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HomeMy WebLinkAboutProduct Approval Fiberglass PanelBCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search FI rid aProduct Approval USER: Public User Product Approval Menu > Product or ADplication Search > Application List Search Criteria Refine Searct Code Version 2020 FL# 14803.7 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Staarch Recultc - Annlicatinnc (,/� ® `'b c�_— .cx FL# _Ty_pe Manufacturer Validated Status By FL14803- Revision DLP-Pressute, Inc. FL#: FL14803.7 Ryan J. Icing, P.E. Approved R5 History Model: g. WINDSERT Description: WINDSERTTm an operational window insert utilizing a 6'8 Plastrpo "Impact" (813) 767- 6555 Outswing Single Door - available configurations (X) Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies -Approvea Dy 1JttPK. Approvals Dy DBPK snau De reviewea ana ratinea by the Puc ana/or the commission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 Chapter455, 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 Chapter455, F.S., please dick here . Product Approval Accepts: ®© 9h'sk Credit Card Safe EVIE®R CODE C%C)OMPLIANCE ST. LUCIE COUNTY B®CC C_— FILE Copy DLPw 6PRESSRI Hollywood,1, INC. 2125 y 33023 FM WINDSERTTm Operational Window Insert Utilizing A Fiberglass Door Panel OUTSWING 'IMPACT' GENERALNOTES 1. This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone' (HVHZ)- 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an Impact resistant covering. This product meets missile level ID" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.122 & R3012.12.1. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect TABLE OF COMENIS SHEEN DESCRIPHON 1 Typical elevation, design pressures. & general notes 2 Door panel details 3 Lite frame details and glazing details 4 Horizontal cross sections 5 Vertical cross sections 6 Buck and frame anchoring 7 Big of materials and components 37.5' MAX. OVERALL FRAME WIDTH Z q w I LL MAX. FRAME MAX. DESIGN PRESSURE (PSI) DIMENSION D.L.O. DIMENSION POSITIVE I NEGATIVE 37.5' x 81.I S' 20" x 29.13" +60.0 -65.0 NOTE: See Sheet 2 for Hardware Design Pressure Limitations �(at. � �o g t 07 O M m UN•• o �gE v O DZ 9mo m6.0 da CIF. N.T.S. M. BY. JK arc BY. LFS FL-14803.7 = 1 of 7 o.r 0.4" -1 FF CAP (PVC) HINGE STILE (LVL) SEE NOTE 2 35.75' MAX PANEL WIDTH 2 2 i O t°Pi F =ui / 7 w 2 SEE HARDWARE ry X TABLE n / SEE HARDWARE TABLE DLP LITE FRAME D (WINDSERT) 40 DOOR PANEL Plastpro INTERIOR 7 HORIZONTAL CROSS SECTION 2 / CAP LATCH STILE (LVL) 25 SEE NOTE 2 KMKSET KNOB: KWIKSEf SERIES +50/-55 PSF DEADBOLT: KWIKSEr SERIES (660) YALE LEVER: YH COLLECTION +50/-55 PSF DEADBOLT: NEW TRADITIONS 800 SERIES ( ) SCHLAGE KNOB: FSERIES +50/-55 PSF DEADBOLT: B60 / 62 YALE KNOB: YH COLLECTION +60/-65 PSF DEADBOLT: YH 83 NOTES: 1. SMS Screw spacing at head and sill: 5' from each end & one at centerflne (3 total). 2. SMS Screw spacing at)ambs: 5' from each end & spaced @ 8 -11' o.c. (7 total). �! TOP RAIL \\` �,.� 0 �0 in (COMP.) Y O SEE NOTE I I z 1 �•G= a C6 dj so -.p• ^r III •.... .•- `�\ N>M f*1 L� Pia.. o Xd NFL 9m� md0 a. a '0 'i LOCK J o: a w 0 J yr oz m z 3 W C :RIOR a o F 0 �I m 0 f a SEE NOTE 1 (0.075- MIN. THK.) FOAM CORE (POLYURETHANE- 1.9 PCF MIN.) N BOTTOM RAIL-- [Li LJ L Il .A (COMP.) 2 VERTICAL CROSS SEC17ON 2 e 9 14/15 z N.T.S. BY: JK m' C. er: LFS 3 iWINO NO.: FL- 14803.7 a N Er 2 OF 7 ex Industries RERMANENT\A -Florida FroaUC ApplOValSIFL-14tlVJ M UOMM\I - tCULU)NrL-mwa- awg, aA O z 0 65.5' MAX PANEL HEIGHT 29.13' MAX D.LO. HEIGHT �N bg W-• DX I 0.95' 0.69° 3� o X°'0.07' w N In W p o Z V w V 1.39' 1.02*TF:l 3 ^' F0. jl 62" ^' A 1 4, LL I I = A o f'a ® 0.76" N 0.29" 2.18' v y m 0.8" �{ 0.94" N p LF-- 2.27° - I+— 2.65" — LITE FRAME DEWLS AND GLAZING DETAILS � aloe m T G) \Il 0.44" F. Schmidt 43408 0 0 Z m� P No.43409 BUILDING CONSULTANTS, INC. P.O. Box 230, Valrlco, FL 33595 Phone No.: 813.859.9197 FBPEFBPE R�tatry No. 9813No. 9813 ® ZG15 R.W. 8UI1 DING CONSULTANTS INC. R\Gients\DLP Industries PERMANENT\A; Florida Product Approvals\FL-14803 Ext Doors\C- Orawings\FL-14803 (2020)\FL-14803.7-9.dwg,4R Is 04 1 n �y 02 ��c Q N � M Z C —Zt O � O � N N '0 aW aN O � A�► 0 O 2 X 00 V f Q V N �s o rm � a N (- � �4m O i 0 O � yo �41 a 7 V A� O I N m � n O � z �•gCH MSG .. P wit ' No.43409 September 1, 2020 ' $ H PRODUCT: Documents Prepared BY: •, `� Pn Sch tdt '''�I �OFa,..... I m DLP W NDSER7 NoI i% L, •P /{ 8UILDINO CONSULTANTS, INC. 2 B .3 20 UPDATE TO 7TH ED. 2020) FBC -LFS PART OR ASSEMBLY: I`1 W �1 (A HORIZONTAL CROSS SECTIONS V l� P.O. Box 230; Vairico, FL 33595 17 i6/17 UPDATE 70 6TH ED. (2017) FBC JK NO DATE gy �I D phone NO.: 813.659.9197 REVISIONS FBPE Re t No. 8813 ® 201 5 R.W. BUILDING CONSULTANTS INC. ' O R:\QIe1RS\DLP IndU5Me5 P,ERMANENT\A; FIOfIOBP CI=App�IS\FL-14WJ UT UOOfSN.-U2WIn]S\FL-14t5W(LULUJVL-14dU5.1-7.OWJ,]A n o o b. c t n r O a. H o. m Z M V O N 0.15" ;o ' C'SINK �0 (ryp•) m 1-1I4'MIN, EMB. (TYP.) N W O m a 'a a n ° .7y p m Z � mmx 29 -1 A cnT a CAP ts ° X r c � vO m � � n •n M EMB. (TYP.) p a z � V X a . O De n N 1-1/4" MIN. EMB. (TYP.) No. 43409 Septemba 1,2020 $ PRODUCT: Documerde P.pmed BY.0��i �ORID�:•' ♦♦� i Lyndon F. Schmidt (SJ co DLP P.E. No. 43409/♦♦ IN a o z WINDSER7 ////��A1;1\%% $ p t y 2 B 31/20 UPDATE 70 7TH ED. 2020 FBC LFS PART OR ASSEMBLY:• �Qc7�� BUILDING CONSULTANTS, INC. Iw �t x y 1 8 16 f7 UPDATE 70 6TH ED. (2017 FBC JK Fl 1. Ul/ P.O. Box 230, Valrlco, FL 33595 � 14 y U NO DATE BY VERTICAL CROSS SECTIONS Y Phone No.: 813.859.9197 REVISIONS I FBPE Registry No. 9813 -. N.W.-LO1..... U.LTANTH INC. P :r D TYP. HEAD &JAMBS MASONRY 7 OPENING 2X BUCK O BUCKANCHORING S n CONCRETE ANCHOR NOTES: a 1. Concrete anchor locations of the comers may be adjusted to maintain the min. G edge distance to mortarjaints. Z Concrete anchor locations noted as MAX. ON CENTWmust be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors moy be required to ensure the MAX. ON CENTER" dimension are not exceeded. `0 3. Concrete anchor fable: ANCHOR ANCHOR MIN CLEARANC MINY. L E :..::.:...:...............:.:......................._.................... ., . ,MIN .: l:K1BEDMENi TO MASONRY :. _ . ..:;EQ6E.:..:::.:.:::.:.:..:.....ANCHOR..:'_...: T010JACEEJT :. ITW ® TAPCON 14 / " 1-1/4" DeWALT ULTRACON 1/4" 1-1 i" 4" IiYif ® 3/16" '1-i/4" 3" T•1/T TAPCON E a' WOOD SCREW INSTALLATION NOTES: o I. Maintain a minimum 5/El" edge distance, P' end distance, 8 1"o.c. spacing of a wood screws to prevent the spTifting of wood. d (TyprT iN.* Q•O`�rmro P tea: \� Y4:� • °• :w' q� �zW �� 9 SEE HINGE ° 2XBUCK m •�0 CO Nc� DETAIL o v v z x Z o W (TYP.) G 1X BUCK g L01 9 Og O ou MASONRY�q 8 B� _ cR OPENING E o` a z a e OS c° 3a FRAME z aU U w •, w 2X BUCK o z � 3w ur U o X a ��nQa m ]gym b N V) Z SMKEJAMS FRAMEANCHORING HINGE JAMB w o Masonry construction z T 2X 1X LATCH 6 DEADBOLT DEFA1L BUCK BUCK BUCK BUCK ix 2X HINGE DETAIL OutsWng 56UE: N.T.S. DWG. BY: X a1K. Br: LFS ORAWING NO.: FL-14803.7 SNEEr 6 OF 7 .�`�%%o ra omm =oil I o F--- 2.44° — �t�— 2.13' a L oz m °c W pwstpm POLY HBER JAMB r' 4.56' —� 4 50. `z 0 o 'ta -- z.3s• — -�-- 2.z• --I 2 WOOD JAMB g 0.65• RFACH o z m §a 3 W O u! p U JJ p UI a. J O m c 0 a a Y WEATHERSTRIP E� Y m Erxhm Fone 5 T o^ N N N Z a� 0 Or O Q 4.55• a z 2+ STAINLESS STEEL MESH: ' rW- z 0.0WO30.0005 n Qo 1011010.5STWWDSPER INCH o m z z N�Z EI DATE. 9/14/15 i sr c• N.T.S. 9 SECUR"SCREEN M. BY. JK m' OURWING THRESHOLD ALUM (60M_TO) CHK. BY; LFS 3 30 DLP (QOSR) DRAWING Ho.: � FL-14803.7 m 0 SHEET ] OF ] N BILL of nitaTEmaTs REM 9 DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1I4° X 2-3/4° DeWALT OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1!4" X 3�/4' PFH DeWALT OR ITW CONCRETE SCREW STEEL H 3h6" x 3-1l4°PFH DeWALT OR ITW CONCRETE SCREW STEEL I 1!4° X 3-1l4°PFH DeWALT OR ITW CONCRETE SCREW STEEL L !!8 X 2-1/2"PFH WOOD SCREW (1.15"MIN. EMB.) STEEL 1 POLY FIBER JAMB COMP.lVINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 9 4" X 4"BUTT HINGE STEEL 11 !f9 X 3/4°PFH WOOD SCREW STEEL 12 BULB VINYL WEATHERSTRIP VINYL 25 #12 X 1' PFH SELF DRI