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HomeMy WebLinkAboutProduct approval, door Florida Building Code Online Page 1 of 1 BCIS Home I Log In User Registration Hot Topic I Submit Surcharge j Stats&Facts i Publications FBC Staff( BCIS Site Map Links ,Search db a Product Approval 1 i USER:Public User E>c...mif�..�-•� Product Approval Menu>Product or Aoolication Search>Application List Search Criteria Code Version 2014 FL# 16674.2 Application Type ALL Product Manufacturer ' ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL16674- Editorial JELD-WEN National Accreditation& Approved R6 Change FL#:FL16674.2 Management Institute " History Model:B Design Pro/Smooth Pro Fiberglass (804)684-5124 Description:Single(X)Impact Glazed Fiberglass Door, 3'-0"x 6'-8"and 3'-0"x 8'-0",Inswing and Outswing Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/ELO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund 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 mail to this entity.Instead,contact the office by phone or by traditional mail.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 can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: gial ® eClcck Credit Card '. https://www.floridabuilding.org/pr/pr app_lst.aspx 5/7/2017 NOTIA OF PRO DUCT CERTI*CATION I ' CERTIFICATION NO: NI011918.01-R5 " DATE: 03/25/2014 7 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 1822-1 REVISION DATE: 08/18/2016 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 and 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 NAN11 if an 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" Fiberglass Glazed In-Swing or Klamath-Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X Glazing: IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/l/8"Annealed Glass IS Frame: W-952mm(37.50") H-2487ntm(97.93") OS Frame: W-952rnm(37.50") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419nnn(95.25") DLO: W-606min(23.87") H-1995mm(78.56") 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 configuration:x AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-23I/SJW2013-234/SJW2013- 235/SJW2013-251/SJW 2013-252/SJW 2013-253/NCTL-210-3924-01/NCTL-210-3925- 03/SJW 2010-003/SJW 2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJ W2014- 068/SJW2014-071/SJW 2014-069/SJ W2014-079/W-1670/W-1703/W-1783 Expiration Date: March 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5.124/ Fax: (804)684-5122 NOTIA OF PRODUCT CERTI*CATION 5.� C1=1T1'ij�,� t CERTIFICATION NO: NI011918-R6 o DATE: 03/25/201.4 � CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE.: 1822-1 � .`. REVISION DATE: 08/18/2016 To verify that the"Notice of Product Certification"is valid,please visit www.NAMlCertification.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. 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"Fiberglass Glazed In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-952mm(37.50") 1­1-2081 mm(81.93") OS Frame:W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012nim(79.25") DLO: W-606mm(23.87") H-1587mm(62.50") 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:x AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-23 I/SJW2013-234/SJW2013- 235/SJW2013-251/SJ W 2013-252/SJW2013-253/N CTL-210-3924-01/NCTL-210-3925- 03/SJW 2010-003/SJW2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014- 068/SJ W2014-07]/SJ W 2014-069/SJ W2014-079/SJ W 2013-23 8/W=1670/W-1703,V- 1783 Expiration Date: March 30, 2018 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: /Z jEL113rWENpp� I3f/�� c� BUILDING DROPS,INC. WINDOWS O OR5 3tlE•L`aUUIKI.,Pl3D� 33tl &- 371/2"MAX. Ptl.IDS4134384I8 �4M:1954)i4J Ji38 O.A.WIDTH wtG:.www.tode,"a4.D— DESIGN PRO/SMOOTH PRO FULL LITE 5 S ' J 371/2"MAX. N -� IMPACT APPROVED G O.A.WIDTH z F m m . 2 � Z o '- o FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 3 0 UJ W z g< J e � c e J pa vi Z mga< ~ s z O¢ Z GENERAL NOTES: r. 5 SD a O U w 1. THE PRODUCT SHOWN HEREIN I$ DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT N= 5 a 0 m^ s ACTIVE ¢ > Z INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE ¢ o,a A a w Q W; (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: m¢ 4 6 O z l7 LL 3 LO Z w ° ASTM E283-04 Z Z LL s O ACTIVE a 3?Q O S = —I w • ASTM E330-02 - 3 ¢ s 3 CSw Q • ASTM E1886-05 - 1= p s z p z x O _U • ASTM E1996-06 p z x m ¢ / C Ul ate. • AAMA 1304-02 f K W: • TAS 202-94 ' J a 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE f= RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF REMARKS BY DATE INSTALLATION, d 4 5 6 a 0 3 4 5 0 7 s q 4 4 4 4 4 J JA 4 A 4 3 4 J Add ADAsill,YIP Lack&Radl.s L,GL 06/23/1 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR TYP.ELEVATION 1 /21 TYP.ELEVATION 2 _ Add TAS 202-94 St-dard SM 9/22/14 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 1 s•a•DOOR HEIGHT 1 s'a•DODRRUGRI HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. ' nD SN�'.tl'nOt O'elP<aPODUCED in H�IOrE Ok iAif 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT vA��e�n niTw���uvR���p01�°�i<oka�ini` c RESISTANCE FOR WIND ZONE 3 OR LESS. 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. \ F 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN •L• GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS �,•''�\� •�' AT DP f/-50 PSF ONLY. 7 NOTE: 4 8! t 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. DOORS SHOWN ABOVE MAY BE LEFT -SJ•• TT 7 REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT OR RIGHT HAND OPERATING DOORS. / PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=off LENGTH a OH HEIGHT IS 21.0 ��i��Ss�•�A���A'�fr1G\\��� ' fOM CEP(.OF A—01IUL:On NO.:'JS%0 TABLE OF CONTENTS . igitally signed by Hermes F.Norero,P.E. SHEET REVISION SHEET DESCRIPTION eason:I am approving this document ate:2014.09.26 15:41:55-04'00' 1 a TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14 NOMINALSIZE DESIGN PRESSURE(PSF) MISSILE DWG. Y: I CHK. 3 A OPTIONAL 2%BUCK ANCHORING DETAILS Y: CONFIGURATION INSWING OUTSWING IMPACT GL/TJM SSAMSS 4- A VERTICAL ASSEMBLIES WIDTH HEIGHT - RATING SCALE: NTS POS. NEG. POS. NEG. 5 A HORIZONTAL ASSEMBLIES X 3-4' 6'-8" 50' 50 50` 50 LMI&SMI DWG•�'AOZO85 ZA 6 A GLAZING DETAILS XRADIUS 3'-0" 6'-8" 50' S0 50' S0 LMI&SMI SHEET: OF9 7 A WOOD SUBSTRATES 8 A CONCRETE SUBSTRATES X 3'-0" 8'-0" 50' 50 50` 50 LMI&SMI 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 9 A COMPONENTS&BILL OF MATERIALS L PREPARED BY:' INSTALLATION NOTES: - 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE I/41NCH.SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS.SHIMS)SHALL BE - 3sx E.uauw x[ACH a[No,n.Sax CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. OavIA xEACH,rt33ona I'H:.IB'�133Y8�18 3. MINIMUM EMBEDMENT AND EDG E.DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO _ wzassalTa+.r.se 'W[svwa•euna"cero�mn STUCCO,FOAM,BRICK VENEER,AND SIDING. . W L 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL I^ w o OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR '-' p m MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z ad 37 1/2"MAX._ m o r N 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR O.A.WIDTH 0O OW Z ° a JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 3"TYP— — — 3"TYP. _ Q W LL^e SHELL OF BLOCK. zc a H 3 a a [1 n�aLL 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK r C)Q ^Y CONCRETE/MASONRY CONSTRUCTION. iD iD Q Q 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE' - cc FOLLOWING PROPERTIES: a 0 za A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. x 2 _ I W. B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. co w w w C7 U C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH �+N= w Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 G^r^ Q �y PSI. J e D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z 0. = 9 0 U ac OF 2000 PSI. 3 z¢ z z O < W 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR_ p z LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BYJ DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA sill.MP lock&Radius Lc GL 06/23/1 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. d ANCHOR TABLE cxovs,c.c. nvo sw4'iwor s=Eze+aoouc[o tv vilo�i ox aaar 6'8"DOORS 8'0"DOORS •Anwar WxnrtNmNSENT o[wlwvmozan,:Nc �1TYP.ANCHOR LAYOUT 4[I[N S'U f.MUITIGNf, nnnnv NNNnr.I N ANCHOR MIN. MIN.EDGE 2 — xzlH, r,AscxuM� .�Nor ..,I*rroaN ANCHORTYPE SUBSTRATE MAX.O.C. MAX.O.C. SIZE EMBEDMENT DISTANCE \\ eS F••N� Z7i� SPACING AT SPACING AT `�\��\• / �����' JAMBS IAMBS NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. :••�'\/ ' WOOD SCREW 410 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 17-1/4". OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ;•• T T i ' %SOT•.••[D✓ pP;tz�/��� 1-3/8"-CONC. •'"' G LC0 ULTRACON 1/4" CONCRETE/CMU 1.1/4"-CMU 1" 17-1/2" 17-1/4" \ 3-xE�I�'iaiauul���a,x ITW TAPCON - 3/16" CONCRETE/CMU 1-1/4" 1" 30 14-3/8'• oarm x<aa,n.cwwl NOTE: re¢c[ar.or Aumo=.lzarwr:No.ns:e DOORS SHOWN ABOVE MAY BE LEFT B2 2-n9 X 21/2"PFH OR RIGHT HAND OPERATING DOORS. SCREWS DETAIL D2 25 26 DATE: 02.05.14 2-49 X 2 1/2'PFH TYP.HOPPE --/ PFH SCREYlS MULTI-POINT SHOOT BOLT DWG. Y: CHK. Y: PLATE LOCATION wa G L�Ti M SS/MSS (RH PLATE SHOWN) - - - SCALE: NTS DETAIL 82 TYP.HOPPE 1-BOTTOM s„DDT D2 DWG.a:A010852A MULTI-POINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE P2098911• SHEET: OF9 q SILL SECTION VIEW C HEAD SECTION VIEW 2 INSWING SHOWN OUTS WING SIMILM , 2 INSWING SHOWN GUTSWING SIMILAR s[E GETAIL 81 sEE DETAIL nR .. - PREPARED BY: BUILDING DROPS,INC. • 398 F. N. BEACH—U.STE.338 UA4IA SFACH,El93(KW - F4%:1954i]fd I]38 4 1/2"TYP. 4 1/2"TYP. a cvcs:..•dH.sYza,PseMnb•+ 11/2"OFFSZj" F. 17 I m o J N 1 LL m p N O Q - 3 Cr Y aLL2 ^a ' F�-CL cr CL F raxQ m pa m Lu mga o¢ Y Q r4 Ur ~ cr Q Z a Z orWe O O Ln F- U y w 0O Z Q Q �L h t., . C � REMARKS BYJ DATE Add ADA Sill,MP Lock&Radius LE GI 06/2311 1 TYP.ANCHORLAYOUT 3 PTIONAL'3%BUCK IN CONCREfFII—ONRY IH#ORYMu1i a Int ixUYtNI ANO SUIWNOt 2C6.NSEN UFBUIILD-DOx P, C • WRITTEN CO.45ENi Ui UUILOINU UNUvS, ' PALIFNAIN)Nf,MUITONt.IUC t;.O%Of.l[K A:t•IN n15 COl'UN� iI FLA fi��S oro,v K,I 11/4"MIN.EMBED TYP. ```\\\���5 F.•%/Q����'' z j SEE TABLE ` ZX BUCK ANCHOR TABLE o _ u O G� 6'8"DOORS 8'D"DOORS = "O ,$ITT � O P�• MIN,EDGE MIN.CENTER / 41J ANCHOR MINQj Z Z, ANCHOR TYPE SUBSTRATE ' DIST.TO TO CENTER oP. • �� w - SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. �ii •, N = SPACING AT SPACING AT JAMBS JAMBS \\\\\ `2X WOOD BUCK - 2X WOOD BUCK INSTALL. 14i'm I W' ANCHOR PER BUCK ANCHOR TABLE ITWTAPCON 1/4" CONCRETE/CMU 1-1/4" 2-112" 4" 25" 30-1/4" oeNm"A". . _I r9PCcar.of AUTI:o—t oN No.19s:E ELCO ULTRACON 1/4" CONCRETE/CMU ld/8"-GONG. 1" 4" 25" 30-1/4" 3 2X WOOD BUCK INSTALL. 4 2X WOOD BUCK INSTALL. 1-114'-CMD DOSS SECTION 3 SIUE VIEW DATE: 02.05.14 NOTES: DWG. Y: CHK• Y: GL/TJM SS�MSS 1. '2X BUCK IS NOT FOR INSTALLATION AT SILL. _ - SCALE: NTS A 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.It::A010 8 52A . SHEET: O F 9 3 PREPARED BY: BUILDING DROPS,INC. 39d E.UAn U+9EACH—D.51E.33e _ 0•\v1A e:ACH.P1 13— � o 'a'E9:uuu.6ui!d.nC3roxm^+ it INTERIOR �EIfTER10ft EXTERIOR INTERIOR -•,0 4 I INTERIOR EXTERIOR lJ'.,O. m acc im a ct co 1 OPERABLE HEAD r3 OPERABLE SILL r4 OPERABLE SILL a a Z= 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING Z V ENDURA ZAIL4565F _ AFCO J-2297 � Q LLJ > �y �J JINTERIOR REMARKS BY DATE EXTERIOR •/ INTERIOR 7Add ADA sill,VIP Lack a Radw5 L3 GL06/2311INTERIOR EXTERIOR EXTERIOR �{1,� \1 .tiD50.�'':1 Y0155 xE•PODUCED Cv'NE+OIE OR PAxi•` ALIExA1+Oh],T➢U!nOnS.IxG)!1W++4I+hG.00.0f4[x 10 Ci 5 OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL o`�Es IF (� INSWING/OUTSWING 4 INSWING 4 OUTSWING �Q` d ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 ?• J' v . TT S�4aryAI.NOzoE?�5��� 39e E Dxia11141.4 .33d 11 DAuA aEAo!..PE�;v:-+ 3ti<EP f.OE AUin PI'A CU n0.:91)d 9 INTERIOR EXTERIOR B INTERIOR EXTERIOR DATE: 02.05.14 0 DWG. Y: CHK. G L1TJ M S fi: mss SCALE: NTS g OPERABLE SILL g OPERABLE SILL DWG.n:A010852A (� OUTSWING 4 OUTSWING SHEET: OF9 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 . PREPARED BY: HINGESCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC. PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP i9e E.UAN1A 6EACH 9LVU.8E.33Y DOOR HEIGHT QUANTITY Damaeeaa.11.13— HH(-13T3 7. FAz:(9EzI)33 i]38 6'-8" 3 'WM—bm!d,d, — W jo) A W Q Lu n� \ O m: 1 W CL> CO Wg 1819 1 \\ Z2 Jr-� j a LU n<z a Ln mY�LL INTERIOR INTERIOR \\ / F' • / �a Q #9 X 2.1/2"PHILLIPS ¢ F �J, % \ FLATHEAD WOOD SCREW. • Z ^u 3419X3/4"PHILLIPS W p[ FLATHEAD WOOD SCREWS - O 0y EXTERIOR EXTERIOR S 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-0"DOORS t 1 LOCK JAMB 3 HINGE JAMB REMARKS BY DATE 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR dd ADAsRI,MP Lc&&Radlus Lt GL 06/23/1 unrurr is rHL Fv�vezl - vD SHALL xOr vE vE�)ODUCEDrw xHarF OP YaxE� 9-#9 X 13/4"PFH 13-98 X 13/8"PFH(6'-8"UNITS) .nnoui,rnam o�ti r uF un:�nuc.oaori¢x 3-#8X2"PFH W/HARDWARE 15-98 X 1 3/8"PFH(8'-0"UNITS) an.fans mgsD«uM' 5xm ewAr 3m w1 8-#9 X 21/2"PFH W/STRIKE HARDWARE COMES W/HARDWARE W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) - 1-MPL STRIKE PLATE O //i 4-.MPL STRIKE PLATES 4-#8 X 1 3/8"PFH RS 21 1-REINFORCEMENT PLATE 20 - HOPPE 42512296 ••7py�j. 0 EXTERIOR EXTERIOR -13 - DAn�auc., INTERIOR o - INTERIOR mu:x3:or Arnim=raixn sa.ns:a 11 11 DATE: 02.05.14 DWG. Y. CHK. Y 4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK GL/TJM SS/MSS 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR- 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY SCALE: NTS DWG.#:A010852A SHEET: OF9 - 5 PREPARED BY: BUILDING DROPS,INC. As.E.DANIA SLACY 9LVD,sn 339 —A 9FACH,FL J3(IOd ' VH:195A)3D9-'a FAX:1954)75a1738 ' '.vEB'.•.vvb"i:dnCdropv.�n O V mama W o J m cc J W u ti . ap e _ .D- W Q m<zQ 1"MAX. 1/2"AIRSPACE 1 MAX. 1/2"AIRSPACE 1"MAX.. 1/2"AIRSPACE V,MAX' 1/2"AIRSPACE L Ln Q \L J Y TERIOR EXTERIOR INTERIOR EXTERIOR IN OR EXTERIOR INTERIOR EXIEAIOA Z 1/8"ANNEALED GLASS 1/8"ANNEALED GLA55 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS d Z N Wa 0.090"SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER "' 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER - Q 1/8"TEMPERED GLASS m 1/8"TEMPERED GLASS N 1/8"TEMPERED GLASS z m BY DUPONT J 1/8"TEMPERED GLASS OEz O 3§Sy DOW 99S SILICONE m{� DOW 995 SILICONE DOW 995 SILICONE DOW 995 SILICONE W� 22 22 7 23 24 . REMARKS BY DATE REDI-SEAL REDI-SEAL y '' ':......_..-. DOW 995 SILICONE Add ADAsill,MP Lack&Radius Lt GL 06/23/1 1 6'-8" GLAZING DETAIL r2 8'4' GLAZING DETAIL r3 FLUSH GLAZE DETAIL r4 GLAZING DETAIL 6 20 1/2"MAX.D.L.O.WIDTH 6 20 1/2"MAX.D.L.O.WIDTH _ 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 62 1/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-50 PSF ONLY us DOLI:mLN�l HL�.o".Xuul s"uu�r."cflen...c E•vODU<FD�N'.vNOLF Oa FAIT 4YIIs WvJ�1ls C0.11 Ov '.rtI'LDFDFS,MC. YALllvniWN1.MUinONS.lI,r nYf..r>x DIH[P. AflIIN IM.-,�I����nul�,w N,IrTlo ANo DOES F./01 10=aqC DP'r,••�� ' - -Iti CIA t.O:AUiUO^I:X1:pU!A..SS:fl DATE: 02.05.14 . NOTE: FRACTIONAL GLAZING,INCLUDING INTERNALGRID,BLINDS DWG. Y: CtH•K. Yp:� BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON G L/T.l M .7S V ISS AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING SCALE: NTS DETAILS SHOWN ABOVE. DWG.4:A010852A • SHEET: OF 9 6 �- PREPARED BY: 2X WOOD BUCK BUILDING DROPS,INC. • 39H E.OANIA BEACH HLV°,sl-33H . �,�„ u,PH:(9510J-84I MIN Sr _ i o w / WOOD ANCHOR eaxagsap3a+aH EDGE DIST. / rj m / wca: .,.uw:aoznroos.�m SEE TABLE SHEET oF— SEE TABLE.ON SHEET2 SILICONE W M. W 2X WOOD BUCK* ? mom za i �, Oq 0 2 W - 4 0 w w LL^< 0 x / 0.25" c�yr / / SH"M 2X WOOD BUCK WOODANCHOR CO • SEE TABLE ON SHEET 2 MIN.EMBED.' SEE TABLE SHEET 2 c N 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL o wa 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED W ENDURA ZAIL4565F Q SILICONE E . SILICONE SILICONE REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA sill.MP L°ck&Radius L[GL 06/2311 2X WOOD BUCK uO voiwiu Nmefx��vooureonvNNaL—a" I wuu°ut wkirrtN c°rvseNr uv ewwnm cx°x's.Ne. ' auexntu>vx,nmm�uvs.wo+n¢,rovu:.on°i mx OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ``��SS��S F..I�O AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 `�fie`••• ''l �,p i : v . $T�TE �4af1F 1?toE?%% —� E 3eeE otppl�yWSssH SILICONE SILICONE SILICON ('ILU !1� _ oavnaE<cu,ru;x+ f014'<[xt.U'.nIf11Ox1:.1ION t+0.S33'+e 2X WOOD BUCK ZX WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. Y: g OPERABLE SILL 9 OPERABLE SILL 1 OPERABLE ADA SILL SGUTJ NTS SS/MSS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 DWG.is:A010852A SHEET: 0 F 9 7�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW 7 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. - - PREPARED BY: MIN. 1K WOOD BUCK' BUILDING DROPS,INC. EDGE DIST. w (OPTIONAL) SILICONE' .6--IAdEA H,i L!!(1A3.334 SEETABLE SHEET2 NN ` vn.iAw3dsAArA ' � Z O w. .. :.• FAX:IAS4)]44.1738 O Q �.• . %j// II 'A'Ed:,xn'u Su dn6lr�cs^nn i CONCRETE ANCHOR [=' r w SEE TABLE ON SHEET 2 CONCRETE/ - L. w m MASONRY •? %/ 4 CONCRETE/ j Jm p m z r4- BY OTHERS % ' �w a',� � MASONRY BY OTHERS -{It--- cc 1%W000 BUCK ' ~ w LL~a (OPTIONAL) 0.25" O d F m a LL c f.x.L � SHIM '"O• SHIM �U � CONCRETE ANCHOR \¢ N CONCRETE/MASONRY BY OTHERS SEE TABLE ON SHEET 2 O W MIN.EMBED. '0-�_ F �J, SEE TABLE SHEET a W ^a 1. Of HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL u W Z Jp� 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED { ; ENDURA ZAIL4565F _ p u ja��lt+ �Ir SILICONE SILICONE SILICONE ' REMARKS BY1 DATE d .d Add ADA sill,VIP Lack&Rtdlus Li GL 06/2311 d d d .Q d d .Q d d C.. O. CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS „uiHn;i nor a tv?ioou�Eurw-11 oa aAi'rr•c vnnrou*wkurEx caysexr cE wnmee caoln,:rvc. urc lw uM=>♦�+�nor�EN n+rtrEu.+nn 4 OPERABLE SILL ( OPERABLE SILL r7 OPERABLE SILL \,o\��s F. OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED _���Q` .• CC,p���, AFCOJ-2297 AFCO A-276/P-2000 AFCO H-497 O . -a• $TT � � btu • �i OAF '••......... G�'c``: !I= .__ ._^ SILICONE SILICONE SILICONE I ,S(Q(µ&�E�\\\\\ r--r,r� '3:rc E cvhA111LLi1�.S�E.ua d d d :d G d d monxr.oEAuroonlrancru ro.ass:e Q d CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS SYOTHERS BY OTHERS DATE: 02.05.14 $ OPERABLE SILL g OPERABLE SILL 1 OPERABLE SILL DWG. Y: CHK. Y: S OUTSWING-NO ANCHOR REQUIRED 8 - OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING/INSWING-NO ANCHOR REQUIRED G L�T)M SS�MSS AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 ADA SCALE: NTS DWG.a:A010852A ' SHEET: OF9 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM O EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. o PREPARED BY: - BILLOFMATERIALS ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q ITEM# DESCRIPTION MATERIAL 20 W/SILL SHOOT BOLT PLATE 92098911 FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE ® 39tl F.Vin1A 5?ACM SlVO,Si=.33a d".S c.'Fr 31POT 1 FRAME HEAD/JAMBS LAMINATED VENEER vna5s+135ve<rn LUMBER IL Fa%;(95apaad:38 COMPOSITE Q 2 (NOT USED) >a c 3 (NOT USED) 4 ENDURA ZAIL4565FTHRESHOLD - u.l O p 5 AFCO J-2297 THRESHOLD - ct� Q a m Ow � � wLL 6 AFCO A-276/P- I) - .O a 0 m LL 7 AFCO H-497 THRESHOLD 0 0©0 o g AFCO A-117 THRESHOLD ° Z_ 9 ENDURA ZOBL4565F THRESHOLD - _^ O° HANDLE a ^ 0 O o o HEIGHT O .Z Q W° 30 ENDURA HCI5000 ADA THRESHOLD - °P 4 co URETHANE FOAM& No J O 0 W z 11 WEATHERSTRIP POLYETHYLENE o c O Qo q Lu 12 - NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE e HANDLE - 6 0 I•y`r. 13 (NOT USED) HEIGHT Q lq (NOT USED) - C�o ID1. O� u 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 0 REMARKS IBY DATE 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL `a .w Add ADA sill,MP Lock&Radius Ls GL 06/2311 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL - - 18 m KWIKSET LOCK SERIES 400 STEEL _ .6 19 KWIKSET DEADBOLT SERIES 780 STEEL m O uun:»ee.uODUCED uwm 1ORPART.e ROCKWELL MULTI-POINT TONGUE LATCH#732287G8 6-8 UNIT _ sw'3xm ear:>coou<Fom wxx,e oa vavr 20 R I ROCKWELL MULTI-POINT TONGUE LATCH 11732287808-0 UNIT STEEL 'oh an. w.3nm:oxsexr uc auuu xo crRoo;:xe. W'Tjjonnoxs,,momoxs. 0.63" — xasir�`Is wxuM��r�%xorve�r.'+inlo.wn 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL F../1/Q�!i�,' 22 ODL LITE KIT(LMI) 6063-T6 ALUMINUM 23 FLUSH GLAZING LEG FIBERGLASS '• \ �' !' ^ a 7qy_... .. 24 ODL LIPLITE KIT(RADIUS LITES) PC•ABS 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL' —1 1.135" l n ��Q�'•:9( P:•��2!/� 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL �� •••••, G� `` FRAME HEAD/JAMBS ENDURA ZAIL4565F AFCO J-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH) 1 4 O THRESHOLD O I THRESHOLD 25 1 � Yiaal�a��m�3JD VARIES,SEE BOM ABOVE O THRESHOLD aec w J-. � 3iura r.uc nomw rar:ex r:°.:es:a s Gam" r�l OO Jj 1 I 4.563" asfi" I 5.62 I as7" F 1.71' DATE: 02.05.14 CHK. Y: ' O AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) C L: SS MSS O O THRESHOLD - 10 THRESHOLD 26 SCALE: NTS DWG.#:A010852A SHEET: OF9, 4.58" 1 0 5.00'. 1.75 '1\ 9 �� 4.62„ --I o ` 4,56" I _ o 399 East Dania Beach Blvd. BUILDING DROPS Suite339 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report rt Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Impact Approved For use outside the .High Velocity Hurricane Zone (HVHZ) for Florida Product Approval . Report No.. 2751. Current Florida Building Code Method: 1 -A (Certification)- Category: Exterior Doors Sub - Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone Material:, Fiberglass Product Dimensions: 3'-0"X C-8"(Nominal) 3'--0"X 8'--0"(Nominal) Prepared For: % 0%11ri1+r11// JEi.M-� 't�.1�, ine. .� -��S F• 3737 l.;ikeport Blvd. � �, ��•� .. 'A Klamath Balls, OR. 97601 � '• � 7 Prepared by: Hermes F. orpro, P.E. �Q • T. T P. Y Florida Professional Engineer#73778 Date: 09/22/2014 "' `S1O �� Contents: //i/rlr Ni Evaluation Report Pages l —4 Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero,P.E. Reason:I am approving this document Florida No.73778 Date:2014.09.26 15:47:39-04'00' BUILDING DROPS A Perfect Solution.in Every Drop Date: 09/22/2014 Certificate of Authorization:29578 Report No: 2751 i 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 Full Lite Impact Approved For use outside the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-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 1a 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 A010852A,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 A010852A require further engineering analysis by'a licensed engineer or registered architect. 5. See Installation Instructions A010852A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 . • • BUILDING DROPS /2014 A Perfect Solution in,Every Drop Date: 0 Report No:o: 2 2751751 Certificate of Authorization:29578 Quality Assurance Entity: 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 (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 Laboratories (FBC Organization# TST1589) Report# Report Date: NCTL-210-3918-01 10/04/13 NCTL-210-3924-02 12/18/13 SJ W 2013-231 12/03/13 SJ W2013-234 12/09/13 SJ W 2013-235 11/26/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJ W 2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 SJ W2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-393.0-02 03/10/14 SJ W 2014-068 07/07/14 SJ W 2014-071 07/07/14 SJ W 2014-069 07/07/14 SJ W 2014-079 07/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization# TST7638) Report# Report Date: SJ W 2010-003 01/11/10 Hermes F. Norero, P.E. Florida No.737.78 Page 3 of 4 V BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Certificateof Authorization:29578 Report No: 2751 3. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Installation: 1. Approved anchor types and substrates areas 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 X"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 X" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(A010852A)for anchor spacing and more.details'of the installation requirements. Design Pressure: J MAX.OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSUWINGi IMPACF " WIDTH HEIGHT RATINGS POS. NEG, POS, NEG. X 3`-0" 61-811 50* 5o 50* 50 . LMI&SMI X 3`-01' 8tn0;t 501, SO so* 50 LMl&SMI Hermes F. Norero, P.E. Florida No. 73778, Page 4 of 4