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HomeMy WebLinkAboutProduct Approval.! A .t• it BCIS Home I Log In i tJsw RegLstraUon S Hot ibpk5 Submit Surctlarge i StatS g Facts Publications Product Appmval Menu > Pr29ULL or Application Search > Application List FlLmwC04�"PY �,.._.__.._._.<....____.�.�:.:____...w.�..._._.t_.s..��.3,.•......�...�_.r.�.:W__". ,.:_...::.: 1`' , .+ , Refine Search! Code Version 2014 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Manufacturer' v )/alidated By 'S a us h 91- I Revision ThermaTru CorporationRyan FL#: FL5891.2 7. King, Approved Model: b. "SmoothStar" P.E.ry P.E.LaL Description: 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or 767- 6555 Outswing Configuration category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratinnd m, rho Dnr ontactUs :: 2601 Blalr Stone Road Tallahassee Fi 32399 phone: BS_ D_ga7 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy statement :: Acce_sslblittv Statement :: Refund Statement Under Florida 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 mall 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 emalls 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 dick h€CO_. Product Approval Accepts: ® ®® W CreditCard -Safel . imps:/Avww.floridabuilding-org/pdpr app_ist.aspx 1014A7, 3:58 PM Page 1 of 1 THERMAITRU 0 THERMA TRU DOORS 1 16 INDUSTRIAL DR., EDGERTON, OH 43517 3rOrrX 618rl "SMOOTH START FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material sholi be beyond wag dressing or stucco, 3. When used in areas requiring wind bome debris protection this product compiles with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level'V and excludes Wind Zone 4 as defined in ASTM Ei996 and Section 1609.1.2.2 of the FBC. 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 CONTENTS SHEET# DESCRIPOON 1 Typical et wou s, design ressures 3 general notes 2 Door panel detoUs 3 Horizontal cross sections 4 Vertical c r oss sections 5 Buck and frame anchoring • 2X buck masonry construction 6 1 frame onchoring -1X buck m u--construction 7 I BTU of Materials 8 Components 37.59' MAX. O.A. FRAME WIDTH 36.OD" MAX. PANEL WIDTH d gx0 2 INSWING 37.59" x 82.19" +67,0 1 .67.0 OUTSWING 37.59" x 80.69" +67.0 -67.0 BY: AL e+: LFS YPIO NO.: FL-5891.2 7 1 or _ 7 P',akntAThwmTfuPERMANENT\wdaN V—IS\FL-SB91\DMMNS\OxaMI-589Ld% 22 Ole 0 80 0.81" 00 0 0 -1 ow 1- -1 1 CP 0 0 n 00 to yn NO DATE THM FIBERGLASS IR ASSEMBLY. DOOR PANEL DETAILS .T- I M M M la 0 10 M M No. 43409 M R Schmidt No. 43409 BUILDING CONSULTA NTS, IAW P.O. BOX 230- VOW00. FL 33595 Phone No.: 813.659.9197 FMIC C.A. No. 9813 0.\Qie Thema hu PERMANENrAorida Pn ` ,PmwIs1F45691\Dr awjngACum,nN45fl91.&S 32 • m c e m � c v CAP v x . o n O a' 0�7. A c ti N p n V o A 7 O N rn NG a m V C3 C.) _ V Z rt1A Ga M H x m m A D . At Q A A z m .Al O 0 w OD Z N 0 .. 14W28 12008 R.W. BUILDINa Ca..ULT.- INC. u ©© • • BNO • �� �- v �v No. 43/09 FIBERGLASS DOOR a•�1• P .aa..a 9r• :�.� SOOEOF • • PX- NNo.F4340 Iat ASSEMBLY: BUILDING CONSULTANTS, HORIZONIA1. P•C• Box 230, Valdco, FL 33595 CROSS SECTION F4wne No.: 813-659.9197 _ FBPE CA No. 9813 R1Cfier M7haim Tru PMMANDflVbft ft PmvalstFL-58911VrawulgACurrenra-Ss91.tMg, 42 salal '•�'v v ! r o 1 28 15 OF V N y�tno 1 611 12 RE 00 NO _DATE 213138 R.W. BUILDING CaNaULTANTa IN. Q m O >a 1 THERMA-TRU FIBERGIASS DOOR CROSS 1-1/4' MIN. EMB. (M.) 1-IM MIN. EMB. ITYP.) nw P"P°"'d By' MMOF m F. Schmidt �� ,•Q•� ' �O�y1A'11IIVW VBUILDINp CONSULTANTS. �NC P-0- Box 230. Valfico. FL 3,3595 P1wne No.: 813.659.9197 FBPE C.A. No. 9813 i MASONRY TYP. HEAD & OPENING JAMBS 2XBUCK—\ 0 a� ° BUCK ANCHORING CONCRETE ANCHOR NOTES: i. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjotnts. . Concrete anchor locations noted as'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. a 3. Concrete anchor table: AN66 a +4NCHOit, . M/M : MIfJ CLEARANCE MIN.CLEARANCE Ti'PE SIIE :EMBEDMENT JQ MASONRY TO gDJACENf. ` ,. ::..::.::...: :. EDGE..:.`:..........:...::dNCILOR:.i'i'. TAPCON® 1/4" 1-1/4" 2" 4" ELCO ULTRACON 1/4" 1.1/4" 1^ 4^ WOOD SCREW INSTALLATION NOTES Maintain a minimum 5/8" ed d' t g �s once, I end distance, & 1 o.c. spacing of wood screws to prevent the splitting of wood. f d 1� STRIKE JAMS MASONRY OPENING FRAM 2X BUf 6" FRAME ANCHORING Masonry 2X buck construction HINGE JAMB HINGE DETAIL LATCH & DEADBOLT DETAIL ZVI •.•• -ail •'� �p . 1 s n 0 V a V $ _ goil a o LU W C m �z i N m W _moo , i L: N.T.S, 9 BY: AL m0 BY: LFS ; V= No.: d FL-5891.2 o O T S OF % w q" O °o MASONRY OPENING FRAME TYP. HEAD & ' ' JAMBS UU' 1 X BUCK -\ STRIKE JAMB FRAME ANCHORING Masonry 1 X buck construction CONCRETE ANCHOR NOTES.• i. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX, ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the 'MAX, ON CENTER" dimension are not exceeded. 3. Concrete anchor table: i 2 � L. ANCHOR a ANCHOR M►N MIN CLEARANCE' MIN. CLEARANCE EMl1EDMENT TO /HASONRY TO AOJAluHOEN1 :-` : EDGE. '::c•::.za a.;;,.,.ANC;:'>',: -�ITW TAPCON® 1/4" 1.1/4" y" e 4" 6-TAPCON_ 6J " WOOD SCREW INSTALLATION NOT[S Maintain a minimum 5/8" ed d' t a g rs once, I end distance, & i"o,c. spacing L of wood screws to prevent the splitting of wood. D d HINGE JAMB LATCH & DEADBOLTDETAIL HINGE DETAIL ''''�////1/*Ill 01 M) U O 2 m U log 5� i c w i N � Q N^Z u c 4 23/08 i rs: BY. AL m' By: LFS 3 wii No.: d FL-5897.2 0 0 7 6 of 7 1 A BILL OF MATERIALS fiEM DESCRfP1)ON MATER A IAL 1XBUCKSG>=0,55 B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD WOOD D 1 H' X 2-3X PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING i0 ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3 1 /4"PFH ITW CONCRETE SCREW H 1/4" x 3.1 /4"PFH 11 CONCRETE SCREW STEEL J 1 /4' X OX PFH ITW CONCRETE SCREW STEEL K #8 X 2-1IT PFH WOOD SCREW STEEL L # 10 X 7' PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP STEEL LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4" X 4" HINGE .0I THK. FOAM 10 #10 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD STEEL 19 HEADER JAMB PINE, S.G.>= 0.42)W ALUM,/WOOD 20 SIDE JAMB PINE, S.G.>= 0.42 D 21 KWIKSET SIGNATURE SERIES 780 DEADBOLT WOOD 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP STEEL 33 SEIF ADJUSTING INSWING SADDLETHRESHOLD PVC 40 FIBERGLASS DOOR PANE, - SMOOTH STAR ALUM.COMP. 41 SS DOOR SKIN .070" MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN,) = 6,000 PSI SMC 42 TOP RAIL 43 LATCH STILE COMPOSITE 44 HINGE STILE LVL WOOD 45 BOTTOM RAIL WOOD 46 POLYURETHANE FOAM CORE -1.9 LBS. DENSITY COMPOSITE 47 1 LOCK BLOCK REINFORCEMENT FOAM WOOD NUTS; WOOD/LVL COMPONENTS (PINE, SG >= 0.42) r--- 4.56" —• I� 19 2D HEAD 6 SIDE Jamb iO4 '- Y., a'm •:z z W Q m c N t 9 W a. LZ E eZ I+— "—+I 2.2D L I I To 0 18LOW PROFILE OUTSWING BUMP FACE ajil 5.75' L i1 SELF ADJUSDNG SADDLE 1HRESHOLD M N.T.S. 1. BY: AL . ft LFS KING NO.: FL-5891.2 7 7 OF 7