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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS� y RECEIVED l� Y AUG 14 2018 NOT,t i BCIS Home Log In j User Registration j H t Topics Submit Surcharge I Stats & Facts Publications ; Contact Us BCIS Site Map Links Search ST. Lucie County, Permitting Product Approval USER: Public User Product Approval Menu > Product or Aooliration Search > Application List > Application Detail1i�/�y[lil` _ FL # FL11136-R7 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Li )ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Rylee Sumner Fricks fbcl@jeld-wen.com ]ELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing. National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL11136 R7 Eouiv ASTM E84 Equivalency Letter SS 2017-08-31.Ddf Method 1 Option A 10/26/2017 1--.. _,.... . Xdea alu Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/08/2017 Summary of Products FL # Model, Number or Name Description 11136.1 Contours Steel, Steel Edge 3'-0" x 6'-8", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes f,11136 R7 C CAC NI011233-R2.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R7 TI DC9970-1 Installation.1df Verified By: National Accreditation & Management Institute Created by Independent Third Party:, Evaluation Reports FL11136 R7 AE PER3389 ndf Created by Independent Third Party: Yes 11136.2 Contours Steel, Steel Edge 3'-0" x 6'-8", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011233-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R7 IT DC9970 Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R7 AE PER3390.odf . Created by Independent Third Party: Yes 11136.3 Contours Steel, Steel Edge 3'-0" x 8'-0", Opaque, Single Door,. Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R7 C CAC NIg112„ a2-R2.Wf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +61/-65 Installation Instructions Other: 71-11136 R7 II DC9970-1 Installation:odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R7 AE PER3389.ndf Created by Independent Third Party: Yes 11136.4 Contours Steel, Steel Edge 3'-0" x 8'-0", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R7, C CAC NI011232_R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +61/-65 Installation Instructions Other: FI-11136 R7 II DC9970 Installation.ndf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R7 AE PER3390.odf Created by Independent Third Party: Yes 11136.5 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL] 1136 R7 C CAC N10111401-R3 ndF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2026 Design Pressure: +66/-66 Installation Instructions Other: FL11136 R7 II A008267-FL Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R7 AE PER3399.ndf Created by Independent Third Party: Yes 11136.6 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R7 C CAC NI011401.02-R3.rndF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2026 installation Instructions TELIMEN6 Steel STEEL. STEEL EDGE DOOR C ' 6'-8" & 8 =0" SINGLE OUTSWING OPAQUE IMPACT DOOR � a1 GENERALNOTES Max. FRAME wlorrt O 1. THIS PRODUCT ;S DESIGNED TO .COMPLY WITH THE FLORIDA a' o.a F- CID T' CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY M(• PANE{ WIDTH U CC .J to HURRICANE.ZON'c" (HVNZ) REQUIREMENTS. ? C) -I C? 2. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY 3'-r 3/s• oA, ji CL CV TO TRANSFER LOADS TO THE STRUCTURE. `M�• FRAME WIDTH 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 3' O.A. W Y T a? AS 'SHOWN ON DETAILS. ANCHOR. EMBEDMENT TO BASE MAN. PANEL MIMI MATERIAL SHALL BESHUTTERS WALL DRESSING OR STUCCO. FIti 4. IMPACT RESISTANT NUTTERS NOT REQUIRED. bL;;.Zj 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: n _ -FOR 6.8' WOOD FRAMES - SEE TABLE SHEET 1 l co 0- -FOR 8.0" WOOD FRAMES - SEE TABLE SHEtr i { 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM-E331. ® ® 's i ? 7, SEE DESIGN PRESSURE TABLE & NOTES BELOW REGARDING WATER INFILTRATION REQUIREMENTS. a x a LL tt OUTSWiNG IMPACT STEEL EDGE DOOR $ 27 'a tcom.M:on to oil hnme conOxior' Q& DOOR LEAF CONSTRUGTIQN: ' A 8 d r, O oq F; rev sheets: 24 ga. (0.020' minimum thickness, Galvanized A A o o c _^ Steel A-525 commercial quality - AKDO per ASTM 620 with r„ ° 0 -41` minimum average yield strength Fy=26,240 psi. , W Z Q to i Core design: Expanded polystyrene with 1.0 to 1.25 lbs. m v n V1 a' Pz C> I density, by JELD-WEN.In W ' i Panel Construction: Steel face sheets glued to expanded I m j ? polystyrene (EPS), with steel top and bottom rails and .� to 0 w W� steel stiles with a wood lack block reinforcement. The hinge stile contains a MOP board for added hinge support. I .. N e rr U W Frome Construction (froth Frame Tvicee}: The head jambs i and side jambs are mortised, butted and joined using (3) *"A A a 7/8' x 2' wire staples.. An bumper threshold OUTSWiNG 2 threshold was unitilized of the sill. An cpfionoi aluminum ADA threshold is availchle. ui C3 6 `B" STNGT,r 011TSIY(:UG ITATIT (X� B'0" STNGLF OITTSFPlr4C ITN/T ($� OVERRAN � N) TABLE OF CONTENTS SCA.LE:' 1I2" =1'-0" SCALE. 1/2" =1`-0- , I LENGTH t I! SHT If DESCRIPPCN - 1 TYPICAL ELEVATIONS & GENERAL NOTES ` 2 VERTICAL CROSS SECTIONS & BOM _ Ai I ODOR h/i,Q,+i S AR Vl N D 3 HO?IZONLIL CRASS SECTIONS FROM THE EXTERIOR S1L1E 1 9 d E a -,ma 0 4 AtsCHORING LCCATICPIS & DETAILS ' .�, `•- rn 5 UNIT COMPONENTS , i, —� © W x � %I(N0,: PRODUCT HAS N BEEN RATED FAR ¢ ; z WATER INFILTRATION UNLESS USING ITDA 11 Sw I `,�' 'IF AUTHORITY HAVING .:URISDIC ION REOUI " � - o 0 THAT PRODUCT MEETS THIS REQUIREMENT, ri o M O PRODUCT SHALL BE USED WHEN INSTALLED f o o r o ^ 0 r 3 LOCATION -if t BY VERHANG SUCH NOTE, USE OF ITEM 1 i MEETS VIA,ER THAT OVE Yk1tS" �t+� 0 = OH LENGTIi :- i INFILTRATION REQUIREMENTS UP TO A DESIGN OH HEixi I� O �'i� J�� a m v yr I,, Z PRESSURE OF +70 PSF (UNLESS VALUES IN DESIGN PRESSURE TABLE TO RIGHT GOVERN) \VTI�,j, A HERMES F, NQP.ERO oaTE 12/07/07 ) `r•":O FLORIDA P.E. N0. 73778 AS NOTED SCAM v T F xc, BY: EAG �pO .l . ;emu/` C:K sr:S, SAFFEL _-- -. -_--. - Digitally signed by Hermes F. Narero, P.E. 4��i�s3 .. ••.. • • �\; OC997 DRAWING - -- -� sUrLpNG oaaPs, i. c. - �-- - - -- --- asorrl3mappmvt_ rh'<documenc -- �i lflNAt \� sas usr aAw. seise eLva Date: 2015.04.1009:}59-OS'CG' - ---- -- - - - - t11111DESIGN PRESSURE RATING • V7Y.x7tE wATFit ryE?uw'`nam REGS1rdEMENr [5 HfEBEa � weiExE wAsc� w�LZ+aTron t � ftEailRl3fEM7' F5 ttaT NEEoED 6'8" (X} +70.Opst -SO.Opsf � +80.Opst -80.Opsf 8'0" (i(} (-+{1.Opst r -65.Opsi � +61.Opsf -65.Opsf 2 1/2" MIN. 3%4" w MIN. EMBED. 1 1/4" MIN. ( _" EDGE DIST. W ?t y 9 EMBED f y 31 731 ffl a� may_ 32 — �oi. 3 �_— �3�2� SEE DETAIL A SEE DETAJL A 18 13 ON SHEET 5 78 Vy` 13 ON SHEET 5 Z z s0 O io O .a,cc is a) du ' saa00 It ii to is o is al coOD 10 O !1 li d i3 a h C?SJ 0100 h F 'CZ_7 c``a 000 La Uj'{ co 00 to a0 ww as =z X 16 W tai 5CK X. X 16 4i Ld a€ Z. 0o ao 4 >cX 4 4 t ! �S Q•S 26 Y.• 0 0 26 d o 19 cq !013:��i 13 11 31 3/4" MIN. � 7 1 1 /4" MIN. —� NIX "D EDGE DIST. EMBED 9 EDGE ST. I MDESCRIPTION AIATFRlA! 1 LATCH JAMB 1 1 4" x 4 9 16" PONDEROSA FINGER J93NTEO PINE PINE 2 HINGE JAMB i t 4" x 4 9 16" PONEROSA FINGER JOINTED PINE PINE 3 HEAD JAMB 1 1 4 x 4 6 16" PONDEROSA FINGER JOINTED PINE PINE 4 4" x 4" EUTT HINGE 12 a..097" PAGER 5 #9 X 1" PFH WOOD SCREW HINGE TO DOOR 6 #9 x 3 4" PFH WOOD SCREW HINGE TO DOOR STEEL 7 8 PFH WOOD SCREW WITH 1,15 A11N. EMB. INTO SUB —BUCK STEEL 8 10x 2" PFH WOOD SCREW STEEL - 9 3 16" IiW TAFCON MIN. EMBEDMENT 1 1'4" INTO MASONRY STEEL 10 ADA EXT. ALUMINUM THRESHOLD MODEL 6063—T5 ALUM, 11 OUTSWING HIGH DAM THRESHOLD tl•75" :.t 5.25") ALUM, 12 OUTSWING BUMPER THRESHOLD 1.0" x 4.625' — 13 COMPRESSION WEATHERSTRIP SCHLEGEL O—LON COS 650 FOAM 12 x 3" PFH 'HOOD SCREW STEEL PFHWOOD SCREW STEEL FACE SHEET 24GA r.020" THK. MIN.. GALVANIZED STEEL STEEL 8 x 2' PFH WOOD SCREW STEEL r2O TOP RAL 1.73" x 1.21" x 0.021" THK). STEEL BOTTOM RAIL 1.73" x 1.21" x OA21" THK STEEL SIDE STILES 1.73' x 1,21" x 0.021" THK STEEL WOOD LOCK BLOCK 1.67 x 3.0" x 18,75" WOOD STRIKE PLATE — 23 MOF BOARD MDF 24 0.50" x 1.69" DOOR BOTTOM SWEEP VINYL 25 WOOD LOCK BLOCK WOOD 26 EXPANDED POLYSTYRENE 1.0 to 1.25 lb. DENSITY) BY JELD—WEN FOAM 27 KWIKSET TITAN SERIES LATCH & DEADBOLT 200 & 6660 28 KWIKSET TITAN SERIES LATCH & DEADBOLT ' 70O 29 LATCH SCREWS #8 x 1 1 2" PFH WOOD SCREW STEEL 30 INOT USED — 37 2X WO00 BUCK Wppp 32 1/4 MAX. COMPRESSION SHIM WOpp 33 116 GA. 7 16" CROWN x 2" LONG STAPLES STEEL 26 16 0 19 24 z� 1 I ' W 9 2 .1/2" MIN. �+ EDGE DIST. [CAL C 1t 1 ff N 'YP. — �1 7 �O ' F y �K ... ��i `sS'Jnni ni •�� .��� NO. 7 xn, ;AS NOTED sr: EAG sr:S. SAFFE la No-- OC9970 r � m ro mg� V X/j jj/ f v In m: z .� . y ?<rq xcoCIO cn d Y A t?717 g N iw N �. wP v m 1* q . q N �\ \ y N II N m 4. g 4. m m ° W mN 0'aa Ali, Fff--O] O ®III® ®®®� ®®®®E �7J1 Diu n , ®m mm®m I 96.0` MAX. I . 8801300 PANEL HEIGHT ' Bm 0ERm0 ' �x go M ,t zZ v0 PANEL HEIGHT , Oo 2 z ^ j S 01 20 15 M EbiU f8c LFUIB SIM is 5 08 1 s 12 DIG FBc OP m JLA STEEL, STEEL EDGE DOOR JELD-WEN, INC. C7 �+ .1 `-% b. r;•� 4 t 2 13 07 iiF[LiEE• MN 40 10 WO EAG 6'-8" & W—O" SINGLE OUTSWING a cn 0-0 3 07 #(07 cE ak W. JWJ OPA UE IMPACT DOOR 3737 LAKEPORT BLVD. o11 ccue�u rm. nMF1PART or: ASSEFMBLY:KLAMATN FALLS, OR, 976Qi m " NO 1DATE! e ux1A s y HORIZONTAL CROSS SECTIONS PR 541-882-3451. REVISIONS a s/is^"— a sjls^ SEE DETAIL D 6=E m TYP. 6" �. r 9 1 16" \ n W I 9 t 16, 7 9 1 TYP — t j SEE DETAIL B 9 11/16" A 7 9 8 TYP. i 6=1 ' S SEE. DETAIL C A,,VCHOR[,VGG LOCATIONS 8'8" OUTSJY71'YG SINGLE !UNIT (X) SCALE• 118" =1'—O" 6 14 6 r d a 8 17 o 0 a SEE DETAIL D SEE DETAIL A m d DETAIL A 6" t a 3/4" Z C) Q M _ _ 7 9 w t'-0 IT TYPI _ 2'-2" Lu 1 { 1'-0 1/4" 1 i z i'-0 1/ 7 9 2' } TYP i z i'—otv4 C) ry 0 t'-0`i/4" SEE DETAIL @LU C TYP. L%Cololo f INN ' w o Q � z 6=-) 6" �— SEE DETAIL C IN ANCHORI_kC LOCATIONS 8'0" OUTSIYI.W. SIAICLE UNIT(X) ALL DOOR MODELS ARE VIEWED SCALE.' 1/.2" =1'-0" FROM THE INTERIOR SIDE DETAU C DF.TAII, D SCALE." 3" =1'-0" SCALE., 3" =1'—O" F - SGatE: AS NOTED Drrc. er; EAG cs;c BY.S: SAFFELL DRAWING NO.: mn. W OC9970 � eeaa w.va 4" ,- 0 1 �r� r 3/4.• N j f J / 0 4,, �� ��//jj/ �i0 jff/cc ,- z 0 C? - 2 3/16" �) 1/2" ��OlJTSRING HJGH DAM THRESHOLD �� Z w oa W 1/16" (Min) SCALE.' 6" =1'-0^ Q Fc�IOlNTED p'.- UT V 4a4sf2 GA. ,a bA ALUMINfIt! THRESHOLD "-0" ��)SCALE6 oti�¢Ln n J = SCALE.• 6' -1 =1'-O" SCALE.• 6" =) 0" `1 q. rWOJA.If z �OLT7SWING BMIPER THRESHOLD J SCALE.- 6., =l •--0 1 3/4" o 3/4 } 6�1 3/16" cs p C w wul z 1 1/4"za 3j16" 7 1 /8" y 4 O w 13 C M,jZF,.F,S7nWE FSCALE- 66"/'-O 7$, �Q nn TOP R SCALE:SS E_YT7lQ 1� SCALE:' 6' —/--O" '2`3SCALE:' 6Rn >'-0" n o O� n a { 18 3/4" or 8'-0" DOOR 11 3/4" FOR 6'-8" DOOR A ' 1 23/32" a Y � . 1 3/16 4 1/a" /� '�� 3/16" C-SINK.� I- tee• 1 �OtA. Ei- .a - VARIES WISH � h « � HARDWARE USED �Q VTArYL ROTTOM DOOR . WEF. 27 , I'CICK fOCll DF.TA11, A � SCALE 6" =1'-0" SCALE. 3" =1'-0" SCALE.- f14- -1 -0" .., 1 �O FLORIDAERM P.E. NO.R73O778 oaie 72107107111 SAS NOTED aWG, By_ EAG moo'. : ' csi& er:S. SAFEEL DRAWING NO, DC9970 - - - -- - - aaaHc cwcs. � -- ---