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HomeMy WebLinkAboutAPPROVED FL 16708.1Fhin da Bui l cling Code Online y; BCIS Home tog In user Registration fiat Tonics submit Surcharge Slats & Facts Publications contact us BCFS Site Man Links Search dbr 00' Product Approval p USER: Pubic User Frcduct Aooruval Menu ] Product or Apoiicatior. search > .Anolicatl^r: List > Application Detail Fl-it Application Type Code Version Application Status Comments Archived n. Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16708-1113 Revision 2020 Approved ❑E-I JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl @field -wen, corn Ryiee Sumner Fricks fbcl@jeld-wen.com JELL -WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld- wen. corn Exterior Doors Swinging Exterior poor Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) x"yr Equivalence of Product Standards FL16708 RI COI COIJW 55_ZQi5-Q4�7 d Standard TAS 201 Year 1994 TAS 202 1994 TAS 203 1994 hitp: iww'w. . fl andabui 1 di ng.ory rw pr-app-dd-aspx'Mam-wG F. V XQwtDqu&)bro2 fl Zin6Tud W ug6c Ft.,16 z%2bYu N ViQ9n 1 Aolzp3466 W g%1d%3dl 12 i 16- 2020 3:25:31) 1' P'I I Flonda HilildinF Code Online Certified By Sections from the Code Product Approval Method {late Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL 41r Florida Licensed Professional Engineer or Architect FLJl ZQR R13_ Epury 23549-1 Equivalency of 61rM E84-13a and A5Th7 Elio - 113.ndf Method 1 Option D 08/03/202❑ 10/08/2020 10/16/2020 12/15/2020 Model, Number or Name Description 16708.1 A Design Pro / Smooth Pro / Studio Single (X) Impact Opaque Door 3-0 x 6.8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Approved for use in HVHI: Yes Approved for use outside HVHZ. Yes Impact Resistant: Yes Resign Pressure: N/A Other: n Installation Instructions Fl1f'; .51 3..11...1U1Ufi.I SS 201.9-10-01-rid Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL167D8 R13 AE PER4663.2 SS 2019-10-01-ridf Created by Independent Third Party: Yes and Outswing x e-ti ano s-u x Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708_R13 11 16708_2 SS 2019-10-01_ndl Approved for use outside HVHZ: Yes Verifled By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL1674gn3 AF PFRA438.3 SS 2019-12-13_ndf Created by Independent Third Party: Yes 16708.3 C Design Pro / Smooth Pro / Studio Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL167QU R13 11 QQISZ27-DP SP dP0 LMi HHVZ XG Fli Approved for use outside HVHZ: Yes 2019.12-12.pdf Impact Resistant: Yes Verified by: Hermes F. Norera, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R13 AE PER4664.2 SS 2019-10-0i.ndf Created by Independent Third Party: Yes 16708.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6.8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16709 R13 II ❑015ZQ - UP--Sf' GL7 1 MI HVHI xO FBC SS Approved for use outside HVHZ: Yes 2019 12 12.odf Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure- N/A Created by Independent Third Party: Yes Other: Evaluation Reports 1`1-16708 R13 At PER4440.2 SS 2019-12-13.pdf Created by Independent Third Party: Yes 16708.5 E Design Pro / Smooth Pro / Studio Single with sidelite(s) (X,O/ O,X/ O,x,O) Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL167G8 R13_11 16708 Ij SS 2019-10-01_pdi Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports hrtp:-µ'WH. 1Tor Id3h1 illll lit[ ixkt Pr pr app di1 aspi'param=wGELXQAl Dqu&3bl4'_II% iT16 IudYl'r1F(xF111 Ger 2hYuNViQ%I Ao77p;4bhW p.%l&.3id 112 1 t,_211241-25: 1)PAI I Aorida Budding ('zxdc Online Other: 16708.6 FL1.6708_1113AE.-PER4665.2 SS 2019-10-01.pdf Created by Independent Third Party: Yes F Design Pro / Smooth Pro Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9- 0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions E:.l,n.R RI—ILI6708.6_SS2019-10-01.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 16708.7 G Design Pro / Smooth Pro / Studio Double with sidellte(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R13 11 00157 - QE"M I HVHZ OXXO XX FBC SS 2019.12-12,pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FUQ). -J,U2--A--kLR4i66.2SS 2019-10-01,pdf Created by Independent Third Party: Yes 16708.8 H Design Pro / Smooth Pro Fiberglass Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R13 fI ❑015709 - ❑P SP GLZ LMI HVHZ OXXO XX❑ Approved for use outside HVHZ: Yes FSC SS 2019-12-12.pdf Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R13 AL PER4444.2 SS 2019-12-13.ndf Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Copyright 2007-2013 State or Florida.:! Privacy Statement :: Accessihili[v Statement :: Refund Statement Under Florlda law, email addresses are public records. If you do not want your a -mall 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 85i}.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 ono- The em ails provided may be used for official communication with the licensee. However email addresses are puhlic 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 pubic, To determine if you are a licensee under Chapter 455, F,S., please click here . Product Approval Accepts: M � t��l Safe h rrp:i. w%v%v.ftnridahuilding.mg! pr.-pr app_d11.aspx?parem=wGEVX(,)wtDqugobl%2f1Zm6TudWOg6cRjIGz%2bYuNVip9oIAo7xpi4bblLg%3d°n3dl12.16;2i120 25:391'MI /(/]\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 April 27, 2015 TO: Whom It May Concern 398 E. ❑ania Beach Blvd. Suite 338 Dania Beach, FL 33004 954-399.8478 PH 954.744.4739 Fx cc)ntact@buildingdrops.com FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer #73778 MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Dear Sir (Madam), To the best of my knowledge, the above -mentioned product conforms to the current edition of the Florida Building Cade. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted,`'���►ti�tf++►►►���.f .`�1sE5 F o o Qj ro Tf LTA � a :��T ' SL SOP • ��ufit Digitally signed by Hermes F. Norero, P.E. Reason; I am approving this document Date: 2015.04,27 20:14:19-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer #73778 Page 1 of 1 NATIONAL CERTIFIED TESTING LABORATORIES FIVE LE#GH ORiVE • YORK. PENNSY+_VANIA 17406 • TELEPHONE (717) 846-1200 FAX (717) 767-4100 <1> www.netlinc.com July 30, 2020 ❑an Vezo JELD-WEN, Inc. 3737 Lakeport Blvd Klamath Falls, Oregon 97601 RE: Equivalence of ASTM E84-13a and ASTM E84-16 Dear Dan: At your request, 1 have reviewed an ASTM test method standard to evaluate its equivalence to the test method standard currently referenced by the Florida Building Code. Specifically, l am comparing: ASTM E84-13a Standard Test Method for Surface Burning Characteristics of Building Materials to ASTM E84-16 Standard Test Method for Surface Burning Characteristics of Building Materials. I have reviewed and compared the above -referenced test method standards. Specific changes noted between the standards include: Updated requirements for the photometer measurement system. Added specimen preparation and mounting requirements for flexible fibrous glass insulation used in metal buildings. The noted changes would not cause different test results or different interpretation of the test, and it is my professional opinion that the test method standards are equivalent. Thus, the testing conducted to ASTM E84-13a Standard Test Method for Surface Burning Characteristics of Building Materials is equivalent to ASTM E84-16 Standard Test Method for Surface Burning Characteristics of Building Materials and, there for, in compliance with the Florida Building Code, Building, 7111 Edition (2020). Joseph A. Reed, P.E. FL PE 58920 FL REG 33474 JAR:jar cc: 23549-1 Professioncis In The Science of Testing JELD-"WEN WINDOWS & DOORS DESIGN PRO / SMOO TH PRO IMPACT APPROVED FOR USE 1N THE HIGH VELOCITY HURRICANE ZONE (HVH7) GENERAL NOTES- 1 THE PRODUr7 SHOWN HEREIN IS DESIGNED AND MAN UFACTURE13 10 COMPLY WITH THE CURRENT IIORfDA SUR D-NG CODE IFRCI. INCLUDING HVHI AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING • TAS 20194 TAS 2D2-M I TAS 203.A 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEIMASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISIRK SYSTEM CAPABLE OF W"TANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 1S THE RFSPONSIBROTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF NISTALLAVON 3 THE INSTA tATIDN DETARS OESCR16ED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SET[ CONDO TONS CAVSE IP.511ALLATION TD DEVIATE FROM THE REQUIREMENTS O£TAELED HEREIN. A LICE WSEO ENGIN[ E R OR OCHITFCT SHAD PRE PAW SITE SPE Of IC DOCUMENTS FOR USE WITH THIS DOCUMENT 4 APPROVED 1NIPACT PROTECTIVE SYSTEM 1S *W REQUIRED ON THIS PRODUCT IN AREAS REQU41RI NG IMPACT RESISTANCE 6 S.PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES- ADDITIONAL PANEL CONFIGURAMAS AND FLUSH DOORS ARE QUAU'JED 6 NOTE AFCO H491 SILL MEETS WATER INFILTRATION AT WATER TEST PRC45URE IWTPI Of 975 P5F REMAINING SILLS NOT AATED FOR WATER INF ILTMTION- IF AUTHORrTY HAVING IURISOIC71pN REGUIRES THAT PRODUCT MEETS THIS RE QUIREM£NT. PRODUCT SHALL BE USED WHEN IMTALLTD AT LOCATION PROTE CTTD BY OVER HAN{i SU GI THAT OVER"ANG iDE!) RATIO =QH LENGTH . CM HEIGHI ISt I0 TABLE OF CONTENTS SIrtET REVISION SHEET pE5CRIR11pN L *'fP,.CAI Ei EVATIONS, LIE 51GN PR LS5UAE$, AND G E NE RAL NOTE 2 TYPICAL ANCwCA ,AYOUTS AND NOTES OPT ZONAL I B"c ANCHORING DE TArS 3 A 4 VIE RTICAL ASSFNNBE IF 5 A HORIZOATALASSEMBUE5 5 WOOD SDRS I RATES C ON CA E TE SUBS ERA FES 1 A R A COAA PONE R TSB RILE CIF VA ERIALS 37 112' MAX._ O.A. WIDTH 6 S 4® mix s :NM o GIB 3 s ■ ACTIVE a spa + r �3 i 1 9 TYP. ELEVATION 1 i r.,ANIS F A Mf;ARTD Br; G J EIL3rLDING DROPS INC. �`iM+IR Hn 37 112' MAX. O.A. WIDTH crl W 5 .® 4 ti W W gig- S 2N W m , �= 6a g J¢ ��� . ■ ACTIVE i a CA CA � i i 3: < s ■ = F � �xa - a - REMARRS B DA Ynetif TAC FWl>RR4 AL II NOrE. ISMS SHOWN ABOVE MAY RE LEFT I OA AlGHr HAND OPERATING bOORs. I MAX -OVERALL DESIGN RRESSUR! IP5FI NOMINAL SIZE MISSILE CONFIGURATION IMPACT IN.S OUTSWING WIDTH NIGHT RATING POS. NEG. POS NEG. 6'-8' 65• 65 55' 65 LM18 5MI v 3'-0" R 0" 50• SC y0• 5p LMIB SMI 'SEE GENERAL NOTE 6. SHEET 1. FOR WATER INFILTRATION APPROVED SILLS. . �TLlil_I IINfl Fls�r n � JAyF DF `. Do M I am App'Dwv -NR accI/ 20, 9.10 Ot 21 2* 16 D4,w GLITJM 1551 MSS SCALE: NTS O11YC III- D01 S]aA INSTALLATION NOTES: 1. ONE {lk INSTALI.ATI ON ANCHOR 15 RE[lU1RFD AT FACH ANCHOR LOCATION 5HOWFF. 2 5HIM AS REQUIRE* At EACH iNSTALLATION ANCHOR WITH LOAD BEARING SH1M(5)- MAXIMUM ALLOWABLE SHEM STACK TO 8E 114 INCH- SHIM WHERE SPACE OF V15 INO1 0R GREATER OCCURS. SPIM(Sj SHALL RE C ON STRVCTEO OF HIGH DENSITY PLASTIC OR BETTER. 0. MINIMUM EMBEOMENT AND (DGE D15TA14CE EXCLUDE WALL FINiSNES, INCLDOING BUT NOT LIMITED TO STUCCO. FOAM, SM C1C VENEER, AND 51DI MG. A. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE TRADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTAN' COATING, AND SHALL OF INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5- FOR HOLLOW BLOCK AND GROUT FILLED BLOCX. 00 NOT INSTALL INSTALLATION ANCHORS [NTD MORTAR JOINTS. EDGE DLSTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR MINT iNTO FACE SHELL OF BLOCK. 5- FOR 21 STUD CONSTRUCTION, ANCNORiNG OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X 8UCK CDfJCRETfIMA50NRY CONSTRUCTION 7• INSTALLATION ANCHOR CAPACITIES FOR PRDOVCTs HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A- WOOD- M I N I MU M SPECI FIC GRAVITY OF 0.55. 0. CON CREIti•MIN I M UM COMPA LSSIVE SI RE NGTH OF JOW PSI. C. GROUT -FILLED CMU• UNIT STRENGTH CONFORMS TO ASTM C-9O WITH MINIMUM COMPRESSIVE STRENGTH OF Z000 P51 AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPR ESSNE STRENGTH OF 2000 PSI- D. HOI LOW RLOC% CMLI - UMIT SERENfi TH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20% PSI. 8. SEE SHEETS B AND 7 FORMORC DCT AILS OF THE-INSTALLATQN VQQ IREMKNTS,-IN CLPQI NG AflCF•C ll LOCATIONS, E DGE D ISTANC ES, E M0 E DMENT5, AN D SH I M SPACkNG- 9. OPTIONALLY. ANCH 0 R5 CAN 8E PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE O'STAN C£ ARE ACHif. VEO- ANCHORTABLE 61a" DOORS B'D'• DOORS ANCHOR TYPE ANCHOR S12F SUBSTRATE MIN, EMBEDMENT MIN. EDGE DISTANCE MAIL-O-C- MAX O-C- 5PACIRGAT SPAGNGAT LAMBS LAMBS SCREW WOOD SCR RIG 2K W DO D 9 UL cR r•AnM1NG% 1-:/2- 3/4" 17-412' 17-114" ITW TAP COT, Vis" CON CRETEICIAU T-V4" 7-112" 17.112' 17.10- E LCO ULTRAC13N 1/41 CONCRETEICMU 1-318"-CUKE.17-11q- 1114" CMU ITW TAPCON 1/16- CONCRETEICMD 1114. 1" 16" fA•3/a" tit aFH SCREWS DETAIL 62 TY�H FGE I-BOTTOM"COT MULTI•PCINT SHOOT BOLT BOLT PL4TE PLATE LOCATION F(,YPE r2MgIl SECTION VIEW 1.09 x 7 l/2' PF• SCREWS DETAIL D2 22 23 YFP 'HOE MULTI -POINT SHOOT BOLT PLATE LOCATION I RH PLATE SHOWN k D2 HERO SECTION VIEW � 1wa.. P. ANCHOR LAYOUT �-e . r-0• onaRRelcM NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS N) ONLY. PREPAREDRY- ft BUILDING DROPS, INC. vvel ww. w.a alw.,sn. ve ss.lne'Mae� :Ali y1¢ w[e rw a.�Nt��d•-vc,c.. LR LL7 ❑ 4 g' Z Q a �sx a O ^ 5 � U � L2,0 0O W = a u" Z a �7TTi .5" AUA'i"' Md[tPu"[ 'I GL finvI Ref"no uWG KMeluF11✓< x1A JLW19 11 oc rmi: F.LaINVN15 o±r:�i�o •ni..xirlruo ooc I'%1111ill112I/IJ F1 .�\%% F o ,l`rrr ;yl E �* N.77 5 A _ OF Q p ❑ATE: 02.05.14 VIM 1 55IM55 SCALE: NTS 0-6 s: D015726 SHEET: OF8 2 ;f%���f 11 AliFRIl1R EXTERIOR OPERABLE HEAD 4 OUTSWING SHOWN • INSWING SIMILAR :NliA'CR E.0 F.R,Qk 1'J I 5 OPERABLE ADA SILL INSWING^TSWING ENDUAA HCISW 11 8 IHI ERH]R E%i{AI(A q g OPERABLE SILL QU TS W I Ni+ 3 OPERABLE SILL 4 INSWING OPERABLE SILL 4 INSWING rq--� OPERABLE SILL OJT5'NING 11 WERIOR LSTRIOR 5 I OPERABLE SILL T ❑UTSWING -- 11 7 INTERI.:Ii EkiFR�A I r7_-� OPERABLE SILL OUTSWNIG UFMCI NA! AFCD HAE17 PREPARED eY a -) BUILDING DROPS, INC. w. e. uurA u.rN eaw. ssl. sx ns.Iwre.n K pNlu. nee pp n a a m� � V 7 Fes' r REMARKS BY DATE AdA A0�511�. MWt.ua.0 L«k GL 6113,�e-0 Me-O .. MOMWIIA AM 09jill 1 b S Sip/ p PP°°`` x�l�" 5 'km.raxke DATE: 02.05.14 DWG. Y: CHK- Y: G JM 55 M55 SCALE: NTS DWG. R! D015726 SHEET! (3F $ INTERIOR -8-09K7 Vz"PFH EYTWOR W/ STRIKE HAR D W ARE e-MPL STRIKE P1A1 ES n LOCK JAMB OUTSWI NO SHOWN - IN SWI NG 51 MI LAR 9 I19 K 1 31C PFH 9.19X 2112"PFH �WI HARDWARE WI STRIKE HA ROWA A I6'8-&8'•D"UNtT51 4- MPL STRIKE PLATES EYTER M INTERIM q MULTI -POINT LOCK JAMB 5 OUTSWI NG SH OWN- INSW ING 51101 LAR HUME SCHEDULE DOOR HEIGHT QUANTITY HINGE OF AT IA MR: PLACE 49 K 2-112" PFH SCREW NEXT TO WEATHERST R:P 1- Y9 K 2-112" PHILLIPS j FLATHEAD WOOD SCREW 3."% 314" PFALLIPS F LA KNEAD WOW SCREWS4- R9 PHILLIPS FLATHEAD WOOD SCREVJS USE 314" LENGTH FOR 6' 9" DOORS U5E 1" LE HUTH FOR 8'-0- DOORS HINGE JAMB OUTSWING SHOWN -INSWING 54MILVt r13 - 08 K 1 318" PFH IG'-8" UNITS: 3 +IR % 2" PFH 15 • 88 K 1 31R" PFH:B'-0" UNITS: WI STRIKE HARDWARE COMES WI HARDWARE 11 MPL STRIKE PLATE OTFERIOR ci 1 4 IRTE>tFOR MULTI -POINT LOCK JAMB OUTSWING SHOWN - INSWING SIMILAR 4-N8K 1318"PFH 1 •REINFORCEMENT PLATE HOPPE g7512d% MULTI -POINT LOCK �C TOPAEINFORCEMENTPLATE - ACTIVE PANE LONLY BUJLD1NG DROPS, INC >s<E "N. LEACH.—.ITue w� rys�l'1'9H� tAx �x,�tru ns o� m d O C Lu — p x° z a t7 2 ^ry ❑ wT"f�e i.L�E a i= REMARKS SYR9116,111 Add AM s-II, I.A*-°oW l_1d4 6'. «trgn 7+ . VA0IM11A AN SA'SSL 1;1 L-I I711F2jr. I� -* 7 7 DATE: 021 05.14 DWG- rI CHK. YI G JM 1 S5 M55 SCALE: NT5 DWG. k- D415726 SHEET: CIF fi 5 MIN. EDGE DISF SEE TABLE SHEET 2 t- W... 29 WOOD HLKK WOO D ANCHOR SEE TABLE ON SHEET 2 f1 HEAD (TYPICAL) OWSWING SHOWN - INSWING SIMISNR 1�r OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED SILICONE 71r WOOD BUUCK $ OPERABLE SILL 6 OUTSWING- NO ANCHOR REQUIRED L/ OPTxUNALLY. ANCI4OR CAN BE PLACED IN NARROW SECTION OF I fEAO 0 R JAM B AS LONG AS M I NIM UM EM BEOME NT AND EDGE DISTANCE ARE ACHIEVED. 2x WOOD RUCK G `Wa WOOD ANCHOR F SE E TABLE ON SHEET 2 N %f 0 25" Nux. SH-M MIN. EMBED. SEE TAIILE SHEET 2 JAMB (TYPICAL) OUTSWING SHOWN • INSWING SIMILAR SA ICON E. 2X WOOD RUCK OPERABLE SILL INSWING • NO ANCHOR REQUIRED SILICONE SILICONE 2x WOOD BUCK 2% WOOD BUCK OPERABLE SILL INSWING - NO ANCH DR REQUIRED rq--� OPERABLE SILL ❑L07SWING • NO ANCHOR REQUIRED OPERABLE SILL OUTSWING • NO ANCHOR REQUIRED A FCO H-497 SILICONE SILICONE OPERABLE ADA SILL_ 5 INSWINGIOUTSWING-NO ANCHOR REQUIRED PREPARED V 1 BUILDING DROPS, INC. s91I r wRl.r.•cr elrv.sn. m [MYia vtaCF k 1100[ 1511RIa q�r a[IY�11+M.flY .e[a .�. �lu.gerpnrnn m Z q 11"I 9� O �Sy ' If W`e REMARKS 113Y DAIF Awl ADA Ids. VOL. i L— GL 60VIA AeferE_DM 00100!.A AM GRII&'_ 41 r8�M-l3 onn`e n:M1, uv [ew�.e[ a rRcr•Irr s+u 1`ASW41111l UIU+IU,+rr 1 E.. '� O 7 7 �v SA .OF •rrrvC01,1. I. a i�� � DA-E: 02.05.14 G LTJM 55 M55 STALE: NT$ nWG. n: ❑015725 SHEET: o =8 6 MIN. EDGE OIST. SEE TABLE SHEET 2 ww � 3c MA50N Y MASONRY i a � BY DTHERS Dk WOOD BVCE .� ��f�f f�� /OPTIONAL) CONCRETE ANCHOR SEE TABLE DN SHEET 2 HEAD (TYPICAL) 7, OUTSWINGSHOWN-INSWINGSIMILRIL SILICONE � d d � 4 CONCRETE/ MASONRY BY OTHERS 4 OPERABLE SILL lll7 QUTSWi NG- NO ANCHOR REQUIRED SILICI]NE d d Q 4 a MASONRY BY DT HERS g OPERABLE SILL OU I SW ING - N O ANC H OR REQU I RE D� D OPTIONALLY, ANCIHIR CAN BE PI ACED IN NARROW SECTION OF HEAR CR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED_ 1% WOOD BUC% [OPTIONAL] CONCRETE ANCHOR SEE TABLE ON SHEET 2 MAN. MA%. SHIM CON CRETENASONRY BY VTH ER5 MIN. EMBED. SEE'A ALE SHEET 1 JAMB (TYPICAL) J OIITSW ING SH OWN -INSWING SIMILAR SILICONE d A p d C CONCRETE/ MASCNI ITY BY OTHERS OPERABLE SILL INS W I NG - ND ANCH OR REQUIRED SILICONE d 4 3� d CONCRETE/ MASONRY BY OF HERS g OPERABLE SILL OUTSMNG - NO ANCHOR REQUIRED 3 OPERABLE SILL INSWING - NO ANCHOR IF EQUI RED SRICONE d d a d a. CONCRETE/ r-- MASONRY BY OTHERS OPERABLE SILL OUTS W ING - NO ANCHOR RE QUIRED AFCO H-497 51MCINE d d O 4 4 CON CRETE/ MASONRY BY OTHE RS I'—ft\ OPERABLE SILL - UTSW I NG/I NS W i NG - NO ANCHOR REQUIRED PREPARED BY: BUILDING DROPS, INC. 35e e. wNr •�acx eavo.. sae. ue a 'w u•rx •L fma. Pia.. �.,..�..�. o as w E A ❑x W F 4 in w Q nsA C Q h Y a 5 4 w W V u 4 2 ❑ A� �Zt u a- REMARKS $Y pATE AfA till, Al�ltinin in-k C} 73j Le a.r--E oYra. xw:ce+}e �M RrlLWc `y.LSLfIu 11 rllrrrYrJ OF aPC W i DATE: 02.05.14 DWG. Y: CHK. Y: GkM SS MSS SCALE: NT5 owG.+r' D015726 SHEET OF8 7 91LL OF MATE R W LS 17EM. M011PTIDN MATERIAL 1 FRAME HEAO11AWS F:NGER-IOIN TIE PINE SOLID PINE LAMINATED VENEER LUMSER COINPOWE 2 _ (1FpT USED) 1 EA42r USED) A THRESHIX-D • 5 FMpESNOLD 6 FHRESIIOLD 7 AFCO H 497 TH RESHMID ■ iHRE5fi0lP 9 THRESHOLD 10 ADA THRESHOLD 11 YVEATHERSTRLP URETIPAN[ f 0AM 8 POLqTNrLENE 12 N(IN-CGMPR ESSIDN SHIM I0. 25-MA%. THK) COMPOSITE 11 Mr USED) 14 EMDr USFD) 15 4l0 V4000 I NSTAUAT ION SCIIEW W 1 W' Milk. FM■E DME NE STEEL 16 CONC.9MU ANCHOR ISEF ANCHOR IABU SHEETS 2 & 1j 5TEEL 17 BU IT HINGE Mi SCHF DLAE SH EET 54 STEEL 19 LOCK SERI E S 400 STEEL l9 DEADBDL- SFRT5 750 STEEL 20 RO" W E L1 NIIL TI PDINT TpN Ci 1 F I ATU4 9 7121876E G R UN i T ROC KWFl L MULTi MNT TONGl1F LATCH P73.1?8IWS OiOMIT STEEL 21 HOPPE MuL4POIHT I•ANOWAR3 HLS9DOD STEEL 22 HOPPE MU(, POINT HEAD SHOOT BOLT PLATE W NB784091 STEEI. 79 HOPP I. MJLI POINT HE AD SHOO] ROLT PLATE RH Y8783923 STEEL 2D ROCKWELL MULT POINT LOCK ■ t THRESHOLD VARIES. SEE BOM AT LEFT 4 AFC �..,•,.._ �.'i. ►', *��*tom+!�!�!�!� ■ ■ i THRESHOLD THRESHOLD ■ D �o =1 b ■ HOPPE MULT-POINT LOCK Zi WI51EE SHOOT BOLT PI ATE $2091911 71L b O 0 • ' aq ortP�G pr 3L'ILDING nls DROPS, INC. o".ueew.w-lrt Lr w a;.cr-n lem tiMls�Y � gg �Ps� ac w n � o z" z a- o REM:ARtis ADP AnA ,1 V. rn+ SY DAI 51 11' IlefU-02WG W1017L{ IAMIOWLI i PU ow e =* 7 7 ` I„ -4 1-5S' F� S A OF 0: THRESHM D x� HEAD SHOOT BUILT PLATE (LH) �� 1p o Si• --{ i.7s OAM 02,05.14 DWG. By. CifZ Y: THRESHOLD ADA HEAD SHOOT BOLT PLATE (RH) GLMM SS MSS �� 23 SCALE: N 1t 5 DWG-■ DOIS726 �Q SHEET- (?f S � - Q s �o V 1.7s- //O\\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization-. 29578 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954,744,4738 FX contact@ b uild ingdrops. co m Product of JELD-WEN, inc. Design Pro / Smooth Pro Opaque (Impact) (HVHZ) for Florida Product Approval Current Florida Building Code Method: 1— D (Engineering Method) Category: Exterior Door Assemblies Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/ Smooth Pro Material: Fiberglass Product Dimensions: 3'-0" W x 5'-8" H (Nominal) 3'-0" W x 8'-0" H (Nominal) Prepared for: JELI~� ;NLR oc {�} 17.3.7yL.ak2f=,port Slvd Prepared by: Hermes I . Norer• a Florida Professional Engineer # 73778 Date: 09/ 13/2019 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F Norero Reason, f am approving this document Date 2019. t 0.01 21:18:24-04'00' N 7 7 �0 fi D left- HerFI N006W" �.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization; 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method Product Name: JELD-WEN, inc. Exterior Door Swinging Exterior Door Assemblies State Product Approval Method (1)(d) Design Pro / Smooth Pro Opaque (Impact) (HVHZ). 3'-0" X V-8" (Nominal) 3'-0" X 8'-0" (Nominal) Date: 09/13/2019 Report No: 4663.2 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 State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: 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 invotved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions provided by manufacturer for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code:, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product 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 compIieswit h Chapter 16 of the current Florida Building Code and does not require an impact resistant covering for Wind Zone 3. 4. Site conditions that deviate from the details of manufacturer require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions for size and design pressure limitations Hermes F Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Atthorirabon- 29578 Date: 09/ 13/ 2019 Report No: 4663.2 Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the current Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute (F8C Organization #: CER1773) Performance Standards: The product described herein has been tested per: ■ TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report pate: NCTL-210-3916-01 08/30/13 NCTL-210-3925-03 02/07/14 NCTL-210-3916-02 w/ addendum 06/10/14 NCTL-210-3 930-01 02/24/14 NCTL-210-3930-02 03/10/14 TAS Report Engineer of Record: Gerard J. Ferrara, P.E. Report # Report Date: SJW2013-194 w/ addendum 06/10/14 TAS Report Engineer of Record: Kevin P. Tyra, P.E. Report # Report pate: SJW 2013-196-TAS 09/13/13 SJW 2013-246 12/17/13 SJW 2013-251 12/23/13 SJW 2013-252 12/23/13 SJW2013-253 12/23/13 SJW 2014-032 04/22/14 SJW 2014-073 06/26/14 SJW 2014-077 06/27/14 SJW2014-072 06/27/14 SJW 2014-080 07/03/14 TAS Report Engineer of Record: Robert H. Zeiders, P.E. 2. Quality Assurance Entity National Accreditation & Management Institute (F8C Organization #QLJA1789) Hermes F Norero, P.E. Florida No.73778 Page 3 of 4 /C/i\\ BUILDING DROPS A Perfect Solution in Every [crop I Certificate of Authorization 29578 Date: 09/13/2019 Report No: 4663.2 Component Material Testing of Dyiite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 Report#: 3113726SAT-OG1 RI Report ©ate: 03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635 ASTM D638 ASTM D1929 ASTM D2843 ASTM G155 Rep❑rt#: ESPO10982P Report Date: 02/26/13 Installation: Refer to Installation Instructions (DO15726) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to drawing (DO15726) for pressure information. Hermes F Norer❑, P.E. Florida No.73778 Page 4 of 4