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Home My WebLink AboutPRODUCT APPROVALcrM151-SM-181 F fifes 8na Rec�ulat(a e St...ea Approval dqbpprProduct USER: Public Uur produ[[ APONVa' Menu > PIIIEOQ ar Anolimtion Search > Application LKf > Application eetdll FL # FL16708-R9 Application Type Code Version 017 Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code rd ]ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Rylee Sumner Fricks fbcl@jeld-wen.cem ui, s i Search j County EVIE �jE�D OR��a ::0 E C IMPLMHCE ST ILUCI COUNTY 3ELD-WEN Corporate Customer 3737 Lakeport Blvd. Klamath Falls, OR 97601 f800)535-3936 Exterior Doors Swinging Exterior Door Assembli s Evaluation Report from a Florida zegistered Arc iftect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcop Received Hermes F. Norero, RE PE-73778 National Accreditation and Mana ement Inst 12/31/2022 Locke Bowden P.E. n Validation Checklist - Hardcoly Received standard Year TAS 201 1994 TAS 202 1 11994 TAS 203 I 11994 Florida Licensed Professional Engineer. or FA L >roduCt Approval Method Method 1 Option D Date Submitted 04/22/2019 Date Validated 04/22/2019 Date Pending FBC Approval 05/01/2019 Date Approved 06/18/2019 Surnmary of Products FL Model, Number or Name Description 16708.1 A Design Pro / Smooth Pro / Studio Single (X) Impact Opaq a Door 3-0 x -8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation instructions FL16706 R5 11 A010871AX.02QS 017-02-02.QdF Approved for use in HVHZ: Yes Approved for use HVHZ: Yes 778 Verified By: Hermes F. orero, P.E. 7 • Impact Resi Yes Created by Independe tThird Party: es Design Press re: N/A Evaluation Reports Fe R a 6 2 _ _ df Other: es Created by Independegt Third Party: 16708.2 B Design Pro / Smooth Pro Single (X) Impact Glaz d Door 3-0 z I -8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions FL16708 gg 11 AOICE7 A X. GLz 5S 2016-08-26.gdf Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 778 Verified By: Hermes F. Norero, P.E. 7 Impact Resistant: Yes Created by Independe it Third Party: Yes Design Pressure: N/A Evaluation Reports FL 08 R -Ra4 20 -11-17. df Other: Yes Created by Independe it Third Party: 16708.3 C Design Pro / Smooth Pro / Studio Double (XX) Impact OF aque Door 6-C x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions FL16708 R9 II A010:7 ) ( OP 1 - 2-0 1df Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 3778 Verified By: Hennes F. Norero, P.E. 7 Impact Resistant: Yes Created by Independe t Third Party: Yes Design Pressure! N/A Evaluation Reports 8 A PER 4 S 20 - -17. d Other: Yes Created by Independ t Third Party 16708.4 D Design Pro / Smooth Pro Double (XX) Impact GI 3zed Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions FLI 6708R9 17 A010 374A XX,LZ 55 2016-08-2f),Ddf Approved for use in HVHZ: Yes Approved for use outside HVRZ: Yes 3778 Verified By: Hennes F Norero, P.E. Impact Resistant: Yes Created by IndependE it Third Party Yes Design Pressure: N/A Evaluation Reports F 6708 R PER S 01 --17.0df Other: Yes Created by Independ nt Third Party 16708.5 E Design Pro / Smooth Pro / Studio Single with sidelite(s) Door 9-0 x 6-8 and 9- X,O/ O,X/ 0, x 8-0 lnsxin ,0) Impact Opaque and Outswing Fiberglass Installation Instructions Limits of Use Approved for use in HVHZ: Yes 1 7 A XO 0 Op SS 2 7- 2- Approved for use outside HVHZ: Yes �ed By: Hermes Verified Norero, P.E. 3778 Impact Resistant: Yes Created by Independ nt Third Party Yes Design Pressure: N/A Evaluation Reports Other: 678 R EP R S - -17. Created by Independgnt Third Pa Yes 16708.6 F Design Pro / Smooth Pro Single with sidelite(s) (X,0/ O,X/ 0, 0) Impact Glazed Door Fiberglass 9-0 x 6-8 and 9-0 x 8 0 Inswing art Outswing Limits of Use Installation Instru 6 0 ions 8 XO O> c f - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Hennes Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Part) : Yes Design Pressure: N/A Evaluation Reports LI 70 PE a4 2.1 552 7- 1- 7. d Other : Yes Created by Independ!nt Third Pa 16708.7 JELoIENA DESIGN PRO / SMOOTH PRO / STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERALNOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WRH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS201.94 • TAS202-94 • TA5203.94 AS A FORCE 2 RESISTINGYOF THE ERISTING SYSTEM CAPABLE OF STRUCTURAL HSSTTANDINGR ANDMTRAONRY NSFE TRANSFERRING APPLIEDIGPRODUCILOADSITO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3 A SPECIFIC INSTALLATION IFSITE CONDITIONS CAUSE INSTALLATION To DEVIATE FROM THE REQUIREMENTS DETAIEO 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. S. "MEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. URE G REMAININGCSLLS NOT RATED FOR WATER IH497 SILL MEETS WATER NFILTRATION. INFILTRATION AUTHORITY HAT WATER AVING JURISDICTION NPREQUIRES THAT PRODUCT MEETS"IS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO =OH LENGTH ♦ CH HEIGHT IS 2 2.0 TABLE OF CONTENTS SHEET REVISION SHEETOESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERALNU 1ES TYPICALAN[HOR IAYOUTS AND NO 2 A 3 A OPTIONAL 2% BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL ASSEMBLIE5 5 A HORIIONTALASSEMBUES 6 A WOOD SUBSTRATES T A CONCRETESUBSTRATES 8 A COMPONENTS&BILL OF MATERIALS o� NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. CONFIGURATION MO. OVERALL NOMINAL SITE DESIGN PRESSURE(PSF) MISSILE IMPALE RATING WIDTH INSWING OUTSWING HEIGHT POS. NEG. POS.NEG. % 3'4)° 6'-B' 65' 65 65- 65 LMI & SMI % T'W B-AI _50• SO 50• SOc LMI&SMI 'SEE GENERAL NOTE 6, SHEET 1, FOR WAILn mnum.uvi. ,.rr,...... BUILDING DROPS, INC >aeB�suw®wsmw eBm,,nvro maawmwe rmlauinura W[8:�+�'lu nlbgvum 2s 2s w LDO is„Py &�oA C� W? NWu O¢ NC F� pn ¢p �4J W � Cf r• y6 N 'J` 1 �YJES F. Q' SCALE: 11 INSTALLATION NOTES: 1. ONE Ill INSTALLATION ANCHOR 6 REQUIREDAT EACH ANCHOR LOCATION SHOWN. ]. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACKTO BE 1141NCH. SHIM WHERE SPACE OF 1116INN OR GREATER OCCURS. SHIM(S)SHALLBE 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. JONTS.LEDGELOW DISAN LOM DIS MEASURED FROM FREE EDGED BLOCK DREDGE OF MORTARJORR INTO FGROUT FILLED BLOCK, DO NOT LNSTAU. INSTAULATION ANCHORS INTO ACE SHELL OF BLOCK 6. FOR E%STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 3X BUM CONCRETE/MASONRYCONSTRUCION- T. INSTALLATION ANCHOR CAPAOTIES FOR PRODUCTS HEREIN ARE WED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFICGRAWTY OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FILLED RENGTH OF 1000 PSIAND GR UTICONFORMS TO ASTM C 476,MNIMUM GROAT COMPRESSIVE T E Of 3000 PSI. D. HOLLOW BLOCK CMU -UNIT STRENGTH CONFORMS TO ASFM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF]ODO PSI. B. SEE ONSE7 FOR MORE DETAILS OF THE SHIM SPACING. REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGDISTANCES, AND 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD ORJAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE D6fANCE ARE ACHIEVED. ANCHOR TABLE ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN.EDGE DISTANCE 6-8-DOORS 8'0"DOORS MAX. O.C. SPACINGAT IAMBS MA%.O.C, SPACINGAT IAMBS WOODSCREW NIO ]XWOODBUCK OR FRAMING 1.1/3" 3/4' 171/1' 17-1/4' TAPCON' /I6° [ONCRETE/CMU 1.1/4' 2-1/2' I7-1/1' I-3/8'-LONG 17-1 " 17-1/4' LEf3ULiRACO —1/ ° DIETUCFA YT4�YAA ITWTAPCON 1 3/16' 1 CONCRE4/CMU 1d/4, 1' 1P 1b3/B' DETAILD3 FBI TYPHOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. 0 BUILDING DROPS, ING necow4uuxuw.ae.9u IVInBU[HaIYN °x:l9umrun ss�unlnRl<°a)n w.s.vmvA�� w H �Dm OZ g�tiw ip Q 2 � <y J V S O QQ WF Uyy F R J SCALE: N TYP. ANCHOR IRWeaetV A[WOarAMWXRI 1/4° MIN. EMBED TYP. WOOD BUCK 2X WOOD OD BUCK INSTALL. 2X WOOD BUCK INSTALL. NOTES: 1. 2K BUCK 15 NOT FOR INSTALLATION AT SILL 1. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. SL230 SL130,LEFT SL130, RIGHT SL230, 8'0. SU30, 8'0" SU20, LEFT SL220,RIGHT SURD, LEFT SL300, RIGHT SUNNI QUALIFIED SKIN PATTERNS .250rA10 .092��5 .030r.0i0 TYP. GROOVE DIMENSIONS 2K BUCK ANCHOR TABLE DOORS VV DOORS ANCHORTYPE ANCHOR SITE MIN. EMBEDMENT EMBEDMEM MIN. E DIST.TO SUBSTRATE MINCE TO CENTER DlSTANGE MALL O.L SPACING AT IAMBS MA3.O.L SPACING AT lAMBS ITWTAPCON 114° OONCREIE/CMII 1-IA• 2a/T 4. 25' 361(4° ELCO ULTRA bU4°CMB BUILDING DROPS, INC. ens.ouaeeruxeew..ar-ae ES ouneesux,nem rx:ps.unu+e rR.as.punaee WFB: wF.OUACFefiW ��e'^ ES �� >m ao uQ g�xs a ;2 OQm mYo xxO u ht NLO J n� Zp O u o o¢ 'AA 0S F. DATE: SCALE: DWG. d: 0 0 BUILDING DROPS, INC aur. PVn+auwmew.vicea umuu.c.,nemu rmnsrnwu>e ORFAIOR FMFRICR FMEAIOR _�INLEPRIR O YQ —_ A —T IMFNDI FIGEAOR N � o � b 5 / O� ✓, $a��, �F N n6 1 OPERABLE HEAD 3 OPERABLE SILL q OPERABLE SILL o f yryW A OULSWING �� >" q OUTSWING SHOWN -INSWING SIMILAR 4 ENDURA2ANG565F q AF[O I-129] 2 EEEjjjj C O W 11 PEMARNS BY DATF FIDEAIOR '/, WIENOA 7 INTERDA FI(IFWOA IdN.TWW, NWavolm WY Gt 3/: INTERIOR EMMOR / 10 5 OPERABLE ADA SILL 6 OPERABLE SILL OPERABLE SILL q INSWING/OUTSWING 4 AFCOA276/P-2000 q OPTIONALAFCO H-09J ENDUMH "O" ��'•' Pp a IMFNOR EXTERIOR R IMEA1011 EIOERDA — /' , DATE: 02.05 " GL T1M L SCALE: NTH g OPERABLE SILL 9 OPERABLE SILL owG.a:pO101 SWoOUT ING SHEET: q ODT" LUNIAII] q 0PT10NALENDURA2OBL6565F 4 INTEPJOR i 1 LOCK JAMB 5 OUTSWING SHOWN -INSWING SIMI AR 0-119 X2112- PFH W19MKE HMDWME 4MPLSMIKEPLATES EMEAIOR HINGESCNEWLE DOORHEIGHT I QUANTITY 3 HINGE JAMB CJ OUTSWINGSHOWN-INSWINGSIMILAR HINGE DETAILAT LTM8: PLACE N" 2.1/2' PFN SCROM NOOTO WEATHERSTNP E - NB X 1318-PFH 1-REINFO OPPEUB12296 —\ ENTPUTE NOEM N3.612T96 FIITEAIGR 0 BUILDING DROPS, INC. n,Touu�v�wuw-n�m �Y�LNnFNY nLPLPnM10 u.psmwns w[h...eaeapaw... '$^� o,Try C� m iQws O F<� � U Q Z O i�1FF^�Jfo� O=V� �ISSI"�i = SCALE: F. 5 MIN. EDGEDIST, SEE TABLE SHEET 2 THEAD (TYPICAL)_ OUTSWING SHOWN - INSWING SIMIUIR T6 q OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED AFCO2.229T T6 g OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED AFCO A -SIT IEET 2 SILICONE i* � � n♦.W � �QW�I� JAMB (TYPICAL) 3 OPERABLE SILL 6 OUTSWING SHOWN -INSWINGSIMILAR 6 INSWING -NO ODS RE UIRED ENDURASIUCOIJE SWCONE 2KWOODBUCK 2K WOOD BUCK 0 BUILDING DROPS, INC. aaer. owueeminm. m.m o Mfefanfcol ns.wcun IY:DHYa4.nB Wfe:wm.Y Nlfgvum O $ oW N OU o� N 4Y � m n� 0 °o 0 3 w I••7 6 OPERABLE SILL 7 OPERABLE SILL m° IN5WING-NOAN[HOR REQUIRED 6 OUTSWING-NDANCHOR REQUIRED SYAASE �S F, p�//// 6 AFCO A-376/P-ZGGO AFCO H ` IRQ .... APO V ... 7 -.i- =v. POTT�'•...........0 �' Z, •• --- � SILICONE --�—�—_� SILICONE---�--+*/��F"S u.r.or.A 2K WOOD BUCK 2K WOOD BUCK BUCK g OPERABLE SILL OPERABLE ADA SILL �—GL OUTSWINO-NO ANCHOR REQUIRED 6 INSWING/OUTSWING- NO ANCHOR REQUIRED SCALE: 6 ENDURAZORUS65F ENDURA NCIS000 DWG.I p OPTIONALLY, ANCHOR CAN BE PIACED IN NARROW I 6 SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. MIN. (OPT EWE DIST. SEE IMUSHEET2 ED $NAIL HIM SIUCONE .4 CONCRETE/ MASONRY RYOTHERS q OPERABLE SIL L UD�GNOANCHOQUIREI AF C.J-2297 6 OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED AFCOA-276/P-2000 SILICONE SIUCONE A A CONCRETE/ CONCRETE/ MASONRY MASONRY BY OTHERS BYOTHERS ---- . —. , P'. I, NO ANCHOR REQUIRED AFMA-117 [L> OPTIONALLY ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, SIUCONE CoNum/ MASONRY BY OTHERS rgOPERABLE SILL Qv— JNSwNO - NO ANCHOR REQUIRED —ENDURAML4565F SUCOME A e. o. CONCRETE/ MASONRY SYMERS OPERABLE SILL (7 OUTSWING.NCANCHOR REQUIRED APED H497 BUILDING DROPS, INC. aurovnurm u - two DATE: SCALE: Tw`G74 F. F.1 h f. 1, I b � I BILL OF MATERIALS 4 i NEM4 DESCRIPTION .MATERIAL 1 FRAMEHEAD/JAMBS DNGER40INTEDPINE SOLID PINE LAMINATEDVENEER LUMBER COMPOSITE 2 (NOTUSED) 3 INDTUSED) 4 ENOURA 2AI14565F THRESHOLD S AFCOJ-2297THRESHOLD 6 AFCOA-276/F2000THHESHOU) " T MCOH497WRBHOW B AFCO A-117 THRESHOLD " 9 ENDURA Z0814565F THRESHOLD ' SD ENDDM HCLSOW pOATHRFSH0ID " 11 WEATHERSTRIP URETHANEF'OAM& POLYETHYLENE 12 NON.COMPNESSION SHIM (0.25°MAK.THK) COMPOSITE 13 (NOTUSFDJ " 14 (NOTUSED) " SS BIOWOOD INSTALLATIONSCREWW/11/2°MIN.EMBEDMENT STEEL 16 CONC./CMU ANCHOR ISEE ANCHOR TABLE SHEETS 2 &3) BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL STEEL 17 SB NW METLOCKSERRS400 5TEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH A]322876868 UNIT ROMMU MULTI MNTTONGUE LATCH 97322878084 UNIT STEEL 21 HOPPE MUUf01NT HARDWARE NL5911D0 STEEL 22 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE IN 09784091 STEEL 23 HOPPE MULI-POINT READ SHOOT BOLT PLATE RH#8783923 STEEL 1 FRAME HEAD/JAMBS-- _O O -El VARIES, SEE BOM AT LEFT ROCKWELL MULT-POINT LOCK 0 � O O 0.0. bm §a o me o e o e OHOPPE MULT-PAINT Z1 W/ ILL SHOOT BOLT PLAI ST1 Mm— BUILDING DROPS, INC. Iweo.xuuu. nw.REw ewnuw�nlw M'fl511191MIL �I�HP+uIID vw.eYPnlmuPmm &gin ZE �n 0 J O � n F ¢ 2 )ay< W O Z w Z 0 a mnmu nii lIy �IIIRIIIl�plr %�1%3ES F. O OOa —1 Lo5° — % C O AFFC01D2297 - - `-. -O-AFCO.A276/P_2000. -. _.. _ZZ..._ HEAD_ SHOOT_BOLTPLATE (LH)__. Ip� S 6 THRESHOLD 57° DATE: DWG.I 10 ENUUHA NL.IDVDU HUN H...... OAFCOH-497THRESHOLD O AFCOA-117THRESHOLD O EHRSHOLDOBL4565F THRESHOLD 23 SCALE: NT: 7 DWG.n:AO10 ®® SHEET: R 4.58"