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HomeMy WebLinkAboutProduct Approval, Ext Doors { l�' {Y '.i'�. t , r Y� {� -• 11,==r-,,,,,,,---.,17• bs` i1..",-",%47V-,,,,,i, `` Sit ,r`¢�..A !' Y , • .t l.{ .}�"<.., .'`+ `1�,, �1'mA 1' 4A'" t°t 4 � ,,, m€. ,,`.,$'o Po '3. a....,.a.. i yg --::' gz+'c 9 Esc.s^, '' '� '�"C M s ,F� ��yy ��YY L.,:..............—.:—...' .s....._.�:....w .y .,....,,�« x-r% v..w�.�`u J> .ice r a:'-;t:.` a «...,..;,m..t-ria BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts } Publications Contact Us ! BCIS Site Map (Links Search I d sr dProductApproval k,j„,,^r USER:Public User i ' ~„ i Product Approval Menu>Product or Application Search>Application List>Application Detail i FL16674-R10' 4 FL#s + 4• xW Application Type Revision { I Code Version 2017 ° ` - Application Status Approved " *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by {I the POC and/or the Commission if necessary. C � Comments Archived 0 1 t Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd q Klamath Falls, OR 97601 : (800) 535-3936 fbcl@jeld-wen.com • t, 1 Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com I. :# Technical Representative JELD-WEN Corporate Customer Service E Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 ustomerservicea ents 'eld wens m I [ . " ,-, '' ,,, c 9 @J o ! Quality Assurance Representative 1 i Address/Phone/Email i " Category Exterior Doors w Subcategory Swinging Exterior Door Assemblies i i 1a qi Iri Compliance Method I p Certification Mark or Listing ar, . Certification Agency National Accreditation&Management Institute Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard)Sta da d ) Standard Year AAMA 1304 2002 t ASTM E1886 2005 ASTM E1996 2006 _ II ASTM E283 2004 f ASTM E330 2002 s TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/07/2018 Date Validated 12/10/2018 Date Pending FBC Approval Date Approved 12/16/2018 Summary of Products FL# Model, Number or Name Description 16674.1 A Design Pro/Smooth Pro/Studio Single (X) Impact Opaque Fiberglass Door, 3'-0" x 6-8" and Fiberglass 3'-0"x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R10 C CAC NI011919.01-R7.odf Approved for use outside HVHZ:Yes FL16674 R10 C CAC NI011919-R7.odf 1 Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R10 II A010851A SS 2014-09-26,Ddf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R10 AE PER2750 SS 2014-09-26.odf Created by Independent Third Party: Yes 16674.2 B Design Pro/Smooth Pro Fiberglass Single (X) Impact Glazed Fiberglass Door, 3' -0" x 6'-8"and 3'-0"x 8'-0",Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R10 C CAC NI011918,01-R8.odf Approved for use outside HVHZ:Yes FL16674 R10 C CAC N1011918-R8.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions $ FL16674 R10 II A010852A SS 2014-09-26.Udfl ' Verified By: Hermes F. Norero, P.E. 73778 :I Created by Independent Third Party: Yes Evaluation Reports Fl 16674 R10 AE PER7751 SS 7014-09-26.odf Created by Independent Third Party: Yes 16674.3 C Design Pro/Smooth Pro/Studio Double (XX) Impact Opaque Fiberglass Door, 6'-0" x 6'-8"and Fiberglass 6'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R10 C CAC NI011916.01-R7.pdf Approved for use outside HVHZ:Yes FL16674 R10 C CAC NI011916-R7.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 ' Other: Installation Instructions FL16674 R10 II A010853A SS 2014-09-26.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R10 AE PER2752 SS 201.4-09-26.odf Created by Independent Third Party: Yes t ° 16674.4 D Design Pro/Smooth Pro Fiberglass Double (XX) Impact Glazed Fiberglass Door, 6'-0'x 6'-8" and 6'-0"x 8'-0", Inswing and Outswing I _ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R10 C CAC NI011917.01-R7.pdf 9 j Approved for use outside HVHZ:Yes FL16674 R10 C CAC NI011917-R8.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R10 II A010854A SS 2014-09-26.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports F,.-, --1 ; FL16674 R10 AE PER2753 SS 2014-09-26.Ddf i ( : I Created by Independent Third Party: Yes 16674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/ O,X,O) Impact Opaque Fiberglass Fiberglass Door, 9'-0" x 6'-8"and 9'-0" x 8'-0", Inswing and 1 Outswing ; Limits of Use ; Certification Agency Certificate ( Approved for use in HVHZ: No FL16674 R10 C CAC NI011922.01-R8.odf Approved for use outside HVHZ: Yes FL16674 R10 C CAC NI011922-R8.pdf '.a Impact Resistant:Yes Quality Assurance Contract Expiration Date j Design Pressure: N/A 03/30/2026 a Other: Installation Instructions � ' FL16674 R10 II A010855A SS 2014-09-26.pdf C • Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes ,, Evaluation Reports ( FL16674 R10 AE PER2754 SS 2014-09-26.Ddf f Created by Independent Third Party: Yes i r !16674.6 F Design Pro/Smooth Pro-Fiberglass Single with side lite(s) (X,O/O,X/O,X,O) Impact;Glazed Fiberglass Door, 9'-0" x 6'-8" and 9'-0"x 8'-0", I(swing and Outswing ; • ��' ;Limits of Use . Certification Agency Certificate Approved for use in HVHZ: No FL16674 R10 C CAC NI011924.01-R7.pdf re Approved for use outside HVHZ:Yes FL16674 R10 C CAC N1011924-R8.pdf '� Impact Resistant:Yes FL16674 R10 C CAC NI013412-R2.udf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 03/30/2026 Installation Instructions FL 16674 R10 IT A010856A 55 7014-09-76.odf 1 Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R10 AE PER2755 SS 2014-09-26.odf Created by Independent Third Party: Yes I { 16674.7 G Design Pro/Smooth Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque ` Fiberglass Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0"! Inswing and Outswing ,,�, u' .Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R10 C CAC NI011914.01-R8.odf i - Approved for use outside HVHZ: Yes FL16674 R10 C CAC N1011914-R9.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date ' ! Design Pressure: N/A 03/30/2026 ,, Other: Installation Instructions t~` FL16674 R10 II A010857A SS 2014-09-26.Ddf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes •�, f Evaluation Reports FL16674 R10 AE PER2756 SS 2014-09-26,odf Created by Independent Third Party: Yes 3 4 16674.8 H Design Pro/Smooth Pro Fiberglass Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Glazed - Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0"I Inswing and Outswing i1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R10 C CAC NI011915.01-R7.pdf Approved for use outside HVHZ:Yes FL16674 R10 C CAC N1011915-R8,pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date. 1 Design Pressure: N/A 03/30/2026 i ' Other: Installation Instructions 1 FL16674 R10 II A010858A SS 7014-09-26.odf Verified By: Hermes F. Norero, P.E. 73778 l Created by Independent Third Party: Yes' Evaluation Reports FL16674 R10 AE PER2757 SS 2014-09-26.DdfI Created by Independent Third Party: Yes t6 Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 NOTICE OF PRODUCT CERTIFICATION i CEArt,/0 "-,, 1,4 ACcp{E0 -454 i oQ`, 1, ✓C ' ,A, '', CERTIFICATION NO: NI011916.01-R8 ' N �; M DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural ,ki , COMPANY: JELD-WEN % ,-.e ,F:, .� �� 'CODE: 1822-1 kiED PROS REVISION DATE: 02/16/2017 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertifcation.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved/Studio"Fiberglass Opaque Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors Configuration:XX IS Frame: W-1879mm(74.00") H-2487mm(97.93")I OS Frame: W-1879mm(74.00") H-2470mm(97.25") I Panel: W-908mm(35.75") H-2419mm(95.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf 1 TAS 202-94 Wind Zone 3 - Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:XX AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-234/SJW2013-235/SJW2013-251/SJW2013- 252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-03/NCTL-210-3930-01/NCTL- 210-3930-02/SJW2014-070/SJW2014-075/W-1668/W-1704/W 1783/W-1799 Expiration Date: March 30, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124/ Fax: (804) 684-5122 1 NOTICE OF PRODUCT CERTIFICATION $`'p ,.� kk.0f to , CERTIFICATION NO: NI011916-R7 iV M 1 DATE: 03/25/2014 v' , CERTIFICATION PROGRAM: Structural - . •�-1.4 '. COMPANY: JELD-WEN �c '' ``' CODE: 1822-1 %,,'ED Psc REVISION DATE: 02/16/2017 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification anid that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved/Studio"Fiberglass Opaque Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors Configuration:XX IS Frame: W-I879mm(74.00") H-208Imm(81.93") OS Frame: W-1879mm(74.00") H-2081mm(81.25")i Panel: W-908mm(35.75") H-2012mm(79.25")1 SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 - Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:XX AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-234/SJW2013-235/SJW2013-251/SJW2013- 252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-03/NCTL-210-3930-01/NCTL- 210-3930-02/SJW2014-070/SJW2014-075/W-1668/W-1704/W-1783/W-1799 Expiration Date: March 30, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124/ Fax: (804) 684-5122 PREPARED BY: If) BUILDING DROPS,INC. 398 F.DANIA BEACH BLVD.,STE.338 DANIA OFACLI,PL 33004 PH 19S4L39941478 LA%:19.41744 4738 4 1/2"TYP. 4 1/2"TYP. WED•.Nww.DmIWHFS,o0..LOLL —..---..- 11/2"OFFSET TYP. +� e F I I - Y m >m N o + ,D - - - - 2p vl o�mm O I•=-} Y J D'Ll.a-.N E Q. U g=am 4 CO UJ mea + m VI CL o¢ x o HH _J (J Cu y¢ QZ 4 o o Z CI D_ U }}y}}y���� + Q °o `k ci 44;W ' J !V F Vv4 \ H -I- REMARKS BY DATE Add Multi-Point Lock GL 06/23/14 O1 TYP.ANCHOR LAYOUT 3 PTIONAl2%BUCK IN CONCRETE/MASONRY IHIS P4UROIA W.I.L UHOI•a.INC AND SHALL NOT BE REPRODUCED IN WHOLE OR PANT WITTIOUT WRITTEN CONSENT OP BUILDING DROPS.INC. ALLERIATIONS,ADDIGONS,1110.1 IOING,OR 041104 NIARCINGS(0411151%%II_M[IyT(L9 J10 PERMIT110 AND 1 1/4"MIN.EMBED TYP. ```\ u�Y1M1lF►. Oji/,, 111 Z Oo e SEE TABLE 2X BUCK ANCHOR TABLE Z.+ �•• O O. ■�1�1 C. • • -7�' 711' C) ®P� Py,.O' .. 618"DOORS 8'0"DOORS � '0 . •T•T : Lt, Z z MIN.EDGE MIN-CENTER 'A :, • IL :.- 2 ANCHOR MIN. • 2 . ANCHOR TYPE SUBSTRATE DIST.TOTO CENTER O P;' �l/ 141,i, �I 1 SIZE EMBEDMENT SUBSTRATE DISTANCE ,,<`•��"'....•••� ` MAX.O.C. MAX.O.C. , �� o- I I SPACING AT SPACING AT �i `SS C4�•N 2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS ���p/�'F.D737 `����� ANCHOR PER BUCK ANCHOR TABLE 3B0 E.DMIL/d4gE.7300i4E.SEE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" T.OF A D10RIZl7'YIW PBPE CERT.OF pVO10RIlATION NEL 29578 ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-GONG. 1" 4" 25" 30-1/4" 03 2X WOOD BUCK INSTALL. S, 2X WOOD BUCK INSTALL. 1-1/4"-CMU 3 CROSS SECTION 3 SIDE NEW DATE: 02.05.14 NOTES: DWG. Y: CHK- Y: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL THRESHOLD SHALL BE FASTENED G LTJ M SS�MSS IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.It:A010853A SHEET: OF • (..° PREPARED BY: \ BUILDING DRROOPS,INC. 393 E.D,ALIA MACH BLVD..SEE.338 DANIA LEACH.FL 33004 0 00,(9541309-8304 EA%:(9541044.4033 W30•-ocw.0uildirgdrupcxonL ///////// // -.� // / i�l Io J�.Rb –_ __.__ - _ _-- _ _ © O m O N N s Nd INTERIOR EXTERIOR EXTERIOR M INTERIOR -2–Ew—W— —-a-�-�-c—— h J 0 ID' I OQ 0 m g~-Q may al L.,"EL Ill m S II I `'' IVY 4.•S 15 ..1 �Q L/1 CL.cZ CD Z U ^p W ~ W- 1 OPERABLE HEAD C.) OPERABLE SILL W 4 OUTSWINGSHOWN-INSWINGSIMILAR INSWING > ENDURA ZAIL4S6SF ai H9 I– i-- REMARKS BY DATE Add Multi-Paint Lock GL 06/23/14 IIVS IU(UHENI IS IXL PROP031101 BDILURIO u5004.INC AND$11081 NOE BE REPRODUCED IN WHOLE OR PART WNVOUT WRITTEN CONSENT OF BUILDING DROPS.INC. ALTERATIONS,AMR IONS,IIIOI RICIRINO,OR OILIER • 0 MARKINGS TO T08 normojkpyiar P,ERREITTED050 .1 INTERIOR EXTERIOR \‘ ES F. O 11i © INTERIOR /A , EXTERIOR 0 ``• 0 4..` "? e.... Nogg: II c -0 :T.T i D OPERABLE SILL7 OPERABLE SILL %:L'.•. e.•��`�,''' `SS/FJf 1AL E�G�‘`�ED OUTSWING O OUTSWING '1pP�`�A 0.00 \�� AFCO J-2297 OPTIONALAFCOH-497 390 IVOR .338 FBPE CM. AUDIONOATION NO.29508 DATE: 02.05.14 GLITJM SS/MSS SCALE: NTS DWG.N:A010853A SHEET: OF 8 J PREPARED BY: HINGE SCHEDULE Q HINGE DETAIL AT JAMB: / DOOR HEIGHT QUANTITY PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP L.« 6'-8" 3 —...: . \ BUILDING DROPS,INC. ` 's 303 E.DANIA BiA[N LSvD..SEP.318 8%0" 4 ' I \,Iik DAN10 SLOE',FL 3 300 4 OH'1954137}84)8 0A%:IR5417444738 -,1U1\ I %//•/ /I%, 0000ww.0Lildin CroP5W N© li , M ..mum,, P I �j fI N_ m N ti N A5© INTERIOR 0 \\\ V / ` a Lt 8 7. \ \ J co � . gli INTERIOR �'\ V 5 LL~ x= r' \ 1_119 X 2-1/2"PHILLIPS Ll LU 1 / FLATHEAD WOOD SCREW R Q '�" a II�III 3-#9 X 3/4"PHILLIPS a Q Z y/�,. �XTERIOR \ /O FLATHEAD WOOD SCREW LD Z O Fl^ EKTERIO W° ® 6'4-89 PHILLIPS FLATHEAD WOOD SCREW p C USE 3/4"LENGTH FOR -8"DOORS • USE 1"LENGTH FOR 8'-0"DOORS = W s MEETING STILE 3 HINGE JAMB ED OUTSWING SHOWN-INSWING SIMILAR O OUTSWING SHOWN-INSWING SIMILAR i- F REMARKS BY DATE • Add Multi-Point Lock GL 06/23/14 luiso0CumkNr IS I lit PDOPENIY OI BUILUINd ukOha.INC AND SHALL NOD RE RIDRODUCS0 IN WI=OP PART WITHOUT WRITTEN CONSENT OD BUILDING.DROPS.INC. ALTERATIONS.ASIDINONS.NIGIPItNTIHO,OR OTHER MARKINGS TO THIS DOCOMT COI PERALTTED AND INVAv ILII1VE�l 1E'[Tp/'1 \‘‘` e.S F.No///// 4-#8 X 13/8"PFI-1 :� � .....t." / 1-REINFORCEMENT PLATE_` :,(G� " `' `./'iii Q HOPPE \\_ ;"\ " - Q / 1 _* " / 7'. *: / _ • :T Td%, ' P•"• 2 0 :- kik, � / S "" �G `/ -5• ..: L / SE `` ��/ // / •.IIDi � WANMp�oyN13a::8 cIIrl e ►1LiaZi 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 3-148X2"PFH 13-#8X13/8"PFH 1-MULTI-PT LOCK STRIKE PLATE /_ 16-8 UNITS) DWG. Y: CHY: 1S-#8X13/8"PFH GL/ SSS MSS DETAIL A5 18-0 UNITS) SCALE: NTS HOPPE MULTI-PT LOCK COMES WITH HARDWARE DWG.#:A010853A FASTENING SHEET: OF8 5 - PREPARED BY: T C—.)BUILDING DRROOPS,INC. 3D3 E.DANIA BEACH BM..5TE.338 DANIA BEACH,PL 33804 PH'19541803.0478 FA%:19441744 4738 WUB.www.Lulld'ioRdrops.cam -O O i a l^C D o FpFn ixp ftH . ,-.axLL 2X WOOD BUCK y H m x c Imo- SILICONE WOOD ANCHOR O ti m MIN. G N SEE TABLE ON SHEET 2 4 Q EDGE DIST. o w /// WOOD ANCHOR H Z O VI W o SEE TABLE SHEET 2 S`w< ,�•�/� SEE TABLE ON SHEET 2- - % w //% '�����,�� i,4� -. 4 /Lys. �: w,� 2X WOOD BUCK wiwi- 'IT' z¢ 1.4 IA I / '././. // // / 2X WOOD BUCK P. //' / ' c _ //. ../ 0.25" MIN. REMARKS BY DATE MAX. EDGE DIST. WOOD ANCHOR SHIM SEE TABLE SHEET 2 Add Multi-Point Lock GL 06/23/14 SEE TABLE ON SHEET 2 MIN.EMBED. SEE TABLE SHEET 2 E6 HEAD (TYPICAL) 6 JAMB (TYPICAL) O3 OPERABLE SILL imsBDEBMLNt 151HL„HDPE„1TDEBDilBiH4 DBBP4.INC AND SHALL ROI OUTSWINGSHOWN-INSWINGSIMILAR OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING REPRODUCED IN WHERE OR PART 1MTHWTWFIi[NECONSNTOEBUILDrLEDROPS.00. ENDURA 2AIL456Sf MARKINGS AOaHONS.msEEG1Ha8.OR OMER ARFINGS TD 58 FNOT PERMITTED AND INVAirla B.UrFli WOOD ANCHOR WOOD ANCHOR \\ s F.N // SEE TABLE ON SHEET 2 SEE TABLE ON SHEET \\ \'�.. .``+� // S. �1=—'-'..--. _��I� SILICONE N �� SILICONE :* i d — o w ;11 :•E 7 w V - Z MEM W W E� 2X WOOD BUCK �. :T T • 4 . tO 2X WOOD BUCK N '////ssIQ .o \\\ 308 0.BAIPId 141Zt Sf0.330 DANIA BEACH.FL 73001 F9PE CERT.OF AUBIORRAPION NO.39570 MIN. • MIN. EDGE DIST. EDGE DIST. ' SEE TABLE SHEET 2 SEE TABLE SHEET 2 C4 OPERABLE SILL 7 OPERABLE SILL DATE: 6 OUTSWING O HIGH BUMP OUTSWING DWG. Y:02.05.1CHK.4 Y: AFCO J-2297 AFCO H-497 G L/TJ M SS/MSS SCALE: NTS • DWG.B:A010853A SHEET: OF8 _—I-OP-TIONALLY,ANCHOR CAN BE PLACED-IN-NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM - - - -- --� --[.� \ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. cPREPARED BY: \ 1 1 BUILDING DROPS,INC. 393 E.DANIA EACH BLVD.,STE.338 DANIA BEACH.'L]3034 IT 19541399.8478 CAM:19541744.4738 WED:www.Dulldi6R4r4C5.ca91 -a7 2 at O 0 0 M d cc N W t2 W LL. cco° ss �- cr a m2aLL MIN. F. 1X WOOD BUCK v i a m m EDGE DIST. w (OPTIONAL) SEE TABLE SHEET 2 CONCRETE ANCHOR cc N G N 4,. SILICONE SEE TABLE ON SHEET 2 0.. o 4 w m /// CONCRETE ANCHOR ,Irk, Cz7 1._ Zc w� •ILII %/' SEE TABLE ON SHEET2 J—� :, 4`n [C11.1 W. .N 1 "�j/ LA,0. ,4•.441: '_; o w 0 W J CONCRETE/ % W 0 �o IIIMASONRY / 4 m U a za ` BY OTHERS / • z_a F�_ „„. 1X WOOD BUCK ;d., / F- / r/ /.• / • /%1 / (OPTIONAL) c _ //,I/ `a I I 0,25" CONCRETE/ MIN. REMARKS BY DATE EDGE•:a, MAX. MASONRY TABLE SHE Add Multi-Paint Lack GE 06/23/14 CONCRETE ANCHOR SHIM SEE TABLE SHEET2 SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS BY OTHERS MIN.EMBED. SEE TABLE SHEET 2 O HEAD (TYPICAL) O JAMB (TYPICAL) CD OPERABLE SILL aaUMEx115,NLPRaPE„1Ta,Ba„a,N�aBaP,.It, . ANDSHALL8: Bf REPRODO,6INWHOLE DRPART OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR INSWING WIDIODiWPIITENCONSENTOiBDIID'�NGOROPS.INC. ENDURAZAIL4S6SF AUERASONs,ADDI0ON5.B 7501xO,DRDmTN wevott rAnRRlxcs rII 7NlsnnnBktikiJivii Fnm PEBNUTTfnAND IUIYLnt It HlxtFIWO \\\\Noes F',^/07i///,i _ SEE TABLE ON SHEET 2 `\ 1/ SEE _, `7��'AO 6 _ SEE TABLE ON SHEET 2 SILICONE �' d k! ^ )� SILICONE o �� `�G .r * �f 7 wwI - wW 3 ��• T/1T � - _. J : O •.�C DP. �w 2w CONCRETE/ �W CONCRETE/ �i'i;SSS••.,,,,,,••'�c\\\� MASONRYIN MASONRY // HpfFR/(:k7p�N�A►3�DlE] \\ MN BY OTHERS N BY OTHERS 398 F DAIEI�(13.Iallos `338 DANIAl1E 10 EL S'i]OC fBPE MT.OF#vD10W7AT W N MI 29570 MIN. MIN. EDGE DIST. EDGE DIST. 1 SEE TABLE SHEET 2 SEE TABLE SHEET 2 ED OPERABLE SILLOOPERABLE SILL DATE: 02.05.14 OUTSWING 7 HIGH BUMP OUTSWING DWG. V: CHK. Y: AFC()l-2297 AFCO H-497 G LITJ M SS/MSS SCALE: NTS DWG.#:A010853A SHEET: OF8 _ —C2_OP_TIONALLY,ANCHOR CAN.BEPLACEDJN_NARROW ------- - ------ - _ - . ____ __ ___ - _ _ SECTION OF HEAD OR JAMB AS LONG AS MINIMUM -- - ”----- ---- ------ __ _ _ `` EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 1 cBILL OF MATERIALS PREPARED BY: ITEMS DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK FINGER-JOINTED PINE n —SOLID PINE BUILDING DROPS,INC. ]BD E.DANIEL DEACM BLVD..STE.TAD 1 FRAME HEAD/JAMBS • DANN,BEACH,FL I]UW LAMINATED VENEER LUMBER © Pn IR SAJAA4RR>fl i4X:19541744 9118 COMPOSITE WEED.www.bunaiofierVDs.com J 2 ASTRAGAL,ENDURA ULTIMATE HURRICANE —J En (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) 6063-T6 ALUMINUM -� Q c 3 (NOT USED) - w mo m e 4 . ENDURA ZAIL4565F THRESHOLD - -L47-- _ OI- F-�m o __ C a2 o — -z Q 2 —`"<- -05 AFCO J-2297 THRESHOLD - s= , 00 " 6 (NOT USED) - c> O cc 0 m 1 LL 7 AFCO H-497 THRESHOLD - llI h Q J "n' URETHANE FOAM& • a b m oo q 8 WEATHERSTRIP - cc - POLYETHYLENE a l ¢Z , 9 NON-COMPRESSION SHIM(0.25"MAX.INK.) COMPOSITE - L"J D W. 1 10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD _r-- HANDLE C) f.., lj tl coo HEIGHT z 11 1X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD 'O L ©'O UJ Z 12 S10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 0 O Qo 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL - r.m Iii Q. )-, 0 14 BUTT HINGE(SEE SCHEDULE SHEET 5) - - 1- 0 15 KWIKSET LOCK SERIES 400 STEEL REMARKS BY DATE 16 KWIKSET DEADBOLT SERIES 780 STEEL c 0 Add Multi-Paint tock GL 06/23/14 o HOPPE MULI-POINT HARDWARE HLS9000 17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL —'h— °� ES O O L..LEA6OtN I IS EVE PROP:RIT HI WILY.uROP.INC m ANO SIM(l NOR OE REPD.ODUCIO IN MIME DR PONT WITHOUT WRITTEN CONSENT OF BUIIDINO DRODS,INC. AMR.IONS,AOOIr10N5,IIIC.NlI0N1IN0,OR OTIICN MARK.TO THIS RDCyt OTinVITTEO AND 1151 •,:s‘N,14.0:y•fy.PI .., !.... .1 T —.7.7F _} _ 1' .T I 0.63' 1 0: ./. P••; 40 i •ppffyyy'yl Ilr.11 ���}��)]yy ��\ ]BAD E ORRTL6 B.E EE tf.SfF,3 B```` DANN RI.ACII,IS& OFRAME HEAD/JAMBS O ENDURA ASTRAGAL O ENDURA ZAIL4565F THRESHOLD OAFCO J-2297 THRESHOLD O AFC()H-497 THRESHOLD WE CERT. AVDIONIA ON N0.391]0 VARIES,SEE BOM ABOVE ALUMINUM �._ p- -.IR-,=-•,-------..-, illmiimDATE: O 5.1 " , %j/. '///i// ^ it r."..•^ •4 B0 L .4- - ♦ .�4. _J a DWG. Y: CHK. Y: r — I_ I IWOU: GL�TJM NTS 4.56" I 5.62" I nl SCALE: NTS �• 4.563" 1 4.62" DWG.it A010853A 1'78 - SHEET: OF8 398 East Dania Beach Blvd. BUILDING DROPS Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drop k 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdro'ps.com Product Evaluation Report of JELD-WEN, inc. Design Pro / Smooth Pro Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 2752 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Impact Approved For use outside the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 6'-0"X 6'-8"(Nominal) 6'-0"X 8'-0"(Nominal) Prepared For: x011'11;11%�� JELD-WEN, ire. 3737 Lakeport (C lvd. to,Q` Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. w :TAT • Florida Professional Engineer#73778 °,n•�•..��O- D ' 4 Date: 09/22/2014 �i �S ""••..• c3, �� � Contents: /�,IION,i� �N Evaluation Report Pages I —4 Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida N .73778 Date:2014.09.26 15:46:17-04'00' • PREPARED BY: 74"MAX.O.A.WIDTH JELL . EN. Mk ilh BUILDING DROPS,INC. WIVll0 �VS & DOORS Wan 4‘V 3383.00310 BEACH BLVD.,LIE.338 I-II I i. I-� LI, DANIA BEACH.8433094 PH'19S4L9H).B4)3 ,PTH—HH. __ _ ,,,;(95,317.1.1 AM I— M / \ WEB.•mvw.Huildirgtlrops.wnl DESIGN PRO/SMOOTH PRO I IIth ,II o �� I I� IMPACT APPROVED a II I©0 ��I �1 o o Z m FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) j z o IN; E?° 4 L 0 o o INACTIVE O ACTIVE .-:-.,z•i n / ® pee O < aix msa GENERAL NOTES: O IHI 1 �I, m Q w 5 LL w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT CC Q< 0 INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 2 4 > Z Z; (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: t©VENEI H Z J Q W • ASTM E283-04 000 Ili w v1 • ASTM E330-02 NAL - O Q K ., • ASTM E1886.05 v 6..8.DOOR HEIGHT U • ASTM E1996.06 74"MAX.O.A.WIDT = a • AAMA 1304-02 E. LNi1 ` • TAS 202-94 0 0 F- K / W.;vAS v 0- '� 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE I^ � FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF LS( MI REMARKS BY DATE INSTALLATION. Add Multi-Point lock GL 06/23/14 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 1111 \ Add TAS 202.94 Standard SM 09/22/14 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 111d�i HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS = 11'H 11©1I ' z LL DOCUMENT. _ao- - io w ¢ MNL 1•xovoi Ir 41 BOLDING URDiv.I NC ,y\ BBB I. LL, N AND SHALL NOT OE REPRODUCED IN WHOLE OR PART 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1.'^ (} I WITHOUT WRITTEN CONSENT OF 3VILD1Nf,DROPS,INC. RESISTANCE FOR WIND ZONE 3 OR LESS. O1 r-2 I e ji O OAIIEPAlI0N6,ADOINONS,IIIGUIIGIOING,OR DTIITP c.TO11115 DDcum 07 PERMn11D ANDl7 0+¢ , wopmnxnN INv<Lt�iTkL� d�(T�D/v.5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH 3 zLLINACTIVE ACTIVE z w `•\SS �$F. /////DOORS ARE QUALIFIED, 433 < ` C� ..k,1:-N40 �J ,Qo- 0 X11I© v� � � �_�''�� L5 3p Q N 6. NOTE: AFC°H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING < © +.r'; SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THATAPRODUCT 2 1 \ 1: f / I :* ' O 7 _* MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PR TECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO rr OH LENGTH'OH HEIGHT IS 2.1.0 kL- __I _� TT•T •t t ©�0�0 '�°icSppSR///'LL(AA�1tJA1}aEt4G?'. O TYP.ELEVATION���2 393 E.D4? IHII43L.ZtE`3 P TABLE OF CONTENTS034 DANmD. R,ZATION FBPf Cf1R.OPAU3H01,1011 NU.296i3 1 8,0'DOOR HEIGHT 3igitally signed by Hermes F.Norero,P.E. SHEET REVISION SHEET DESCRIPTION NOTE: eason:I am approving this document 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES INACTIVE AND ACTIVE DOOR PANEL late:2014.09.26 15:41:13-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES ORIENTATION IS INTERCHANGEABLE. DATE: 02.05.14 _ 3 A OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y: MAX.OVERALL DESIGN PRESSURE(PSF) G L/TJ M SS/MSS 4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE _ 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS WIDTH HEIGHT RATING B: 6 A WOOD SUBSTRATES POS. NEG. POS. NEG. DWG. A010853A 7 A CONCRETE SUBSTRATES 1 6'-0" 6'-8" 50' 50 1 50° 50 ■ LMI&SMI I SHEET: OF8 XX 8 A COMPONENTS&-BILL"OFMATERIALS -- - - -- - -- - XX -—--E'-0"--- 8'-0"--50' 50- 50'---50---LMI-&SMI- - ----- - °SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. ' • INSTALLATION NOTES: PREPARED BY; "` 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. C) 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 394 E.DANI.A BEACH BLVD.,STE.338 ' CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEE TABLE 74"MAX.0.A.WIDTH D.WA BEAa.FL vrw FOR QTY. PST 195411G/47R F.:1?54044 4118 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 1 1/2"TYP. WEB.wo,o.mama.RdFopscon, STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP.---17 --- 3"TYP. T� to 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 1 G21 j }'� I W - �G2 I H OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 0 3 N MANUFACTURER'S INSTALLATION INSTRUCTIONS. D: 1 El Z m v N S o ,°�N —5.—FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR _ _ — y Z o o�o JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE �� I Fx--1C.):,1 Q W?I' <e I SHELL OF BLOCK. I. t1---t3J.,! 0O VS SF,..x IZ� P^,§aLL6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2%BUCK ti- aD. O ,^^YCONCRETE/MASONRY CONSTRUCTION. .7 x m3 � o,ti 024 II-- � — 1¢-- 0 I-.. g 7, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE E2 rn a p p 4 Q E�: FOLLOWING PROPERTIES: ?i�LL S j... :• e �� sI1P49 � 2 a Inc F-4' A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 3 z-4 22 - + zz = W� B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. p w O w L. U . C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 0 z x In 3 — vl Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 2 Q PSI. _ \ I / } .J D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH i Q 44'- OF 2000 PSI. a� 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR u E INACTIV7. ACTIVE 1- LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. (I Ii I }I 4+ 1 F -F- REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM A2 3"TYP.--I A2 Add Multi-Point Lock GL 06/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. D23 TYPD2 ANCHOR TABLE Oi TYP'ANCHOR LAYOUT - Z 618'OR 8'-0'D000 HEIGHT 1715000UM EN I IS 1511.0.8,105 BUILDING UNOI,.INC. 6'8"DOORS 8'0"DOORS AND VALE GOT BE REPRODUCED IN WHOLE OR PANT WIDIOUT WRITTEN CONSENT OF BUILDING DROPS.INC. ALIERAGONS,AODIHONS,IIIGHHGIRINO,ON ono, ANCHOR TYPE ANCHOR SUBSTRATE MIN. MIN.EDGE B OF R OF MAR G Fna AIN 5TO THIS 00011, INTIS PERMITTED AND SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O-C. ``otLey,E�IPP.�Il74p/v SPACING AT ANCHORS AT SPACING AT ANCHORS AT ``��O�5 F Yo,:',,, HEAD/SILL HEAD/SILL JAMBS JAMBS �`•e.'i• ,<.�0 CLUSTERS CLUSTERS - 2%WOOD BUCK •• WOOD SCREW 410 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 ' NOTE: Q 7 /• __.**- OR FRAMINGINACTIVE AND ACTIVE DOOR PANEL =* . 1 7t ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17.1/2" 4 17.1/4" 4 ORIENTATION IS INTERCHANGEABLE. -0 . :T'T : a 1-3/8"-CONC. i ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1" 17-1/2" 4 17-1/4" 4 'j�i��sS/�.......... A ��Cj`��`, ri ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 6 14-3/8" 6 SO"'OAl IA DANK URIOOSAEON 1 FOPS COM OF AU RIOWSAIWN NO.29578 2-412X3"PFH B2 SCREW C2 1-STRIKE PLATE E2 FASTRAGAL � y HOPPE 01965040 2-48X3 PFH �'� NOTE: SCREW F2 1-STRIKE PLATE 1-T STRIKE PLATE 1-STRIKE 819610PLATE q q A_ _ ��-� ' INSERT PLUG ^� :. / HOPPE*2098945 2-R8X3PFH HOPPE*L965040 DATE: O2.OS.14 _ _, INTO BED OF SILICONE ��� SCREWS DWG.BY: CHK.BY: W____ • -•o.. - DETAIL F2 DETAIL Cl 1 TYP.ASTRAGAL/ ilikDETAIL 12 GL/TJM SS MSS _- W \ TYP.ASTRAGAL prb� N ;.i MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ SCALE: N......---. INSERT PLUG WITH STRIKE LOCATION TYP•TOP ASTRAGAL �I��IN MULTI-POINT STRIKE NTS DETAIL B2 1-BOTTOM SHOOT 2-*9 X 2 1/2'PFH MULTI-POINT IV __ ONLY STRIKE PLATE ,, o H2 LOCATION DWG.B: ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION 12A010853A W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLY 4-#9%21/2"PFH LOCATION N ®��-___ 2-49%21/2"PFH SHEET: OFB - ------ __UNDER REINFORCEMENTPLATE) ----- ---- - --- ASTRAGAL ONLY STRIKE _ _STRIKE PLATE PFH SCREWS I I SCREWS PLATE FROM — - - OA INSWING SILL SECTION VIEW HARDWARE KIT OD OUTSWING 511.1 SECTION VIEWO HEAD SECTION VIEW Z SEE DETAIL 82 OR C2 ABOVE Z SEE DETAIL E2 OR F2 ABOVE Z INSWING SND WN OUTSWING SIMILAR BUILDING DROPS Date: 09/22/2014 A Perfect Solution in Every Drop Report No: 2752 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G. =0.55), 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 (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90) substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min.f'c= 3000 psi) or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(A010853A)for anchor spacing and more details of the installation requirements. Design Pressure: MAX. OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS. NEG. POS. NEG. xx6'-0" 6`_8" 50* 50 50* 50 LMI &SMI XX 6`40" 50* 50 50* 50 LMI &SMI Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 BUILDING ' ! ~ . NN ��N��N�� DROPS~~ �� ~ - Date: 09/22/2014 A P in Every Drop Report No: 275Z Certificate Of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of p 'uctsinaccmrdance Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 • TAS 202-94 ) Referenced Data: 1. Product Testing performed by National Certified Testing Laboratorie (FBC Organization# TST1589) Report# Report Date: SJW2013-196 09/03/13 5JVV3013'I39 0*/09Y13 SJVV2013-334 12/09/13 SJVV2013-235 11/26/13 SJVV2013-251 12/23/13 S]VV2O13-252 12/2]/1] 5]VV2013-253 17/23/13 �| NCTL310'3924-01 12/18/13 N[TL-210-3925'03 0I/07/14 NCTL-210-3930'01 07/24/14 NCTL'210-3930'02 03/10/14 BVV2014'070 07/07/14 SUVV2014-075 0//07/1* 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F. Nor ro\ P.E. Florida Pa3of4 \ BUILDING DROPS ,1 A Perfect Solution in Every Drop Date: 09/22/2014 Certificate of Authorization:29578 Report No: 2752 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro/Smooth Pro Impact Approved For use outside the High Velocity Hurricane Zone(HVHZ) 6'-0"X 6'-8" (Nominal) 6'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method la of the 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 International Building Code, International Residential Code, and Florida Building Code. See Installation Instructions A010853A,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current International Building Code (IBC), International Residential Code (IRC), and Florida Building Code (FBC),excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors 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 not require an impact resistant covering for Wind Zone 3 or less. 4. Site conditions that deviate from the details of drawing A010853A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010853A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4