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Florida Building Code Online f _ 'e F, irfiWa can I _ j R"F1 I p Ir� *d5ks Y� 4 Zlti `a�a° Y-4 ?-..._-��.�..._._.-.. ...._�...�...» h ,�.. :}FLO J' �w...Ilw.m^u..r'""" bv�a`•fc. �11B Y' �iZ1 "il C or da e ,�,�(ncnzo BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications I FBC Staff BCIS Site Map Links Search Busines�� � Professi�nal USER:Public USER:Public User �ror{utt Aooroval igen->Product or AoDhr tion Sparch>Ao Dli a inn List>Application Detail l� ' ]t3 FL# FL16674-R4 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd {,•' Klamath Falls, OR 97601 e � (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E1886 2005 k" ASTM E1996 2006 EE ASTM E283 2004 t• ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By L w littp://www.floridabuilding.org/pr/pr_app_dtl.aspa?parain=AvGEVXQwtDgsHepng4`/o2fS6cIYO813ShBDtAgGAG5Owec%2bKtl WG4ck62A%3d%3d[IO/14/2015 10:24:49 Alvi] Florida Building Code Online EII affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity DYes ONo ON/A �N Product Approval Method Method 1 Option A k Date Submitted 02/20/2015 Date Validated 02/20/2015 Date.Pending FBC Approval Date Approved 02/28/2015 Summery of Products FL# Model, Number or Name Description -- 16674.1 Design Pro/Smooth Pro Single(X) Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011919.01-R4.odf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011919 R4 pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 X" Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010851A SS 2014-09-26.cdf ° Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports ` FL16674 R4 AE PER2750 SS 2014-09-26.odf Created by Independent Third Party: Yes 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011918.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI01.1918 RS.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010852A SS 2014-09-26.pdf f Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE P R 7 1 SS 2014-09- 6 odf Created by Independent Third Party: Yes 16674.3 Design Pro/Smooth Pro Double(XX) Impact Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC N1011916 01-R4 odf Approved for use outside HVHZ:Yes FLI.6674 R4 C CAC NI01.1.916 R4.[2df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010853A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2752 55 2014-09-26.odf Created by Independent Third Party: Yes 16674.4 Design Pro/Smooth Pro Double(XX) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011917.01-R4,pdff Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011917-RS.12d Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other:6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions wi FL16674 R4 II A010854A SS 7.01.4-09-26.p_df Verified By: Hermes F. Norero, P.E. 73778 linp://xvww.flotidabLtilding.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDgsHepng4%2fS6elYO813SbBDtAgGAG50wec%2bKtI WG4ck62A/3d%3d(10/14/2015 10:24:49 AM] Florida Building Code Online Created by Independent Third Party: Yes Evaluation Reports .,; FL16674 R4 AE PER2753 SS 2014-09-26.odf Created by Independent Third Party: Yes 16674.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque Fiberglass Door #f Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1.6674 R4 C CAC NI011922.01-R4.odf �. Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011922-R5.Ddf i �. Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010855A SS 2014-09-26,1df Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports [ , FL16674 R4 AE PER2754 SS 2014-09-26.odf s Created by Independent Third Party: Yes a 16674.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Glazed Fiberglass Door Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ: No FL16674 R4 .A NI0119 4.01-R4. df Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011924-R5.12d i Impact Resistant:Yes p Quality Assurance Contract Expiration Date � Design Pressure: N/A 03/30/2018 Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010856A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes fi Evaluation Reports FI-16674 R4 AE PER2755 SS 6 Rdf Created by Independent Third Party Yes - 4 - -- ........ _ ... _........................ - ----- --- - —... ._ --- - ........----- .._ _ 16674.7 !Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque E Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC N1011914.01-R3-signeddpdf ,'. Approved for use outside HVHZ:Yes FL16674 R4 C CAC 1\1I011914-R5.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date (. Design Pressure: N/A 03/30/2018 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A07.0857A SS 2014-09-26.pddf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes - Evaluation Reports � b FL16674 R4 AE PER2756 SS 2014-02-26j2df Created by Independent Third Party: Yes 16674.8Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Glazed Fiberglass Door i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011915.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011915-R5.pdf 1 Impact Resistant:Yes Quality Assurance Contract Expiration Date ! . Design Pressure: N/A 03/30/2018 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions t FL16674 R4 II A010858A SS 2014-0 - 6,}Zdf Verified By: Hermes F. Norero, P.E. 73778 n x Created by Independent Third Party: Yes Evaluation Reports FL1.6674 R4 AE PER2757 SS 2014-09-26.odf Created by Independent Third Party: Yes 0 -�z Contact Us::1440 North Monroe Street.Tallahassee FL 12199 Phone:850-487-1824 r The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement ., ad 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 lifp://www.floridabtiilditig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e1YO813SIiBDtAgGAG50wec%2bKtI WG4ck62A%3d%3d[10/14/2015 10:24:49 AM] Florida Building Code Online 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 click here-. Product Approval Accepts: MID ®Ed aimsccurd}ist�'ratec�; littp://%%,%vw.floridabtiildiiiL!.org/pr/pr app_dil.aspa?param=wGE V XQwtDgsHepng4%2fS6e 1 YO8I3ShBDtAgGAG50wec%2bKt I W G4ck62A%3d%3d[10/14/2015 10:24:49 AM] NOTICE OF PRODUCT CERTIFICATION cc>:RTIF7, CERTIFICATION NO: NI011919.01-R4 \M° DATE: 03/26/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN ��arstisc•.'� p G � CODE: 822-1 � 1ED Qaa `.t REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification'is valid,please visit wNN-"-.NA1,I1Certification.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" Fiberglass Opaque In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame: W-952mm(37.50") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") 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: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/NCTL-210-3924-01/NCTL-210-3925-03/NCTL-210-3930-01/NCTL-210-3930- 02/SJ W2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-1671/W-1711 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 NOTICE OF PRODUCT CERTIFICATION t �� Xti�,.. T,rir CERTIFICATION NO: NI011919-R4 DATE: 03/26/2014 a CERTIFICATION PROGRAM: Structural 16 COMPANY: JELD-WEN C1, Sm CODE: 822-1 REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit www.N.4A,llCerti.ticatioti.coni 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" Fiberglass Opaque In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X IS Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame: W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") 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 Qualities Configurations:x AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/NCTL-210-3924-01/NCTL-210-3925-03/NCTL-210-3 930-01/NCTL-210-3930- 02/SJW 2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-1671/W-1711 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 DY: 371 2"MAx. BUILDINISDROPS,INC. ffLD-WEN 4 D O W S & (D O Q R5 C.A.WIDTH) :Pec.9.r::nrl—l"P.su.ata a 1 .ASA—:+••i33' 37 I/2"MAX. us:ivsn]r-,.an9 wC9www.nubam[a,ncn-. DESIGN PRO/SMOOTH PRO s O.A.WIDTH IMPACT APPROVED ® Lu o Z l'— FOR USE OUTSIDE THE-HIGH VELOCITY HURRICANE ZONE(HVHZ) ( a N cc o LD z o i to 9 g ti� O Qom_ :61 s oOiOc GENERAL NOTES: +w 5 6 Q m n s 9 y�j 4 Z Z •^Y a LL s 8E uj O Zig 5 i9 V O C9 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MA.NIIFACTURED TO COMPLY W!TH THE CURRENT Z i7 a s 3 Z s ACTIVE z CC C Q Q r�* INTERNATIONAL BUILDING CODE(IAC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE H?•= s O ACTIVE +y 5 ® = Z Q- � z L.t; (FBQ,EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: O W Q L-t • ASTM E293-04Lu z = O— W 'z Eta< • ASTM E330-02 O / / 0 w ?_ • ASTM E1886-DS • ASTM E1996.06 • AAMA 1304-02 O-N • TAS 202.9: w W 3 X4X5 4 7 R 9 l a 5 6 7 a 9 a 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2%FRAMING A5 A MAIN WINO FORCE a a a s s s < 4 < a a a �1 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 �iTYP•ELEVATION S n TYP.ELEVATION 2 REMARKS BY DATE INSTALLATION. sv ocw Nucx] o•a•pooaxstcxt Add ADA sill,Muki-Pdnc COCk 61 06123114 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ANC MAY NOT REFLECT ACTUAL CONDITIONS FOR Add TAS 202.9EStanda+d 6:4 o9/z2n4 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT, 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT v`iNo:n wamriNm.P+ux of om•inwi•o wi.uc. RESISTANCE FOR WIND ZONE 3 OR LESS. .un.m,a,.crrcws.,R^,v.us.n.aa:n. e•xrsmnn�`1jf�.ar tonxo 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH c ������5 F••jvO•'jai DOORS ARE QUALIFIED. 77 6, NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE IWTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT =* ••k;3 ?$J-•:'A' PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY NOTE: OVERHANG SUCH THAT OVERHANG(OH)RATIO-OH LENGTH-CH HEIGHT IS t 1.0 DOORS SHOWN ABOVE MAY BE LEFT F( OR RIGHT HAND OPERATING DOORS. ;••/ T/�T I PANN OCACn,it]3Wl ABLE OF CONTENTS tRPf CFfi 0f LJTMOR1Pi-0N 40.]9S]8 SHEET REVISION SHEET DESCRIPTION Igltzlly signed by Hermes F.Nwero.P.R. eason:I am approving this document 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.0926 15:42:34-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 A OPTIONAL 2%BUCK ANCHORING DETAILS DWG. Y: I CHK. Y: 4 AMAX.OVERALL C VERTICAL ASSEMBLIES DESIGN PRESSURE(PSF) GL TJM $$ M$S NOMINAL SIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATIONNS®G OlITSWING IMPACT SCALE: NTS 6 A WOODSUBSTRATES WIDTH HEIGHT RATING DWG.R:A010851A 7 A CONCRETE SUBSTRATES X 3•-0" 6'-8" SD• 50 50• 50 LMI&SMI SHEET: OF8 8 A COMPONENTS&BILL OF MATERIALS - A 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 INSTALLATION NOTES: ?a(PAREC BY. 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. LJ 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 1116 INCH OR GREATER OCCURS.SHIMS)SHALL BE wa 1.nnrA nrA:;.xvc.sTr na CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. w+rcn srnal.pt 3a rb.19Sa0?4 ax?s rA%:19:•aP:•'aY55 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO rres..-r..•.•.m�kt^ca.wa.bT STUCCO.FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 37 1/2"MAX. C) 8 MANUFACTURER'S INSTALLATION INSTRUCTIONS. O.A.WIDTH O Z o m ro 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR "TYP, q C) o x m JOINTS.EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C7 tiQ •" SHELLOF BLOC%. > .- a m > 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SANTE AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. I O\Q O 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE a Q FOLLOWING PROPERTIES: Z tl O: •�'^ A.WOOD-MINIMUM SPECIFIC GRAVITY OFO.S5. r- VD C7 C) a B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH '�+= m ZOF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 n tiPSI.D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTHOF 2000 PSI. =LLZ R. SEE SHEETS fiAt40 7 FOR MORE DETAILS OF THE INSTALATION REQUIREMENTS,INCLUDINGANCHOR '" LOCATIONS,EDGE DISTANCES,EMBECIv1ENT5,AND SHIM SPACING. O z2 '^ ~ REMARKS BY1 DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE AREACHIEV£D. Add ADA sill,Multl-Pdt. k GL 06/23114 Vr_ I ANCHORTABLE ,111"DOORS 8'0"DOORS A2 nnuilwm ni xeonoo:xic r�w,"wt"ibu•ni4 u1i,by1 xxm[v[O.SLvi br Wib:A4 pnOM.uL nnas,.u-nmxxw ANCHOR MIN, MIN.EDGE �TYP.ANCHOR LAYOUT oxoN`+����ni"=;aWb°rio no ANCHOR TYPE ANCHOR SUE EMBEDMENT DISTANCE M!il(.O.C. MAX.O.C. sa•aer GobaxElam \\ 4� SPACING AT SPACING AT F' IAMBS IAMBS ����Q';✓r,• �,-�fi,A��� NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. �t [yY' • •J� WOOD SCREW 410 2X WOOD BUCK 17-IDS° t•1R" 3/4^ OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 2-1/2" 17-7/2" 17-1/4^ „ •:•i TA� �OF ;•w` O� ;9CpR1VP. '41 ELCO ULTRACON 114” CONCRETE/CMU 1.313"-CONI17.1/4• %��is ••••••••••�1G\\�� 1 1/4" CMU i NOTE: rnrr ctnr.w ntm•.oxlu+raN w.nsra 82 DS SHOWN ABOVE MAY BE LEFT SCREWS` 2-a3 K S 1R"PFH DOORS OR RIGHT HAND OPERATING DOORS. DETAIL 02 25 26 02.05.14 ' 2-03 z2 tR^FFM TYP.HOPPE DATE: PFH SCIMULTIPOINTSHOOT BOLT DWG. Y: CHK. Y: PLATE LOCATION DETAIL B2 (RH PLATE SHOWN) GL�TJ MIkI SS MSS TYP.HOPPE 1-BOTTOM SHOOT D2 SCALE: NTS MULTI-POINT SHOOT BOLT BOLTPLATE Owc.a:40108514 PLATE LOCATION HOFPE e7093917 SILL SECTION VIEW I-C,�HEAD SECTION VIEW SHEET: OFB 1NSVANOSbpNN WTCSSNG SIN9LU WswMasNOYMODfMwNuaw Sr[tlRAR 61 S[C O[TAbbt P0 PARED BY: /(2� BUILDING DROPS,INC. 19F40 Nofx Ntvn..5fe..Ile O4NA YsACH,,e a,�� N:I9•d1i99-br:8 Y4Y'{95J�Nd ONO 4 1/2•'TYP, 4 7/2"TYP. a afn w,w wde:n r," 11/2"OFFSET Y` >m cc ( $ CL °n== o ~00 =Q ga= n 04 mw mga� r x m S a N ur ya QZ 00 W° 2 ° $ O Z E. J N �- r REMARKS BY DATE Add ADA 04 t"'tFPNM tack GL 06/21/14 ANCHOR LAYOUT �/bvnowLu eucY RimxtAereJ6Uwxxr .roixuixnm ne`•virn::crovna:cca v..r� �imm� nnnx Fuxsexr or eutaxe oaox axe ripvs.wuncxs.wc x:mcic.ox o:xfY ..,x4sro rnseocY,,r��xn � a 11/4"MIN.EIviBEDTYP. F. �N SEE TABLE ZX BUCK ANCHOR TABLE �C: /••O ° 6'8"DOORS BIO"DOORS -0 O' T TE Z i APS MIN.EDGE MIN.CENTER ANCHORTYPE ANCHOR SUBSTRATE MIN. DIST.TO 70 CENTER ;�C O'H(OP;.` F v g SIZE EMBEDMENT MAX.O.C. MAX.O.C. i T �_$ u2 SUBSTRATE DISTANCE (2 0 o i BUCK INSTALLIAMBSIAMBS SPAT SPAT HOOD ���/Stk�Crl►�.dEai������` 2X WOOD BUCK 2% . u,' ANCHOR PER BUCK ANCHOR TABLEfaco� dWiS, s..uY 1TW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2.112" 4" 25• 30-1/4" nuns orao£ne»sa fU�'e[fU1.U•L9✓A IfM1r4x Nn}95}Y ELCO ULTRACON 1/4" CONCRETE/CMU 1.3/3,-CONC, 1' 4" 25" 301/4" [�2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/4"-CMU uosssanc« su4 Hnv DATE: 02.05.14 NOTES: DWG.GL TJM SS MSS Y: CHK. Y: 1. ZX BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.M:A010851A SHEET: OF8 3 PREPARED BY. BUILDING DROPS,INC. 1'ti(99h1;99 bt`E `.\'` `' �O lY[II.aaY..bwaint?rryscrv+ 11 \\ \ 11 INTERIOR EXTERIOR 12XEER13R /. INTERIOR 4 1 INiERICR EXTERIOR [� S ta OPERABLE HEAD OPERABLE SILL a OPERABLE SILL 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING U W. ENDURA ZAIL4565F AFCO J-2297 D W� 11 EXTEF.IOR INTERIOR REMARKS BY DATE INTEAIOP. EXTERIOR / 7 INTERIOR EXTERIDR Add ADA,111,mule:=PoiM Lock GE 5/23114 10 wY4lt YOr Pl o! Cpl[ke'I'lllG rtvD.rt namfrvmkxar or euunnc o+coi�.ec. rmas,owruor•ms o OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL ,� ;;�Yn° Bxew.•r b�r�aJ�,Ma,.,lno.rve INSWING/OUTSWINGINSWING l� �qqq\?/� OUTSWING ENDURA HCISOOO AFCO A-276/P-2000 OPTIONAL AFCD H•497 � TttTElO� tr u ,gee Bi�f9'I'neua���k`,!e t1AYW Bfe�.n9LL'M 9 INTERIOR EXTERIOR Iw:cc"z cf nufna rulory rvo.:snle R INTER100. EXTERIOR '/• ' ' ( DATE: 02.05.14 GLITJM SS�MSS X81 OPERABLE SILL OPERABLE SILL SCALE: NTS DWG.x:A010851A 4 OUTSWING —4 OLITSWING SHEET: OF8 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 PREPARED BY: - HINGE SCHEDULE HINGE DETAIL AT JAMB: PLACE 09 X 2-1/2-PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY BUILDING DROPS,INC. 6,.g•, 3 .Isx 1.;mnu-1.—.,1+1.aAN ) 13m, ou ns.lrov,rru vrtar,"w euaemsarom.com 1 $ 1 18 19 LLJ #.R co tc to INTERIOR INTN CA 1-99 X 2.1/2"PHILLIPS QFLATHEAD WOOD SCREW 4Z: 3.49 X 3!4'PHILLIPS Z FLATHEAD WOOD SCREWS DWe EXTERIOR EXTDQt.4'99 PHILLIPS FLATHEAD WOOD SCRE'A'S USE 3,4"LENGTH FOR 6'-8"DOORS = USE 1"LENGTH FOR 8'-0"DOORS ax LOCK JAMB HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Add ADA$111.Muni Point tock GL 06/23/14 9-119X13/4"PFI{ 3-g8X2"PFH 13-118X13/8-PRE(6'-R"UNITS 8-09 X 2 1/2"PFH W/HARDWARE W/STRIKE HARDWARE 15 COM-118ES X 1 3/8"PFH(RUNIT51 W/STRIKE HARDWARE 16'-8"&8'-0"UNITS) 1-MPL STRIKE PLATE S YJ/HARDWAREE 4.MPL STRIKE PLATESoiv:u cm xi aewn.mn 4-98 X 1378'PFH vni,om xwntx w uv+or ocamw on»icc. 20 21 1-REINFORCEMENT PLATE v os,APonmw,cxsmuk.c+o;"i" HOPPE 42512296 runu nr"cea;nmu.o o .vo j EXTERIORF.EXTERIOR 10 IR �O�••9C pRtvP. �fu4'. INTERIOR o INTERIOR moi '••......•'' \ WN+A A[A(li,n l?NA 11 11 rnv$ttvr.a+unar.ur sx xo.1v$Ae ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK 5 OUTSWINGSHOWN-INSWING SIMILAR S OUTSWINGSHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE' 02.05.14 DWG. Y: CHK. Y: GL TJM I SS MSS SCALE: NTS DWG.e:A010851A SHEET: OF8 5 PREPARED BY: 2X WOOD BUCK BUILDING DROPS,INC. h11N, `^r l9l t.�IA 6f 4CiLf t 3:ppif i!tl EDGE DIST. m m WOOD ANCHOR ✓aq^s+hv9 aim SEE TABLE SHEET Y o _— SEE TABLE ON SHEET 2 �I WEB'xw��a:C.yGeptsr,. SILICONE wN W J 2X WOOD BUCK %% (•_J o"fin _ Ln a a�mm rX� / B2s^ a OO F- ID C) SMAX.HIM 2x WOOD BUCKo CL � m a WOODANCHOR SHIM Q � M x SEE TABLE ON SHEET 2 MIN.EMBED. L. SEE TABLE SHEET 2 4 U In HEAD (TYPICAL) ® JAMB (TYPICAL) t�� OPERABLE SILL N o w` 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR \ „ J� INSWING•NO ANCHOR REQUIRED Q O ENDURAZAIL4565F ?3' SILICONE Wi SILICONE SILICONE REMARKS BY DATE 2X W0OD BUCK 2X WOOD BUCK Add ADA sill,!,lolti-Point to.k G4 C/21/14 2X WOOD BUCK r xr.�iwuxni x�xtrxmay 'w,.o�t ox vA 4 OPERABLE SILL 6 OPERABLE SILL _ OPERABLE SILL t� M11 �xcrs xi aWA�P45. �Guyr6flPOMA 7 x�xGt t:t xROCIy �}9F x]?o.t1NITtDtxx 6 OUTSWING-NO ANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIREDF. AFCO JI4297 AFCO A-276/P-2000 AFCO HA97 O�O�Q-�', t••,<. ...111�4 h {{ ,t Ok SILICONE SILICONE SILICONE iw[.2oi%�JfiM1� �iye oAvu etxwnxloo+ . rte_, fare nxf.uv xurxcxrhnov fro:vns 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 OPERABLE SILL OPERABLE SILL � OPERABLE ADA SILL DWG.BY: SSLMSS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING•NO ANCHOR REQUIflED6 INSWING/OUTSWING•NO ANCHOR REQUIRED SCALE: NTS AFCO A•117 ENDURA ZOBL4565F ENOURAHCIS000 AO1O851A DWG.4: SHEET: OF 8 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY. MIN. IX WOOD BUCK SEE EDI D EOG€ ST. r / (OPTIONAL) GESHEET z BUILDING DROPS,INC. Z_O u / �AN�A L(ACN.fI Il:fa CONCRETE ANCHOR SILICONE rnn•.salimrsala ,•: ',• '' SEE TABLE ON SHEET2 tnx lesapa:.a�,v xes.v.ww o:,ee,,vlr,°cmr W w CONCRETE/ MASONRY z a BY OTHERS % CCNCRETE/ o$ f tW ! MASONRY m a m BY OTHERS 1X WOOD BUCK 'ALn =W F—. I I 0.25" O Q d:i MAX. p C jam.. ren ox"' CONCRETE ANCHOR SHIM h a Ln m a SEE TABLE ON SHEET 2 —` CONCRETE/MASONRY BY OTI4ERS J° MIN.EMBED. (TYPICAL) 2 SEE JAMB(TYPICAL) 3 OPERABLE SILL w` � HEAD TYPICAL J _ �� OUTSWING SHOWN-INSWING SIMILAR e OUTSWING SHOWN-INSWING SIMILAR 7 INSWING•NO ANCHOR REQUIRED p Z ENDURA ZAIL4S65F O �+ a SILICONE SILICONE SILICONE o r d d d REMARKS BY DATE •Q d d "� d d .Q d d Add ADA SIR,Mufti Poi°t Lock Gl 06/21/16 C. IMASONRY CONCRETE/ CONCRETE/ CONCRETE/ MASONRY BY OTHERS BY OTHERS BY OTHERS o.w ve.vr�n�w wHxco:�ravr av i�wi ivmm+cuvs<Nr or eunan,ocor...c. urevarnNr..oa tw++i wemrirwe.en ornea OPERABLE SILL OPERABLE SILL v-°Aato,A;Wit' r 4t © 7 OPERABLE SILL 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED F.IVO F AFCO!-2297 AFCO A-276/P•2000 AFCO H-497PO �� '• TT 9F ' SILICONE C SILICONE SILICONE O�•• g( �� '��� �-_•.�• sv---�r ii��'t(st{s�a�tPp�,.LI`.,i,'�p��¢��G` "4 d' 4 d ' d• .d .d Iw[w��i.ffiPt'1'64•l �iaa Q \\—CONCRETE/ O d t°PI CIIB.I;x AVYMO:J.aYCNi NU.'i5»a Q CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS 8Q OPERABLE SILL OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 QUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 DUTSWING/INSWING-NO ANCHOR REQUIRED DWG, Y: CHK. Y: AFCO A-117 ENDURA ZOBL4565F ENDURA HCISODO ADA GL�fJ M SS MSS SCALE: NTS DwG.a:A010851A SHEET: OF S E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED" PflfPAPI:D BY:J[}V BILL OF MATERIALS O ROCKWELL MULT-POINT LOCK O HOPPE MULT-POINT LOCK 17EN1# DESCRIPTION MATERIAL 20 21 W/SILL SHOOT BOLT PLATE#2098911 Q FINGER-JOINTED PINE SOUR PINE O BUILDING DROPS,INC. 1 FRAME HEAD/JAMBS 09 19A l Ct.Niq SCACN,q ry0y.•fya LAMINATED VENEER M.IIA 11384.6^•+a LUMBER O rna In•,ai;«a�3.a COMPOSITE wim.awmn!:Imylrna;ns. 2 (NOT USEO) B 3 (NOT USED) $, 4 ENDURA 2A1L4565F THRESHOLD - O cr p c 5 AFCO 1-2297 THRESHOLD - Q.q Q 4 m 6 AFCO A-276JP-2000 THRESHOLD - Op u" 7 AFCO H-497 THRESHOLD C e ® 4 a OJ ^c mi 000 8 AFCO A-117 THRESHOLD ILJI �� p m 0 9 ENDURA ZOBL4565F THRESHOLD - • U O HANDLE 111 C p n y 30 ENDURA MC15000 ADA THRESHOLD - O —^ HEIGHT- �/ Q C �m o uP o I t�O W W e 11 WEATHERSTRIP URETHANE FOAM& C ;,f CJ: q F_ POLYETHYLENE n 0 o 0 Qa W t`ytl 12 NON-COMPRESSION SHIM)0.25"MAX.THK.) COMPOSITE HANDLE 6 {� Z 13 (NOT USED) - HEIGHT 14 (NOF USED) - C=) O+ • c u 15 910 WOOD INSTALLATION SCREW LV/11/2"MIN.EMBEDMENT STEEL 0 u 4 O 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL REMARKS BY DATE 17 BUTT HiNGE(SEE SCHEDULE SHEET 5) STEEL Add ADA Id',MuIl.Poinx[ Gill 1,14 c 18 KWIKSETLOCK SERIES 400 STEEL g 19 KWIKSET DEADBOLT SERIES 780 STEEL °8 m O _ 20 ROCKWELL MULTI-POINT TONGUE LATCH A 732287686.11 UNIT �u+a a+u vuivave mvr:ution•ui- ROCKWELLMULTI-POINT TONGUE LATCH 073228780"UNIT STEEL m �"i1{�iaitpH aDDO:�Y,5,wi4M4a1n4.0+0'a�G 0.53' .,exencsronrt oo:.: Lnri reawsitoano Zl HOPPE MU LI-POINT HARDWARE HL59(K10 STEEL B I ar �J S F• 22 HOPPE IVULI-POINT HEAD SHOOT BOLT PLATE LH 08734091 STEEL f ��� NO 23 HOPPE MULT-POINT HEAD SHOOT BOLT PLATE RH#8783923 S7EEL O .�`'r:'ymo •'•�O N a 17. k ST/lT�' W 1.605"J1.^ �O •{�( pP`:' f(,[ FRAME HEAD/JAMBS fel ENDURA ZAIL4565F O AFCO 1-2297 O AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH} '�i (4alAAim��O� VARIES,SEE 600 ABOVE // �THRESHOLD THRESHOLD 6 I THRESHOLD - 22 e9. `t1Ji���f�i e �#4ru. mnAecac.Irma+ •t—�� � tf—,II� ate. ®®� 497" I 1.75• DATE: 02.05.14 DWG. Y: CHK. Y: OAFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) GL TJM SS�MSS O THRESHOLD 10 THRESHOLD 23 SCALE: NTS DWG.#: 1 A01 5 - SHEET: Q OF 8 cil 1.75 " 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 Authorization:29578 954.744.4738 FX contact@buildingdrops.com Of JELD-WEN, ine. Design Pro / Smooth Pro Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 2750 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: 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared For: `���+►+�i+�r,, J l✓l�D - N, a l+c. ```�.�`�ES F. 1737 �,a�s.ej)ort 131w . � Q` ,Kla+r1:tt ii , X31 .. c7(rd l �v✓.. �. 'po 78 Prepared by: - * '• _ Hermes 1'. Norcro. 3 Florida Professional Engineer# 73778 0,�'- (ppP,'•W�`� Date: 09/22/2014 Contents: N';E,` ,titi 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 15:47:05-04'00' BUILDING DROPS Date: 09/22/2014 ;'. A Perfect Solution in Every Drop Report No: 2750 ;.t Certificate of Authorization:29578 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) 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)for1ELD-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 A010851A,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 A010851A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010851A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 09/22/2014 x A Perfect Solution in Every Drop Report No: 2750 �. 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: SJW2013-196 09/03/13 SJ W2013-129 08/09/13 SJW2013-231 12/03/13 SJW2013-251 12/23/13 SJ W 2013-252 12/23/13 SJ W 2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL210-3925-03 02/07/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJW2014-066 07/07/14 SJ W 2014-076 07/07/14 SJ W 2014-070 07/07/14 SJ W 2014-075 07/07/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 0 o: 27 014 �. Report No: 2750 ' Certificate of Authorization:29578 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 B. For concrete (Min.Fc=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. 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(A010851A)for anchor spacing and more details of the installation requirements. Design Pressure: MAX.OVERALL. DESIGN PRESSURE(PSI=) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING O5. NEG. X 3'-0" 50 50# SO LMI &SMI X 3°-0' 0' SO" 50 50" 50 LMI &SMI Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Florida Building Code Online G^s. .. m yam:- - Flu-:daBCIS Home Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts ! Publications ; FBC Staff BCIS Site Map Links Search Business':) @USER:ProdProfessibr , Public�UUseroval Regulation Prndurt Annroval Menu>F'sd or,4onh ation SealCh>Anolication List>Application Detail FL# FL8228-R7 s�si�1,r Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com id f Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email w"3 Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing r Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 �t ASTM E33O 2002 TAS 202 1994 Equivalence of Product Standards Certified By ❑r I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s)are in compliance with the new Florida Building Code. http://wwiv.floridabtiilding.org/pr/pr_app_dtl.aspx?param==%vGEV XQwtDquftCwaMPtp3Tq I BvShnXEZD15%2tUbSuSng%3d[7/28/2015 3:30:47 PM] Florida Building Code Online - Documentation from approved Evaluation or Validation Entity OYes ONo ON/A J+ Product Approval Method Method 1 Option A Date Submitted 04/29/2015 „ Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products '' w FL'# Model,'Number or Name Description • 8228.1 Fiberglass Side-Hinged Door Unit 6'-8”Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate „ Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +85.0/-85.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.r)df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,does Created by Independent Third Party: not exceed the design pressures listed. 3'-0"x 6'-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 504A.pdf " but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FLO160-07 for additional information. 8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.nd . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.pdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 3'-0"x 8'-0"max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 503A.pd but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FLO161-07 for additional information. k*. 8228.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate ° Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.1) Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL01.60Dx.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 502A.pdf but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FLO160-07 for additional information. a 8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outsw_ing Single or Double Door w/or w/o n r Sidelites Limits of Use Certification Agency Certificate . Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.r)df Building Code including the High Velocity.Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 502A.Ddf but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FLO160-07 for additional information. littp://www.floridabtiilding.org/pr/pr_app_dtl.aspa?paramwGEVXQwtDquftCwaMPtp3Tq I B%,SunXEZD15%2fUbSu5ng%3d[7/28/2015 3:30:47 PM] Florida Building Code Online — � — "M �F 8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 8 R7 C CAC NI006900 02 11.df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL01.61Dx.Ddf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute j where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 501.A.pdf but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FLO161-07 for additional information. i a ' 8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o Sidelites Limits of Use �~ _ Certification Agency Certificate !!! Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161 Dx.pdf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 501A.12df but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes MA-FLO161-07 for additional information. 8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FLO762Dx.p_df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: l not exceed the design pressures listed. 12'-0"x 6-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 502A.pdf and the Wind Borne Debris Region. See DWG-MA-FLO162-07 Created by Independent Third Party: Yes for additional information. — - ....---....-.-....--...--...................._.... .._. 8228.8 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Outswing Single or Double Door w/or w/o ((( !!1 Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03.12 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FLO1.62Dx.I1df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 502A.Ddf and the Wind Borne Debris Region. See DWG-MA-FLO162-07 Created by Independent Third Party: Yes for additional information. 8228.9 s Fiberglass Side-Hinged Door Unit 8'-0"Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL8228 R7 C CRC NI006900.04.)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FLO163Dx.odf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Parry: not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 501A.pdf and the Wind Borne Debris Region. See DWG-MA-FLO163-07 Created by Independent Third Party: Yes for additional information. littp:/hvww.floridabtiilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDquftCwaMPtp3TgIBvStmXEZD15%2fUbSu5ng%3d[7/28/2015 3:30:47 PM] Florida Building Code Online 1 '7777777� 8228.10 j Fiberglass Side-Hinged Door Unit 8'-0"Glazed Outswing Single or Double Door w/or w/o f Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-8228 R7 C CAC NI006900.04.pddf *a Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.ndf ;c Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8222 R7 AE 501A.12d and the Wind Borne Debris Region. See DWG-MA-FLO163-07 Created by Independent Third Party: Yes for additional information. 8228.11 Fiberglass Side-Hinged Door Unit 6-8"Impact Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.05.p I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.odf j Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute I and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports nominal size. See DWG-MA-FLO162-07 for additional FL8228 R7 AE 50ZA.pdf information. Created by Independent Third Party: Yes 8228.12 Fiberglass Side-Hinged Door Unit 6-8"Impact Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.05.pddP 1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.[2df Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute ti and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 6-8" max Evaluation Reports nominal size. See DWG-MA-FLO162-07 for additional 171_8228 R7 AE 502A.pdf information. Created by Independent Third Party: Yes 8228.13 i Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Inswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL01.63Dx.pdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation& Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. See DWG-MA-FLO163-07 for additional FL8228 R7 AE 501A.idf information. Created by Independent Third Party: Yes --..-. ......... ... ---—---- _ --— ........... -- — ....-............ 8228.14 [IFiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Outswing Single or Double Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.06.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL01.63Dx,pdf Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation &Management Institute and where pressure requirements as determined by ASCE 7 Created by Independent Third Party: do not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports nominal size. See DWG-MA-FLO163-07 for additional FL8228 R7 AE 501 A.12dF information. Created by Independent Third Party: Yes littp://www.floridabtiilding.org/pr/pr_app_dtl.aspx?paratn=%vGEVXQwtDquftCwaMPtp3Tq I BvStmXEZD15%2fUbSu5ng%3d[7/28/2015 3:30:47 PM] Florida Building Code Online a Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 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 click here. Product Approval Accepts: ®EE go S�CUYIt\'St4YCP.It$' ..s..,..,... r„amu. hnp:/Ixvww.floridabuilding.org/pr/pi_app_dtl.asps?param=%vGEVXQwtDquftCwaMPtp3TgIBvSnnXEZD15%2fl1bSu5ng%3d[7/28/2015 3:30:47 PM]