architect 1`1-14569 R9 Fnuiv ASTM F84 Enuivale ILcLetter SS 2017-08-31ndf Method 1 Option A 10/02/2017 I Date Validated 10/03/2017 Date. Pending FBC Approval Date Approved 10/11/2017 Summary of Prn�lurFc FL # Model, Number or Name Description III 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate Approved'.for use outside HVHZ: Yes -Resistant: ELL4569 R9 I 62 -R7 Ce i i at d! Quality Assurance Contract Expiration Date Impact Yes Design Pressure: +60/-60 09/30/2019 Other: Product"must be installed' per manufacturer Installation instructions Install 9 R4 II iwntions inst'Iatiori nrif instructions.as stated on drawing 3W0509 03 . , Verified 3y: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FLI4 69 R2 A PEP3392 Created by Independent Third Party: Yes 14569.2 Contours Steel, Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8" II Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate Approved for use outside HVHZ: Yes Impact Resistant: Yes FJ�4569 R9 • A N1006255 07-113 CertificarA F Quality Assurance Contract Expiration Date Design Pressure: +60/-65 Other: 06/30/2019 Installation Instructions FL14569 R9 IT IM5!29 04 In tallation odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER33 3 ndr Created by Independent Third Party: Yes I 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing; 6'-0" x 8'-01, III Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate rtIfic Approved for use outside HVHZ: Yes Impact Resistant: Yes FL14569 R9 G CAC NI RS Certificate odf Quality Assurance Contract Expiration Date Design Pressure: +50/-50 Other: 09/30/2019 Installation Instructions FL14569 R9 it 1W0509 O1 SS 7015 07 07 pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AF EER3391 ndf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing,.w/ or w/o Impact &.Non - Impact Rated Glazed Sidelites; 12'-01, x 6'-8" Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate Approved for use outside HVHZ: Yes Impact Resistant: Yes F�14569 R9 _CAC NZO> 10r;2 n p11n67 ni Cart 6a edr Quality , Assurance Contract Expiration Date Design Pressure: N/A Other: 04/3 020 Installation Instructions F1.14569 R9 TI 3M2?012FL Installgdon.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9_AE PER3321.odf Created,by.Independent Third Party! Yes ni 14569.5 TCon7toursteel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact 8� Non - Impact Rated Glazed Sidelites,, 8'-4" x 8'-0" Limits of Use Approved for use ln.HVHZ:,Yes Certification Agency Certificate Approved for use outside HVHZ: Yes Impact Resistant, Yes FL]4569 R9, C CAC NI011067-R7 C rEificat [L Quality Assurance Contr_ act' Expiration Date Design Pressure: +45/-45 Other: 04/30/2020 Installation Instructions. FL14569 R2 II JW072012FL Installation pdf Verified By: Hermes,Norero 73778 Created by Independent Third Party: Yes Evaluation Reports ' FL14569 R9 AE PER3327 ndf Created by Independent Third Party: Yes Opaque Door, 0utswing, wj or w/o Sidelite, W-11" x 6'-8" 1456%6 Contours Steel, Wood Edge Limits ofUse Approved for use HVHZ: Yes Certification Agency Certificate Approved for use outside HVHZ: Yes FL14569, R9 C AC NIO> I082-R r r rtin t of Quality, Assurance Contract Expiration Date Impact Reslstair s Design Pressun., Other: 14569.7 Contours Steel, Wood Edge Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 08/31/2019 Installation Ihjtt-vctions a14569 R9 II S-7ln4Installation off Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports Pa14569 R9 AE PER3398 ndf Created by Independent Third Party: Yes Opaque Door, Otitswing, w/ or w/out Sidelites, 8'-11" x 8'-0" Certification Agency Certificate FL14569 R9 C CAC NI01109 Rl NI011096 01 Ri "iicate.ndF Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions ¢L14569 RQ Ir S-2108-01.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE P R3822 ndf Created by Independent Third Party: Yes Oock Next Contact Us :: 2601 Blair Stone Road Tallahassee 32399 phonePhone: 05_ p=487_1R74497-1924 The State of Florida is an AA/EEO employer. Convriaht 2007- ot3 State of Florida :: Privaw5tatement :; Accessibility Statement :: Re(und Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which ran be made available to the public. To determine If you are a licensee tinder Chapter 455, F.S., please click hem . Product Approval Accepts: WAI 0W 1 � -_ Credit Safe ]ELD-WEN DOOR INSTALLATION DETAILS CONTOURS STEEL DOOR, WOOD EDGE 24 GA. OPAQUE DOOR & GLAZED SIDELITES UP TO 12'-0" X 6'-S" OUTSWING/INSWING GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE O.R.C.) AND THE CURRENT FLORIDA BUILDING CODES(FBC). -PRODUCT HAS BEEN TESTED TO TAS 201.94. TAS 202=94 AND TAS 203-94. PRODUCT ALSO MEETS 'HIGH VELOCITY HURRICANE ZONE' (HVHZ) REQUIREMENTS. . 2.1X AND 2X WOOD BUCKS.BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK. MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER 3. PRODU.CTANCHOR TYPESAND SPACINGARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,. REFER TO JELD-WEN DOCUMENT #J11106 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.CO/A/PRODUCTSUPPORTIDOCUMENTSONSTALLAT)ON-INSTRUCTIONS UFLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON -IMPACT GLASS SIDELITES. 6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, 371/2- MAX. �- SHEET 1. ..A—.- 7. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16' DEEP. EXAMPLE: 3/16'--I +- 8. COREDESIGN.• FXPANeD POLYSTYRENE WITH 1.0 TO 125 LBS DENSITY. BYJELD-WEN INC. 9. FACESHEETS: 24 GA (0,021-MIN) THICKNESS. GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD STRENGTH FY(AVE)=40300;PSL IMPACTLITE NON -IMPACT LITE SEE SHT. #2 SEE SHT. #2 371/2- MAX. O.A. FRAME. �A= Ifl[ mm�llti.f z ux_ 3 r rr1lp. ; I#1�,II''ID � / ACTIVE t LATE OPAQUE FULLI 3 0 X 6.8 ELEVATION SINGLE (X) & (0) 6-0 X 6-8 ELEVATION DOUBLE (OX) 12-0 X 6-0 ELEVATION DOUBLE DOOR W/ FULL 3.0 SIDELITES (OXXO) TSTEMS: 0, X. 00, XOor OX, OXO, 000, OXX WXXO, OXXO.000 WI BOXED SIDEUTESQUALIRES:OPAQUE ACTIVE PANELS AND IMPACT/NON-IMPACT GLASS SIDELITES -30- 0 8TALL SYSTEMS: ftm (XX)(XXO)(OXXO) (X) (OXO)IVE + 60 + 65IVE -60IVE - fS + 60 a Ac COMPONENT LIST ITEM DESCRIPTION MATERIAL OTY. 1 NON -COMPRESSION SHIM 10.25" MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 Ix WOOD SUB'BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W/ 1 1/2-MIN: EMBEDMENT STEEL AS REQ. S 3/16' ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBEDMENT STEEL AS REQ. 6 #10 X 2- PHILLIPS FLATHEAD WSCREW STEEL 3OOD OR 6 7 #8 X T PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 99 X 1- PHILLIPS FLATHEAD W00D SCREW STEEL 121 OR 28 9 1' OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINU 1 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1' OVERALL PLASTIC FRAME.NON-IMPACT GLAZING IG BY OD X 1 1I2' PHILIPS FLATHEAD WOOD SCREW PVC 1 13 1118 STEEL 1AS REQ. I OVERHANG LENGTH I �C NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING 7 JURISDICTION REQUIRES THAT PRODUCT MEETS { THIS REQUIREMENT, PRODUCT SHALL BE USED I WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG _ (OH) RATIO = OH LENGTH : OH HEIGHT IS z 1.0 r I = OVERHANG RATIO o w x a 0 g o E75' MAX. FRAME ---I I 1121/2' MAX. FRAME 1-74- MAX. FRAME 6-0 X 6-8 ELEVATION DOUBLE (XO) ' rl GI (..l1 Lj 011 j� 9-0 X 6.8 ELEVATION TRIPLE (OXO) L7n 01.I.M n .: AGj11� ' \ ./ INACTIVE Digitally signed by Hermes F. Norero, P, Reason: I am approving this document Date: 2015,01.0715:24:33-05-00' (XX) WFW to 0=IZ l7 W _ Z ov)z 0WO Ce5Z Z °Oros P- Cl w ° a CZ,Ul C I_ 0 to W X �u tn0o 0 a: 2, Z O 0 ` E ZO2 9 0a o L9 v N x: 1/20/2012 irmcu--G.LUBSECKE i 3W032012FL �aa 1 OF 7 IWAA. 4 UNI I J EXAMPLE: OXXO, OXO, OX 6- #8 X 2" APPLY DAP ALEX PLUS SILICONE PFH SCREW AT OR EQUIV. BETWEEN EACH MULLION TYP. JAMBS BEFORE MULLING 13 I t--20114" MAX. D.L.O. f !( } ---- I62 B2 FIXED ACTIVE O d n: O \\ da �!� 8[A Q m O^1 N 0 N i O O Nm C 9 a0 ODL IMPACT (ALLEN) FULL LITE ODL LIP-LITE NON -IMPACT c 99 3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN. n E a; s mxaLL. ODL REDISEAL 5�' MIN. 1 7!8' GLASS BITE INTERIOR 118' TEMPERED FOAM GASKET INTERIOR 9 1P SIDE GLASS W F O 1/B• TEMPERED GLASS SIDE 1 ' y1 W p pzO+ } 1—1----1 FA.z y, 1'MAX. 1'3w 1314• I•IaAL W Z z ) 'i��1 d � 0.509' AIR SPACE 3/4• AIRSPACE o a (2) 1!8' ANNGEALES--1/2" MIN. GLASS O Ir O z ODL REDISEAL BITE J O' FOAM GASKET 1 3/8• W O 00 u� 0.090 PVB Cl1D SPACER co W 'X INTERLAYER DETAIL B2 DETAIL C2 !A C3 BYSOLLITIA ODL IMPACT GLAZING DETAIL ODL NON -IMPACT GLAZING DETAIL p a N z MAX. D.L.O: 20 1/2" X 62112" MAX. D.L.O: 63" z O I- 3 % S F. O,'l�i�i S N 1/20/2012 TAIL A2--- ---- ---- (12) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT S. wnmer, ru< 1W0320J arch 2 o 1" MIN. --I— 1" MIN. 4 1 2 1• MIN. `�'�� 1" MIN. — 4 1 112" MIN. - — - -%0 1 1/2' MIN. -- - -2 EMB. Eh1B. 1/4" MAX. 1/8" 1/4' MAX. SHIM SHIM SEE NOTE #7 INTERIOR EXTERIOR SEE NOTE 97 INTERIOR EXTERIOR ON SHEET 1 ON SHEET 1 OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB 11?RUN. 1MMAX. ' ERIBEO. I_ SHIM SEE NOTE #7 ON SHEET 1 I 1 INTERIOR 1•. MIN. STATTOMAR'UN►T EXTERIOR HORIZONTAL CROSS SEC7fON OUTSWING SHOWN [DI'MIN. l 1"MIN. \� T 4 I A MAX 1112' MIN. SHIM EMBED. OUTS WING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION HINGE DETAIL11 3 REQ'D 1 2 6 3 EXTERIOR 4 1 2 INTERIOR SEE NOTE #7 J �1• MIN. ON SHEET 1 �T 1/4• MAX. I SHIM 1 1/2" MIN. EMBED. OUTSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION OUTSWING OPERATING UNIT VERTICAL CROSS SECTION SILL NOTES: FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1K BUCK CONCRETEWASONRY OPENINGS, SEE SHEET 4 i0 M y O 2t outer rL>DPTIONALLY,gNCHOR CAN BE PLACED IN NARROW SECTION A m X N � OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS 7 ACHIEVED, a p o amo v�i a ITEM NG, MID X 2") ONE SCREW TO BE INSTALLED IN EACH pie u_ m v N V• HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. 00 -E z rn ? x �AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR M Y a LL MAXIMUM SUPPORT. E~Z 99 C w p - y orn Z O W 0 Z ti 0�aj z O"0� x°o 0-p o z 3: w o J co •�-, FOR oar GZ¢a. ����` F. O"o� O j S o.'.\G....�P�,�' o- �S n 1/20/2012 7 O - -kL-NONE *q,• * 0:.tim:GXUBBECKE 7� Ej o:ar: S.SAFFELL 398J�{¢BE>A��3 30 warren ra: Della �l►ae,kt �3a04 3W032012FL %FBPE CE f!loff it . 0.29578 sin 3 OF 7 MIN. - 1'MIN.CONCRETE! 1'MIN. -- 1'A11N, --- 1'MIN. -- CANONRYI"t"I BY OTHERS TYP. MIN. 1ll4'V MIN. MIN. F11' A1N. — FI-MIN. MIN INTERIOR EXTERIOR EMB, 1' MIN. EMBED 5 1/4• MIN. - ` - n EMBED 5 3 "' $ • / �/ � 2 - ' l••' ' ,. y CONCRETE/ 3 CONCRETE!•'�••._ MASONRY BY OTHERS rO EMBED _ �{ 1 1 •... • ;.:•..: .. • .' _ . ,•. `.. ONRY MAS MIN. \ J BY OTHERS % 1@' MAX MAX EXTERIOR MAX.. // OUiSWING OPERATING UNIT SHIM SHIM SHIM EXTERIOR VERi1CAL CROSS SECTION 1 SHE ON SET 1 J1NTERIOR SILL SEE NOTE97 OUTSWING OPERATING UNIT SEE NOTE INTERIOR SEE SHEET ON SHEET 1 VERTICAL CROSS SECTION -- ON SHEET 1 SEE NOTE 97 OPTIONAL I" SUCK ON SHEET 1 INTERIOR EXTERIOR OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT CONCRETFJ -• \ MASONRY 3 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION \, �\ BY OTHERS HEAD JAMB HEAD JAMB 1 il4' MIN. N\\�� ��• EMBED • 8 4X 4 •._a.y 5 8 3X ' , 1' h11N. _ .o �— 1' MIN 1' MIN C .0 \ \\ z HINGE DETAI I OUTSWING STATIONARY UNIT • o O VERTICAL.CROSSSECTION y e ^ °D 3 REO'D I BOXED SIDELITE SILL 1' MIN. • ; ��\ 1-MIN. I 41 \ ON SHEET X p E o x e 114' MAX. m . a ti 2 2 6 / SHiht 1 114' . 1 27 MIN. EMBED w O I OUTSWING OPERATING UNIT O Z HOR120EXTERroR 1 114' MIN. NTAL CROSS.SECTION w pEBED OPTIONAL1"BUCK o w z 1' N. I \ / I I 00 O I w 1' MIN. " N I'MIN.. \ 1' MIN. • v 5 2 1 tY Z INTERIOR % O ab 7 = ` , \ ' 1 1 •// .• 'a' I 1'MIN. �_ w O O zd z //LU o I 1' MIN. ��\ J '/// 1' MIN. ! p \' to w X EE NOTE ill /. I .'\ O O i'MIN. 1 ON SHEET 5 1'MIN• a- \ SEENOTE#7 ' ° • \ ON SHEET 1 O (L a.U, 1 1/4' A1NC. �\ 1- O O Z I 114' MAX, 5 SHIM I' MIN. �� Z F �C 1 114" MIN. III------ SHIM —I. 1 114' LAIN: 1' MIN. \ �yA\\ 7j/� 0 � O. a EM118ED. EMBED. ,� \\ �\ �rGS F. O�p 7i� v O g O OUTSWING HINGE JAMBATFRAME "./"y/'� �� [V OUTSWING LATCH JAMB AT FRAME ` IG 7� wee 1/20/2012 .HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION a6 I-114' MAX '�;'r NOTES: �' SHIM � ] � O � —E.-NONE OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAF48 AS LONG AS MINIMUM _-CONCRETFJh1ASONRY— ` e - 4 - ----- -C_- — -* °�' E.- G.LUBBECKE Eh18EDMENTISAC_HIEVED.- __-- -- - BY OTHERS 111YM111N. y EMBED YiEA •,,p,, EiiZ7 oM.ure S.SAFFELL ITEM tJB, (k10 X 2') ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SRE , CLOSEST TO WEATHERSTRIP, OPTIONAL ON OFHE DJAAfB OR INSTALL 398 Dc/{�IpA;�'@E1�g}'(�� 338 �AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEADJAAIB OR SIDE JAA18 D/iNl/� �i, 04 JW032012FL FBpE CE(�f!hDglgUiFFl: N0.29578 l" MIN. I----j-- 1' MIN. 1 112" MIN. EMB. 1/4" MAX. SHIM SEE NOTE #7 EXTERIOR ON SHEET 1 IN HEAD JAMB vrrwr. SHN SEE NOTE #7 �� ON SHEET 1 1 %� EXTERIOR INTERIOR STATIONARY UNR' HORIZONTAL CROSS SECTION INSWING SHOWN :>l' MIN. 1" MIN. 1 I\\ I 1/4" MAX 1 1/2` MIN. SHIM EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION MIN:_ 1117MIN. ^ EMS. �_ �%j 114" MAX. SHIM INTERIOR SEE NOTE #7 EXTEPoOR INTI ON SHEET 1 JNIT INSWING STATTOIJARY UNIT iION VERTICAL CROSS SECTION HEAD JAMB 1 MIC \I!.�� 1' MIN 1` MIN INSWING OPERATING UNIT VERTICAL CROSS SECTION SILL EXTERIOR �� I 1' MIN. SEE NOTE 47 ON SHEET 1 I 1/4' MAX. I SHIM -- 1 1/2" MIN. EMBED. INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION SEE NOTE #7 ON SHEET 1 �^ EXTERIOR INTERIOR "172°'MIN. EMBED. INSWING STATIONARY UNIT VERTICAL CROSS SECTION BOXED SIDELITE SILL NOTES: [DFOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR �M 1X BUCK CONCRETEWASONRY OPENINGS, SEE SHEET 6 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION C m o m N OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS cr t+ cc d ACHIEVED. • ■ O O m w y y m ITEM #6, (#10 X 2-) ONE SCREW TO BE INSTALLED IN EACH Ik ii H HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. k y � ATSILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR 4 ► m M a LL MAXIMUM SUPPORT. 0�z z a wow CI65 0Wz OO..6 00 0a:0. 03 O• c� FOOD rnwX j a. p ' W > 0 I- Oo F. p ���i, 4 U N 0 z • non 1/20/2012 swrNONE * * m--m G.LUBBECKE IEfT fi l� a cm: S.SAFFELL 398 'BE�1C'A > `ou oxacnwc iv. 3W032012FL D/iw1 �►at1,fL` 404 FBPE CERf!/onAIFFIN0. 29578 1' MIN. I- MIN. CONCRETE/ VMIN. I, MIN. 1- MIN. I- MIN. 1114. 1— I'MIN Cl 1"MIN. F, MASONRY By OTHERS TYP. MIN- - MIN. EMBED 1"M IN 11MIN. EXTERIOR INTERIOR EMB. I MIN. — 5 b 3 EMBED 2 CONCRETE! 3 CONCRETE/ MASONRY 1 114' MIN. MASONRY BYOTHERS EMBED Y OTHERS 1/4' 1/4' V IIN I'MIN- MAX INTERIOR MAX INTERIOR SHIM INSWING OPERATING UNIT SHIM SHIM EXTERIOR VERTICAL CROSS SECTION EXTERIOR SEE NOTE 97 EXTERIOR SEE NOTE #7 INTERIOR SILL SEE NOTE #7 ON SHEET 1 INSWING OPERATING UNIT ON SHEET I ON SHEET I SEE NOTE #7 EXTERIOR INTERIOR VERTICAL CROSS SECTION ON SHEET I OPTIONAL 1" BUCK INSWING OPERATING UNIT INSWING ARY UNIT VERTICAL CROSS SECTION N CONCRETE/Y MASONRY 3 1 VERTICAL CROSS SECTION HEAD JAMB BYOTHERS HEAD JAMB 1 114* MIN EMBED 5 INTERIOR 8 4X•5 1' MIN. I 8 3X . I'MIN I- MIN 10 MIN f. > LNSM ING STATIONARY UNIT EXTERIOR 0 M HINGE DETAI C VER A TION ECROSS.EC 0 0 3 REQ'D BOXED SIOELIrE SILL SEE ITEM 97 1"MIN. ON SHEET 1 ?E 2 2 6• 114"MAX. SHIM 2 7 MIN. EMBED INSWING OPERATING UNIT HORIZONTAL w Ul 1.- (9 (D M z INTERIOR 1114'MIN CROSS SECTION OPTIONAL 1" SUCK a w W C, ul 5 - ui 1"MIN. EMBED Fn'z A 11'6IN. N. 2 1 oo f5 ce Z EXTERIOR 1"MIN. 0 cc 0 8 I"MIN, 0 LU EQ 0 Z a < 1' MIN. Z U :" . 1"MIN. UJ -, wx C) Z5 SEE NOTE 7 I"MIN. ul 1. MIN. ONSHE 1 SEE NOTE #7 ON SHEET I Ir a > 1/4'MAX 5 1' MIN. 0 0 0 I I 1/4' MIN. 1/4" 1 HIM SHIM I 1/4' MIN. 1"MIN. Z '�e �- 0 a. z 9 EMBED.' EMBED. F. 0 1�1 o Z INSWING HINGE JANgATFRAP.f H JAM HORrZONIArCW INSWING LATC•H SS AT FRAME SECTION HORIZONTAL CROSS SECTION 114'MAX. -.0 OATE.- 1/20/2012 NOTES: SHIM 7 SOMNONE �QPTIONALLY7ANCHOR CAN -BE -PLACED IN NARROW SECTION-(5rH—EAD OR JAMB AS LONG AS MINIMUM CON By: G.LUBBECKE EMBEDMENT IS ACHIEVED. BY OTHERS EMBED 77�0Eh ,aicm S.SAFFELL Fj>TEM #6, (#10 X 2-) ONE SCREW TO BE INSTALLED IN EACH HINGE AT -JOB SITE, CLOSEST TO WEATHERSTRIP. M.: OPTIONAL MASONRY/CONCRETE If1STACL [E>ATSILL, PLACE ANCHOR IN ILL BASE MATERIAL FOR MAXIMUM SUPPORT. CF 398 73 338 04 3W032012FL EH -10RAW 1". 0. 29578 UIEU 6 - 7 NOTE: O 2 3 4 5 Z SHIM FOR SUPORT AT OR EA H A CHORIS REQUIRED EAR 149" MAX. O.A. FRAME 3" TYP. C7 C7 3" TYP.-I in d I\ r—� i f-- I a 1 I i I r q 17 I 8� i T i i O ' I ". li I II D7 I D7 f } 12-0 X 6-8 OUTSWING/INSWING (50) ANCHOR LOCATIONS _ MAX. O.A. FRAME I�-3" TYP. C? 3" TYP. -+ _ 37 112" MAX. O.A. FRAME -� Ir-3^ TYP. °- a:74" � 0 C7 I I C7 I �C7 .. �I i _.• . T I 1 --1 1 g �Z Oc I I a LL X ! X I , �� E m f IL 'n �I I u co .._. ._ I D7 u7 (4D Os 6-0 X 6-8 OUTSWING/INSWING 3-0 X 6-8 OUTSWING/INSWING (30) ANCHOR LOCATIONS (18) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 6P. TYP. (FROM EDGE OF FRAME) 75" MAX FRAME " a rq,, I-�3-TYR — 3" P. 112 1/2" MAX FRAME 3��CL a I— —TY" TYP.--I CL U z� I a jI7 ml PANEL EER LL O I! A1I 0II - (q a-u x 6-a UU I SWING/INSWII (38) ANCHOR LOCATIONS (FROM EDGE OF FRAM Imo--3" TYP. 3„ TYP.—I N } O 'z JA �9 PANELICENTER 4 5 X ) DETAILA7.- O /t" (8) ANCHOR LOCATIONS AT MULL R10 � a co f I 6-0 X 6-8 OUTSWING/INSWING (28) ANCHOR LOCATIONS (FROM EDGE OF FRAMEI _ - E) _ 2- #8 X 3" PFH 2- #S X 3" PFH SCREW FROM SCREW FROM - ASTRAGAL KIT ASTRAGAL KIT -y --- �1- BOTTOM ASTRAGAL r.) --z� STRIKE PLATE TOP ASTRAGAL STRIKE PLATE 1- BOTTOM SHOOT -� DETAIL C7-C7 DETAIL 07-D7 BOLT INSERT PLUG DETAIL D7-D7 OUTWING OR INSWING OUTWING ONLY INSWING ONLY I 6. 4, -!' - 4 5) DETAIL B7 (10) ANCHOR LOCATIONS ATASTRAGAL ~z 9 0 N in c� 0WZ o 0 in Coo clop Z F00io rnwx 0 Roo 5 z 0CL y omit 1/20/2012 m+sM GILIBBECKE -": S.SAFFELL 3W032012FL atn 7 eF 7