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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building Code Online BCIS Home Log In User Registration 1 Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search d,b u a Product Approval�!q{�_'.USER: Public User 17, He c® py Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16708-R13 Application Type Revision � ����-yG Code Version 2020 �9 Application Status Approved CODE COMPLIANCE Comments ST. L.�CIE COUNTY Archived ❑ BOCC ql�/ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks 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 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 r Validated By Locke Bowden P.E. O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FL16708 R13 COI COIJW SS 2015-04-27.pdf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 htip://www.11oridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDqu8obl%2ftZm6TudWOg6cFU I Gz%2bYuNViQ90 I Ao�zp34bbWg %3d%3d[ 12/16/2020 3:25:39 PM] Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16708 R13 Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM E84-16.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/03/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/16/2020 Date Approved 12/15/2020 FL # I , I Model, Number`or Name ' j 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 Installation Instructions Approved for use in HVHZ: Yes FL16708 R13 II 1.6708.1 SS 201.9-10-01.12df 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 Other: FL16708 R13 AE PER4663.2 SS 2019-10-01.[�df Created by Independent Third Party: Yes — 16708.2 B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R13 II 16708.2 SS 201_9-1.0-Ol.pdf 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 Other: FL16708 R13 AE PER44 8.3 SS 2019-12-13.pdf —— _ — 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 FL16708 R13 II D015727-DP SP OPQI_MI HHVZ XO FBC SS j Approved for use outside HVHZ: Yes 2019-12-12.odf j Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 I1I Design Pressure: N/A Created by Independent Third Party: Yes i Other: Evaluation Reports FL16708 R13 AE PER4664.2 SS 2019-10-Ol.pddf 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 Limit's of Use Installation Instructions Approved for use in HVHZ: Yes F 16708 R13 II D015705 - DP SP GLZ LMI HVHZ XO FB S Approved for use outside HVHZ: Yes 2019-12-12.Rdf 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 AE PER4440.2 SS 2019-12-13.1df 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Installation Instructions FL16708 R13 II 16708.5 SS 2019-10-01.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports littp://www.floridabuilditig.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDqu8obl%2flZin6TudWOg6cFUIGz%2bYuNViQ9oIAo7zp34bbWg%3d%3d[I2/16/20203:25:39 PMI Florida Building Code Online Other: I FL16708_R13_AE_PER4665.2 SS 2019-10-Ol.pdf Created by Independent Third Party: Yes 16708.6 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 Installation Instructions Approved for use in HVHZ: Yes FL16708 R13 II 16708.6 SS 2019-10-01.pdf 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 Other: FL16708 R13 AE PER4442.2 SS 2019-12-13.pdf Created by Independent Third Party: Yes 1 _�G 16708.7 Design Pro / Smooth Pro / Studio Double with sidelite(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 - - ----- ---- ...._. - ---- - - -- . .... ........ ..... Installation Instructions Approved for use in HVHZ: Yes FL16708 R13 II D015708 - DP SP OPO LMI HVHZ OXXO XXO i FBC SS 2019-12-12.pd { Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports i -FL16708 R13 AE PER4666.2 SS 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 1 Limits of Use Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Installation Instructions Approved for use in HVHZ: Yes FL16708 R13 II D015709 - DP SP GLZ LMI HVHZ OXXO XXO FBC SS 2019-12-12.pdf Approved for use outside HVHZ: Yes 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 AE P R4444. SS 2019-12-13,ndf Created by Independent Third Party: Yes The State of Florida is an AA/EEO 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 click here_. Product Approval Accepts: '..s ® ER 5 Credit Card Safe lutp:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TudWOg6cFU I Gz%2bYuNViQ90 I Ao7zp34bbWg%3d%3d[ 12/ 16/2020 3:25:39 PM] BUILDING DROPS A Perfect Solution in Every Drop t Certificate of Authorization: 29578 April 27, 2015 TO: Whom It May Concern 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@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 Code. Please note that l 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, ``��►►►►i�i������i �'S F O • �-��` . O o. 7 �. T T ` % '........ •••'' N 1t /&/0NAt- '���l11111►►��`` 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 LEIGH DRIVE - YORK, PENNSYLVANIA 17406 - TELEPHONE (717) 846-1200 FAX (717) 767-4100 www.nctlinc.com July 30, 2020 Dan 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, I have reviewed an ASTM test method standard to evaluate its equivalence to the test method standard currently referenced by the Florida Building Code. Specifically, I 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, 7th Edition (2020). 61� Joseph A. Reed, P.E. FL PE 58920 FL REG 33474 JAR:jar cc: 23549-1 Professionals In The Science of Testing D-rW.. JE WINDOWS & DOORS DESIGN PRO/SMOOTH PRO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2% FRAMING AS A MAIN WIND FORCE 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 INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 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 RESISTANCE. 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT 15>_ 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICALANCHOR LAYOUTS AND NOTES 3 - OPTIONAL 2X BUCK ANCHORING DETAILS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A WOODSUBSTRATES 7 A CONCRETE SUBSTRATES 8 A COMPONENTS& BILL OF MATERIALS 37 1/2" MAX. — 6 5 O.A. WIDTH 1 d x L7 m y ti x 1 6 0 m w�� 5 u (j �fOq� d 3 z 4 5 6 0 ACTIVE 0 i Z �3o s O Z G / = O L TYP. 3d 6 d _kli�&' ELEVATION 1 d d d d 6't'DDOR NeDNr 37 1/2" MAX. PREPARED BY: IQ� BUILDING DROPS, INC. 999 E. DANIA BEACH, BIVD., 9EF.]38 DANIA BEACH,, Fl3.1001 FN: 19511199RdJ0 fA11.195A)1•A.i13B WEB�•w�.bullpmgpmx - c O.A. WIDTH w > m 6 1d 5 0 ZN I-- m o m o 4 0 Z o f ® � J OW W > q Dr g N W m a H ¢ O W '� Y \ a ¢ -- 1 6 0 O (D wQ F ` W' 'Wlw: H y U J h Lu Fyc/ >r .�• W O J W •' z Q s ACTIVE z a In -a< s 0 x o w w zx N a L q TYP. ELEVATION 2 ra oe.RNEI NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. MAX. OVERALL DESIGN PRESSURE (PSF) NOMINALSIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING P05. NEG. POS. NEG. X 65• 65 65• 65 LMI&SMI % 3'-0" 8'•0" 50' S0 50' S0 LMI & SMI -SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. 0.BE ADA 9111, I.IUINPDint Lock GAML O09/6R3/ld RNerente DWG. pA01.11A 16/19 w 7 SlATf OF y' OL (Reason: I am approving this document' Date: 2019.10.01 21:21:16-04'00' DATE: Q2.05.14 DWG. Y: CHK. Y: GL%TJM SS%MSS SCALE: NTS DWG. a: r)nl ri771; u INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITYOF 0.55. B, CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. . ....8. .SEE_SHEETS.6.AND2E0R_MQRF DETAILS..QETBEINSTALLAILONREQUIREMENT6,_(NC6UpINGARCHOR, .,_. ,..... ....... LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHORTABLE 61" DOORS 8'0" DOORS ANCHORTYPE ANCHOR SUBSTRATE MIN, MITANCE MAX, O.C. MAX. O.C, 512E EMBEDMENT DISTANCE SPACINGAT SPAONGAT JAMBS JAMBS WOODSCREW N10 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" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1. 17-1/2" 1-1/4" -CMU ITW TAPCON 3/16° CONCRETE/CMU 1-1/4' 1" 10" 14-3/8" B2 2- #9 X 212' PFH PFH SCREWS DETAIL B2 TYP -HOPPE 1-BOTTOM SHOOT MULTI -POINT SHOOT BOLT BUT PLATE PLATE LOCATION HOPPE #2G98911 2- 49 X 21/2' PFH SCREWS DETAIL D2 22 23 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) Dz /L�\ HEAD SECTION VIEW PREPARED BY: BUILDING DROPS, INC. 3U E. DANIA MAN e . WE. 3M DANIA BFACH, El A30Df 371/2' MAX. PH:lefial3ss sale AN: 1A3aliaa mR wfe:w..w.eNnau,N•nRN�R: TH w 3° TYP. C2 C2 >$�o LF L a0 z aym= IZ-j Q 5ai.. TIC) H h m Y L� L ccg o LOLL U'° 3 z z < Z < O O 2 X Q J / Q w d i. W= ti F'- REMARKS BY DATE Add ADA sill, MultiPoint Lod GL 06123t. Reference DWG. NAOID871A AM MAW A2 A2 ` P.ANCHOR LAYOUT fi'-B'®e'U'DDOR NEiDM Unallo ♦ CP:efD xfgHNN av NOi Rf35ERACnuAI [0 OtnONS:Oq ASvfC� Srt[.MF Silt CONeRgNS I'AUSX SROM iNf REDuipEM[NTS OFTAIIFD iFRJM.AD[fNSE ENu:NtfR aq AgCNIrtR 3HAEl vgERRgf S(IfSttl1H[ NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. =�E- SA OF tr: fgft,•E�.rt.. BF CN ,DNf�.�`R DATE: 02.05.14. GLjTJM SS)MSS SCALE: NTS DWG.#: D015726 SHEET: OF 8 2 PREPARED BY: . /It BUILDING DROPS, INC. i/ %/ 19. Eq.AN' BFADI, Ft.. 0 3. ��/�%/ i _ � o rAx:Lllsall7 saran 11 INTERIOR EXTERIOR EXTERIOR INTERIOR g 4 I INTERIOR EXTERIOR O m r g A d o s a N SSA 2 W L11 do JDO �¢ N "x �1 OPERABLE HEAD OPERABLE SILL OPERABLE SILL a ¢ Ln a Z= 4 OUTSWING SHOWN • INSWING SIMILAR 4 INSWING 4 OUTSWING �_� Q W1� O � r W > • C az 11 F EXTERIOR INTERIOR REMARKS BY DATE INTERIOR EXTERIOR / 7 INTERIOR EXTERIOR Add AOA Sill, htuniPoinuWt Gt 06R3p 10 /. I 6 . Reference DWG. NAOICH71A AM 09/16J: T'.Tv-ri•. to TOK IMDE A q ie Dn A ix i ND MAY. PFFLFCI—A C0.VDRWNS FgFA5vE01 S-.F -E —D— C— i xSTUF. 0-0 Dflnu xOM ME RFquiPFAF[xi50ETULD 11—AlK- 5 OPERABLE ADA SILL � OPERABLE SILL � OPERABLE SILL FAq°«�wnw,°`OIW L` mF�F� `.` 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING\\ ENDURA HCIS000 OPTIONAL AFCO H-497 ``��� •. O ?* N.77 �k �v sA OF itY E 9 :NTERIOft EXTERIOR a C TAu xgla�re R INTEAXTR EXTERIOR DATE: 02.05.14 DWG. Y: CHK. Y: GL TJM SS%MSS g OPERABLE SILL OPERABLE SILL SCALE: NTS 4 oWG.N: D015726 OUTSWING 4 OUTSWING SHEET: OF8 , 4 INTERIOR —8- #9 X 21/2" PFH EXTERIOR W/ STRIKE HARDWARE 4- MPL STRIKE PLATES n LOCK JAMB S% OUTSWING SHOWN - INSWING SIMILAR f 9 -#9 X 13/4" PFH 8 - #9 X 21/2" PFH W/ HARDWARE W/STRIKEHARDWARE(V-8" & 8'-0" UNITS) 4- MPL STRIKE PLATES EXIERAR INTERIOR MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN :INSWING SIMILAR HINGESCHEDULE DOOR HEIGHT QUANTITY 6'-8° 3 8'-0" 1 4 INTERIOR\�• / I*t4- 1- #9 X 2.1/2" PHILLIPS FLATHEAD WOOD SCREW 3-49X 3/4"PHILLIPS FLATHEAD WOOD SCREWS EXTERIO#9 PH1 WPS FLATHEAD WOOD SCREWS 17 USE 3/4" LENGTH FOR 6'-B" DOORS USE 1" LENGTH FOR 8'-O" DOORS — HINGE JAMB 5 OUTSWING SHOWN - INSWING SIMILAR HINGE DETAIL ATIAMB: PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP 13 - #8 X 13/8° PFH j6'-8" UNITS) 3-#8X2"PFH �15-#8X 13/8: PFH (8'-("UNITS) W/STRIKEHARDWARE COMES W/HARDWARE 1- MPL STRIKE PLATE EXTERIOR e INTERIOR 5 MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN -INSWING SIMILAR 4 - #8 X 13/8° PFH 1- REINFORCEMENT PLATE HOPPE 1#2512296 r6-',, MULTI -POINT LOCK 5 TOP REINFORCEMENT PLATE -ACTIVE PANEL ONLY PREPARED EIV: BUILDING DROPS, INC. 396 E. DANIA BEACH S=.6 3M DAHu BEacN.fE33BBA PH: 195.I3948F]B FAA. L95a1taA.l)38 ?°�v $ O LLLI `aim Sq m - 00 Lu gF Ee Lu a3 m�a� Q m Z Oti cc u CL Q 4 ZO Wo O O1.4 1�43 1= REMARKS Add ADA sill, Multi -Point LD& 1.fere D'AfG. 6A010873A LWONIE' r_i TASUTi SRE If SRE CONBDgAlS E EOEN.umu+Eurs n oaivnEriis . c sa�eeDmorbASfEDfi GVSf IN3]AWTIDNTO PfvIAtE Huiveiveiiniiv�ee-r�s�o ia`NB usewnn tmsuu . -.31111fU/, 'fl S_fATf OF DATE: U1°US°14 GLAW SS/MSS SCALE: NTS DWG. #: D015726 SHEET: OF 8 5 MIN. EDGE DIST. SEE TABLE SHEET 2 WW N 2X WOOD BUCK z� . . . . . . . . . . . ED �N W DOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) 6 OUTSWING SHOWN - INSWING SIMILAR 4 OPERABLE SILL 6 OUTSWING- NO ANCHOR REQUIRED SILICONE 111: OPERABLE SILL 6 OUTSWING- NO ANCHOR REQUIRED 3� OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: 2X WOOD BUCK BUILDING DROPS, INC. N S 390 E. DAMIA 8RCP 8M., M 33B WOOD ANCHOR oaxueEacx,a33ao+ vx,lBsg399ena SEE TABLE ON SHEET 2 ®FAx:I99CI744.— SIUCONE cc tea" d 0- -2 v a MAX. 2X WOOD BUCK M lr Q T a SHIM y F— m g MIN. EMBED. p ¢ In co SEE TABLE SHEET 4 U Z � JAMB TYPICAL o W= ( ) � OPERABLE SILL OUTSWING SHOWN -INSWING SIMILAR INSWING - NO ANCHOR REQUIRED p O 3 SILICONE ^+ SILICONE ~� f REMARKS BY DAl zxWOOD BUCK ZXWOOD BUCK Add ADA 11.MOt".1mLoci GL06/21 Reference DWG. NA01O871A AM09/1L 6� OPERABLE SILL rT� OPERABLE SILL ROMHFHMRRFMFN3a RllEnxl ExGIxEEROR RRCWiF[T SRALL RRERM 6 INSWING- NO ANCHOR REQUIRED 6 OUTSWING- NO ANCHOR REQUIRED �x YTTIll 117/27 AFCO H497 10 �* IN 77E 5 A _ OF 0 P, SILICONE SILICONE �BiFC¢7. I R TgNry 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 OPERABLE SILL � OPERABLE ADA SILL GL/TJM Ss) 6 OUTSWING- NO ANCHOR REQUIRED 6 INSWING/OUTSWING- NO ANCHOR REQUIRED SCALE: NTS DWG.#: nm S751 10 PREPARED BY: MIN. 1%WOOD BUCK /Z EDGE DISr. w , .,. (OPTIONAL) BUILDING DROPS, INC. SEE TABLE SHEET `'�,,_ •� , 398EO0RD[ACHBLVD..3[E.3M 2 � N D.NIA BEACx. il330Di CONCRETE ANCHOR SILICONE P. I93C1399DA]a f A SEETABLE ON SHEET2 A11:195aI—)7)]q.9 t]3 F • •wE9.ry naam:Erom CONCRETE/ MASONRY z F - BY OTHERS % CONCRETE/ m N :..� i 1 MASONRY v BY OTHERS o O mom q IX WOOD BUCK (OPTIONAL) SHIM CONCRETE ANCHOR -•• CONCRETE/MASONRY BY OTHERS h ¢ ccm 5 SEE TABLE ON SHEET 2 a I� 0 MIN. EMBED. u11 _ SEE TABLE SHEET 4 ¢ lL 1 HEAD (TYPICAL) _JAMB (TYPICAL) 3 OPERABLE SILL LU - Wa OUTSWING SHOWN -INSWING SIMILAR 7 OUTSWING SHOWN - INSWING SIMIUIR 7 INSWING- NO ANCHOR REQUIRED p Ua Z 0 SILICONE SILICONE SILICONE j J I= REMARKS BY DATE .Q "A. q .Q q q .Q q Add ADA01, MuI[i-Point Lock Gl 36123114 CONCRETE/ CONCRETE/ CONCRETE/ Reference DWG. pA01087IA AM 09/16/1E MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS l TKNO N IB off FIX II R FUCT ACTUAL CORD gKM FMASPEDM 1 iL.Ni SDE COxonrorvl CAu9[ iNSiwA]KNTO DErsrt 4 OPERABLE SILL © OPERABLE SILL �7 OPERABLE SILL OM mF RFgUiRFu[MSD eREDH v:T l FNSFD F[M1GINEEROR ARCXrtfCF fHMtP3EPARENESPF[NK 7 OLTTSWING- NO ANCHOR REQUIRED 7 INSWING- NO ANCHOR REQUIRED 7 OUTSWING-ANOANCHOR REQUIRED 1. �* it SILICONE SILICONE SILICONE S A - OF Q' 'Q ; q q G q ♦ `: CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS g OPERABLE SILL OPERABLE SILL / OPERABLE SILL DATE: 02.05.14 7 OUTSWING- NOANCHORREQUIRED 7 OUTSWING- NOANCHORREQUIRED 7 UTSWING/INSWING - NO ANCHOR REQUIRED W TJM HK.%; G GC/SCALE: NTS DWG. H: DO15726 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. BILL Of MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/IAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 THRESHOLD •- 5 THRESHOLD - 6 THRESHOLD - 7 AFCO H-497 THRESHOLD - 8 THRESHOLD - 9 THRESHOLD - 10 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THY) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 15 010 WOOD INSTALLATION SCREW W/11/2-MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 51 STEEL 18 LOCK SERIES 400 STEEL 19 DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGU E LATCH # 73229769 6-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH #73228780 B-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HL59000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH 98783923 STEEL OMESEHEAD/JAMBS BOMAEFTO THRESHOLD O THRESHOLD VARIES, O rir 4563" 4.56" I 5.62" OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD 10 a ' 4.62" —'i I 1'�— 4.56" 20 ROCKWELL MULT-POINT LOCK O O O 0000 ° p °Oo on ° is 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 3-L PREPARED RY: /Z BUILDING DROPS, INC. 398 E. DANIAREA01 DLW.SM 338 DA DEAOI. TL 33W( P.:1ls (l 9-0()R FP(:19StItNAi3B WEB: wv.O"IbF3G"Pimm En J Ljj C Q D U m m �q 0 >LL m O Q x m z z� z U Q W? W N O z Z W Z o P� a= ej o ov F 0 o 151 REMARKS BY DATE Add ADA sill, M"Iti-Po Lock GL 6/Z3/1 °4 - Reference DWG, 1A010871A AM 09/16/] ® o0 EYNDT RFAERAETI4L WNDrt�ONSFORA3PEN VL{(ipuD�i,pu uSiAttATIDu1D DEVW iROM TN! REDNRtMENT3 DRAItDMEgY1Al�NST3 0.63' ExciNEERaR.wcnlrlcr s�v _ natG 7 .79" �ao0� = -V S AOF *, THRESHOLD 22 HEAD SHOOT BOLT PLATE (LH) 4.57' --� I 1.75° DATE: 02.05.14 DWG. Y: CH K. Y: THRESHOLD ADA O HEAD SHOOT BOLT PLATE (RH) GL%TJM SS MSS 23 SCALE: NTS DwG.#: D015726 ®® SHEET: (] OF8 8 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Product E- ,W of JELD-WEN, inc. Design Pro / Smooth Pro Opaque (Impact) (HVHZ) for Florida Product Approval Rerw t No. 47 E 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744:4738 FX contact@buildingdrops.com 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 6'-8" H (Nominal) 3'-0" W x 8'-0" H (Nominal) Prepared for: 3ELD- WEN, inc 3737 Laorelport Blvd, Prepared by: Her es li . Nore►n, .E., Florida Professional Engineer # 73778 Date: 09/13/2019 Contents: Evaluation Report Pages 1— 4 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2019.10.01 21:18:24-04'00' ``` % j i 11111111OB N .7 7 -a S A OF Her me�s<FIN oR0d; P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: JELD-WEN, inc. Exterior Door Swinging Exterior Door Assemblies State Product Approval Method (1)(d) Date: 09/13/2019 Report No: 4663.2 Product Name: Design Pro / Smooth Pro Opaque (Impact) (HVHZ). 3'-0" X W-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 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 involved 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 complies with 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. L Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 09/13/2019 Q A Perfect Solution in Every Drop!Report No: 4663.2 Certificate of Authorization: 29578 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 (FBC 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 Date: NCTL-210-3916-01 08/30/13 NCTL-210-3925-03 02/07/14 NCTL-210-3916-02 w/ addendum 06/10/14 NCTL-210-3930-01 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 Date: SJW2013496-TAS 09/13/13 SJW2013-246 12/17/13 SJW2013-251 12/23/13 SJ W 2013-252 12/23/13 SJW2013-253 12/23/13 S1 W 2014-032 04/22/14 SJW2014-073 06/26/14 SJ W 2014-077 06/27/14 SJ W 2014-072 06/27/14 SJW2014-080 07/03/14 TAS Report Engineer of Record: Robert H. Zeiders, P.E. 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 3=° A Perfect Solution in Every Dropi Certificate of Authorization: 29578 Installation: Design Pressure: Date: 09/13/2019 Report No: 4663.2 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635, ASTM 1)638, ASTM D1929, ASTM D2843, ASTM G155 Report#: ESP010982P Report Date: 02/26/13 Refer to Installation Instructions (D015726) for anchor spacing and more details of the installation requirements. Refer to drawing (1)015726) for pressure information. Hermes F Norero, P.E. Florida No.73778 Page 4 of 4