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HomeMy WebLinkAboutProduct Approval8/21/2017 Florida Building Code Online SC1S Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications rbridq ) 4} Product Approval il�„ �, USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5891-R5 �. 50 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email . Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Rick Wright rickw@rwbidgconsultants.com Search 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 Lyndon Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. o. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year SSTD 12 1999 TAS 202 1994 File Copy https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPlZhpp/`2fndRcOWkL6ois4lbF60VZn Ig%3d 1/3 1 8/21/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/13/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/18/2015 Summary of Products i j FL # Model, Number or Name Description i 5891.1 a. "FiberClassic" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use i Installation Instructions Approved for use in HVHZ: No FL5891 R5 II Inst 5891.11.odf Approved for use outside HVHZ: Yes j Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: N/A I Evaluation Reports i Other: See INST 5891.1 for Design Pressure Ratings by FL5891 RS AE Eval 5891.1.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes ' installation instructions. (For FiberClassic doors, this product I approval requires the use of "]" part numbers for these doors, i i which have been stained or painted within six months of installation.) 15891.2 b. "SmoothStar" ^� 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or — — Outswing Configuration _ Limits of Use Installation Instructions i Approved for use in HVHZ: No FL5891 R5 II Inst 5891?2.1?df Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 5891.2 for Design Pressure Ratings by FL5891 R5 AE Eval 5891.2.pdf specific Model and for any other additional use limitations and installation instructions. (For SmoothStar doors, this product Created by Independent Third Party: Yes 1 approval requires the use of "]" part numbers for these doors, i which have been stained or painted within six months of ) installation.) https://www.floridabuildir 5891.3 c. "ClassicCreft" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing Configuration Limits of Use Installation Instructions I Approved for use in HVHZ: No j FL5891 R5 II Inst 589113.odf j Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See INST 5891.3 for Design Pressure Ratings by FL5891 R5 AE Eva] 5891.3.pdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. f 5891.4 d. "FiberClassic" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or i ! Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R5 II Inst 5891'4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.4 for Design Pressure Ratings by i specific Model and for any other additional use limitations and installation instructions. (For FiberClassic doors, this FL5891 R5 AE Eval 5891.4.odf Created by Independent Third Party: Yes i product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of i installation.) 5891.5 1 e. "SmoothStar" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 5891.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For SmoothStar doors, this product approval requires the use of "Y' part numbers for these doors, which have been stained or painted within six months of installation.) ig.org/pr/pr app_dti.aspx?param=wGEVXQwtDquw6mPlZhp%2fr 8'0 "Impact" Opaque Fibe glass I Outswing Configuration Installation Instructions FL5891 R5 II Inst 5891 j5.odf Single Door (X) Inswing or Verified By: Lyndon Schmidt, P.E. 43409 Created by Independent Third Party: Yes I Evaluation Reports j FL5891 R5 AE Eva[ 5891.5.odf Created by Independent Third Party: Yes i d RcO W kL6 of s41 b F 6OvZn Fg %3 d I 2/3 8/21/2017 Florida Building Code Online ----- — —1---- —----------- ------ _----- ---- S891.6 f. "ClassicCraft" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or { Outswing Configuration Limits of Use i Installation Instructions Approved for use in HVHZ: No i FL5891 R5 II Inst 5891?6.Ddf I Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 5891.6 for Design Pressure Ratings by ` FL5891 R5 AE Eval 5891.6.pdf specific Model and for any other additional use limitations and I Created by Independent Third Party: Yes installation instructions. I Sack trait Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-4871 1824 1 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 la 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 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 click here . 1 Product Approval Accepts: Creditf asecurl rt��rlelcs�° i i https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquw6mPIZhp`/`2fndRcOWkL6ois4lbF60VZnt-g`/`3d 3/3 THERMAI U 0 THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, ❑H 4351 7 31011 y 6r811 "FIBER CLASSIC" FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT' GENERAL NOTES I. 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 shall be beyond wag dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "Wand excludes Wind Zone 4 as defined in ASTM El996 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# DESCRIPTION _ — I Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - IX buck masonry construction 7 1 Bill of Materials & Components 37.59" MAX. O.A. FRAME WIDTH 36.017' MAX. PANEL WIDTH w m 4 �CLVlRALL� LiES►G`'btPRESSURe (P5F)4 PC1SlyNE �;tJ1:GA9i1!E .�_ � A16iEtif514N . INSWING 37.59" x 82.19" +67.0 -67.0 OUTSWING 37.59" x 80.69" +67.0 -67.0 0 r men 1Z TJ'14 £o: m TY N - Z O DATE: 4/23/08 i SCALE N.T.S. OM'G. ev: AL m DHK. Eh. LFS 3 DRAWING NO.: C FL-5891.1 a 0 SHEET of 7 N _L THERMANTRU (a THERMA TRU DOORS 1 1 E3 INDUSTRIAL DR., EDGERTON, ❑H 4351 7 "SMOOTH STAR" FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES I. 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 shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product compries with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM El996 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 DESCRIPTION Typical elevations, design pressures & general notes Door panel details N Horizontal cross sections Vertical cross sections Buck and frame anchoring - 2X buck masonry construction Frame anchoring - IX buck masonry construction 7 Bill of Materials & Components FRAME WIDTH 36.00" MAX. PANEL WIDTH 13 _ V' O ra E) it 1 �� r � � y�xOt%ERAl� DES�GFCPRESSUHE �PSFas S K�fi�ir r ' 11M N5 ON` �OSLjIV , 1V�GAHV kw INSWING 37.59" x 97.92" +67.0 -67.0 OUTSWING 37.59" x 96.42" +67.0 -67.0 Z4 SV. om 'Cnro z 0 0 0 UN •;Z v U aZo Z m a Em a m u a p o am N'r ma.G. i v Z W2 Of a cc �y 41 s� m N JW u �'a^ o �Q: EL I a SCALE: N.T.S. DWG. BY: AL CHK. BY: LFS DRAWING NO.: FL-5891.5 SHEET _L OF 7 RAGimts\Therms Tm PERMANENT\Ffodda Product Appl ls\FL-5891\Dmvvings\Curtest\FL-5891dwg, 21 F— O 0 n 1— 1.54"1 -0 rb M 22 n .;�-,7 Q-4 CA rn n M ;a (n %% 0 .............. tn Cn No. 43409 A PRODUCT: Docurn..t. Pnp—d By: . F. Schmidt THERMA—TRU Lyndon ........... P.E. No. 43409 nBERGLASS DOOR CA (A —2 172B715 UPDATE TO 5TH ED. (2014) FBC LFS 9 BUILDING CONSU 0 — TO 2070 FOC JK PART OR ASSEMBLY: u P.O. B.. 230. Wrico. FL 33505 JkW I REVISED DOOR PANEL DETAILS No.: NO DATE 13Y Phone 813.659.9197 FBPE CA No. 9813 REVISIONS 0 2000 R.W. B.-- C-u4T i R1Oienu\Thermo Tm PERMANENI\Flodda PmduRApprovals\FL-5891\Drawings\Cunent\FL-5891dwg, 31 3 �> I Z v " m 'v W � I O � x " 0O z ' A o� f �4 0o� I n OI OD V O O �• z m A m � 0 0 Q A A ® ® ® A N I D I Z Xm W W m 22 I0 x 00 70 a, X n •- 4.. Y Q n o '0 n A �c) N nen A O O �? a � 5� z z • . W Al m A m M a a m .v. • x A O 11 O O Z rc F O V 950 o •o 'O N w n o Q z O i I r m i. e v 'e �%%%SCHMjO Na 43409 ••: �^ Q PRODUCT: THERMA—TRU Document. Prepared By. 000EOF s Lyndon I Sehmldt �i •' ��� 1, FIBERGLASS DOOR P.E. No. 43409 IG o too tcb o e -1 W 1111 BUILDING CONSULTANTS, 1NC. R ' PART OR ASSEMBLY: Iv _. to HORIZONTAL UI/ P.O. Box 230. Volrfco. FL 33595 YYY CROSS SECTION Phone No.: 813.659.9197 F13PE CA No. 9813 I REVISIONS 2 1 26 15 UPDATE 70 STH ED. 2014 FBC LFS 1 6„11 12 REVISED 70 20I0 FBC JK NO DATE BY ® 2oos R.W. eurcorNa caraeuLr MalentA\ `henna Tm I'MMANENTWorida Product Approva6\FL-5891\Drawings\Cuwent\FL-5891dwg, 41 I i m � I r I0 I70 ° .• v f ° 7 ry ' 0•' ;- 0 0� rCn Cn C pp ° ON i, (77 c A A 9O M GO V m n A .v .. 1W Z � Z v� 1-1/4"MIN. nn I I EMB. (TYP.) N _ O nn X Z D c m A M M Om a � °. �m 0^ ° Y, 0 �71 22 •° v GOM 0 A O .' io r n z Z CO -4 4. ' vl OD .p 1-1/4•MIN. EMB. (TYP.) v.••�yeri?NaF••.�• •� `.� No.434O9 i `r' E I PRODUCT: Document. Preporod B): ; . Irmo: x B THERMA—TRU Lyndon F. Schmidt �i •• R018W,`.•' P.E No. 434os �'�i�`/pNAL I. r FIBERGLASS DOOR I� o 7, G /m{ BUILDING CONSULTANTS'1INRjj1 2 1 28 15 UPDATE TO 5TH ED. 2014 F13C LFS PART OR ASSEMBLY: I� in p c/ 1+ P.O. Box 230, Valrico, FL 33595 Y 1 6 11 12 REVISED TO 2010 FBC JK NO DATE BY 00 CROSSRTICTIONS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 zone w.w_ eurcwiun cn..wucrn,.rn r..c. MASOI OPEN] 2X BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. 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:—__ :ECN.CHOK. I:i::'# :•::::::•::: J4t(N;:>:;>;:;>::•;:;:• •:IV1IN#Cl,4RNE ?li1lKz>:Ct4i.#RANCE: iYP£ ........................ $IxE EAdA�GMENT :...........:.................:::•;: TOMASONRV •:::-.....:....;...;.................... 20ADJACENF ; :.::::....................................::......................................::::::::::EDGE.::::.::::.::::. •:::.:::::.J1NcNL1R•::::•.::; 1rn TAPCON® 1/4'• 1-1/4" 2"' 4" ELCO ® 1/4" 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 0 d zo MASONRY OPENING FRAME K TYP. HEAD & JAMBS ^ a U FRAME ANCHORING Masonry 2X buck construction '. ...........z�� onmZO t`• N 9 U N •• 0 $ ;z0 9aLa�o \ gyg oZ a O� Saj d N2 0 © � 2U oZD U' o Oro z UO ry=Z ly N UJU W J- �� ~m In C Z�Z �I O QY K Q Zm GO HINGE JAMB HINGE DETAIL LATCH 6 DEADBOLT DETAIL wTc 4/23 08 i SCALE: N.T.S. 9 MG. BY. AL m' CHK BY: LFS 3 GNAWING NO.: FL-5891.1 0 0 sHEEr 5 or 7 zo MASONRY OPENING e�A FRAME AD & MBS o 1X BUCK b •� E STRIKE JAMB FRAME ANCHORING 9_ Masonry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners maybe adjusted to maintain the min. edge distance to mortar joints. g 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors Co be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concreta.anchar-table: ;:.A_N.G.N.OR>:i:ANCHOlt.: is::::�:::IN;(Mi`;;:;::;: 'IVIIFI:`sCfARANCKi: ;;;::r..._,,.....................:::>;;; tiilNz?:Clli#RA:f1Cr: c•>;;:...:..;;..,...;...;.......;...:�;;:• 7i'P.E Ei1i1hIYMNT m MAsoNRY TO ADJACENT .........5%z� ................ ........... ......................... . ...............:.........:•.............. ITWV ® TAPCON 14 / " 1-1/4" 2" 4" ITVV TAPCON® 3/16" 1.1/4" 3" 1.1/2" WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5 8" distance. & V n.c. snar_ina 11. m / edge distance, 1 end of wood screws to prevent the splitting of wood, HINGE JAMB LATCH & DEADBOLT DETAIL HINGE DETAIL ` * % o /• zpi F:gO` om 1j11 Ill � o n m z° m atV •• 4 a 0z o Z' [ m 0` 0 ma a tnY m a:fE 0 c Z 9E c 3d U �O m� cc I rn 22 U UZ>- �W N Qq O O a ~ !1® 4123108 = e N.T.S. ° BY. AL m' MI. LFS 3 ZING NO.: FL-5891.1 0 0 T 6 Gr 7 n