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Home My WebLink AboutProduct Evaluation Report Smooth STar Fiberglass Single doori R W R W Building Consultants, Inc. Consulting onsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 913.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813. Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation 3'0" x 8't3 Exterior Exterior Door 118Industrial Drive "Sioaoth5tar" Doors Assemblies Edgerton, OH 43517 9 F'ber la SI ie DslO " g �8 Phone419.298.1740 , inswin OcOutswin Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tfu. Corporation based on RuleChapter No. 61 G20-3,. Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and LyndonF. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing, or distributing the product or in any other entity involved in approval process of the product named herein. Limitat/ons: 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 baSeL material shall be beyond -wall dressing or stucco. 3. When used in areas requiOng Wnd borne 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."D" and excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x:buck masonry construction. 5. Site .conditions that deviate from the details of drawing FL-5891.5 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-5891.5 for size and design pressure limitations. SupportMg Documents: 1. 'Test Report No. ETC 01 741-10701.0 CTLA 98OW 2. Drawing No. No. FL-5891.5 .3. Calculations Anchoring Test Standard TAS 202-94 SSTD 12-99 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared.by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies Sheet 1 of 1 Testing Laboratory Signed'by ETC Laboratories: Wendell W. Haney,. P.E. Certified Testing Laboratories Ramesh Patel, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed bg Lvndnn F Srhmidt P F Lyndon F. Schmidt,.P.E. FL PE No. 43409 1129/2015 File Copy IHERMAITRU' THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 43517 i, ��sM�oo�rH�sra•R� FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and 4 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 bome debris protection this product complies with Section 1609.12 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 E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same 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 COM11 MS SHEE►i DESCRIPTION I Typical elevations, design pressures & general notes 2 Dow panel details 3 Horizontal cross sectiors 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring -1X buck masonry construction 7 1 Bill of Materials & Components 37.59" MAX. O.A. FRAME WIDTH 36.00' MAX. PANS. WIDTH p$a= LL 0 P OVERALL DESIGN P1tESSURE (PSFj' SiNINi;� FRI1M� biMEtYSfO7�/ , 'P05tlTVE= NEGATL1l�= INSNftRIG 3754" x 97.92" +6%.® -67A OUTSINING 37.59" x 96A2" +67.0 -67.0 t SIS a C44 ut v Z x -E=V N . a a. \ tL m O.LL2 E N.T.S. BY., AL ft LFS Y= NO.: FL-5891.5 t OF 7 MCiencAThemwhu PERMANENI\Fbdda PmdudANU aM-5991WmwinpWuffent\FL-589Ldrg75 00 yyo :o Y ZZA Q m .w 0.81" TIRE; I22 70 O N 0 No. 43400 PRODUCT: bacunlento PRIpated spi ti NMOV,—� Fl ERGIASS DOORpP.E..NNo 43F. 409 dt;� to y u 2 1 28 i5 UPDATE TO STN ED. 2014 FBC JBY PART OR ASSEMBLY: BUILOMO CONSULTANTS�+�tHt, Iv N 'tn m 1 6 11 1 REWSED TO 2010 FBC DOOR PANEL DETAILS po. Box 230. Vatilco. FL 33395 NO DATE Phone No.: 013.039.9197 R SI S POPE CANo. 9E13 ® aRRR O_W. A.0 n.un Rnu�n t�u�R lun_ MaIlIMM mu TDI PERMANENIIFbrids PmduetAppmvds\FL-5891Wnwing&\Cuna M-5891dvq 35 i 1 M IM ICI I�■! ICI I�ol ICI ICI �M 0 1 �' � `tttprtttgpffi ? No.43M = 'r It" it Iv � V' �j y in PRODUCT: THERMA—TRU FIBERGLASS DOOR �vo�d ®r• 90CtOF f Lyndon F. Schmidt•.;t91O„R•'' PX— No. 43409 CONSULT/1NTS�fIF7Citt Rill, P.O. Box 230. Volrlco, FL 33595 Phone ND.: 813.659.9197 FSPE CiA. No. 2813 u 2 1 28 15 UPDATE TO 5TH ED. 2014 FSC LFS PART OR ASSEMBLY:BUILDING HORIZONTAL CROSS SECTION p 7 8 i 1 12 RENSF9 TO 2010 FBC JK 01 -go—.DATE Br REVISIONS 0 2013B Q.W. 911ILDIND CMNISULTU INS. R1aentAYW=Tru PMMANENT\Fl"NodoltAppmvali\FL-5g91XMWng&\Cunent\FLS691dwg,- v m O IA '• • ap. 1. � r• r�� g � _^ os n a n 519 .► �' v m EMB. )TYP.) rn C Y y g' Z to _ •�',' Go V ..' ... •. OD b •C m n 1-1J4° MIN. EMB. \;\ttµ11111iI/I//i i 44, r - r' . PRODUCT: i 9901Of Doownents FlWinTHERMA—TRU ,,i��/ don F. k!�010D •r PP..& Na 43409 dt 1+. FIBERGL4SS DOOR \ \``,�� cn Imp y W tt1i• BUILDING OONSULTANTSfIINGttt\\ 2 1 28 15 UPDATE 7D 5TN ED. 2014 FBC LFS PART OR ASSEMBLY: 6 11 12 REVISED TO 2010 FBC JK I-4 in O 1 m "FTICAI P.O. Box 230, Valrlw, FL 33593 DATE BY NO CROSS SECTIONS Phone No.: 613.859.9197 REVI IONS i FOPE Q& No. 2813 0 UOOB B.W. RUI-1Ne COMM— INo. IMASOI OPENI 2X lwt Concmte anchcriocailons at'the comers may be adjusted to maintain the min. edge distance to morttarldnfs. 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 requked to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table. t admit Fs3`£TdxCLANCR �1 � � 1 ,�TAtPCON 1 T/%i WOOD SCREW INSTALLATION NOTES: nen-A 1"nmatron r- 1. Maintain a minimum 5/S" edge distance. 1 ertd ri(sfa of wood straws to prevent the spgtNng of wood. F J �o MASONRY-7A OPENING K TYP. HEAD & JAMBS FRAME ti 0 2X BUCKS .p FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL % a ,/ 4 ram,,... N'll, : n lY.lJI � 7Sp y Op' v° a% c� o ^ o Ce o �� UpZp m Z 01 HINGE JAMS LATCH i DEADSOU DETAIL F: N.T.S. 9 AL m er LFS 3 vm Nor: u FL-5891.5 0 0 T 5 N ov 7 6 MASONRY OPENING a P a J TYP. HEAD & JAMBS FRAME IX BUCK i STRIKE JAMB FRME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck con tnJcfton I. Concrete anchorlocatiors at the comers may, be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON C84W must be adjusted to . maintain the min. edge distance to mortar joints, additional concrete anchors may be requhed to ensure the MAX. ON CfflW dlmemlon are not exceeded. 3. Concrete anchor table: +!Rts 'it�1CN.OR ;;:;ll!IHl7?i:`:=>?:ADJAGFIAftx. MIN.;CAIfAl1t:: /Eiltltiklit ...............................:..... s;•:;;.... ::...:. TAPCON° V4 1-1/4• Y 4' IIW CON, 3/1V 1-1/P 7 WOOD SCREW INSTALLATION NOTES: e n 1• dbtonce.31°o.c.soacino a m 8• 1. MaMtafi mWmu 5/ edg distance, end of wood screws to prevent the spfiHing of.wood. C ^O HINGEJAMB LATCH A DEADBOLTDETAIL HINGE DEWL 9 7 , 1 ' � n •1.•. ..•• �� `t\ j 0 1p *jl\1 \yy\``` O n m z �� 0 Y _y UN •: O •Z� � Eo ow d C= IL �o cr m� Z)a g r� g i„ �o m a Lu BY. AL c BY. LFS 3 NM NO.: G FL-5891.5 a a Er s or a 0 BILL OF MATERIALS ITEM DESCRIPRON MATERM A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.5S WOOD C MAX.1/4"SHIMSPACE WOOD D 1 /4' X 2-W PFH ELCO 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 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL H 1/4'x3-1/4"PFHITW CONCRETESCREW STEEL J 1 /4" X 3-3 PFH ITW CONCRETE SCREW STEEL K #8 X 2-1/2" PFH WOOD SCREW STEEL L #10 X T PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4' X 4' HINGE .097" THK. STEEL 10 #10 X 3/4" PFH WOOD SCREW STEEL 11 #9 X 3" PFH WOOD SCREW . STEEL 17 KWIKSETS(GNATURESERIES PASSAGE LOCK STEEL 16 1 LOW PROFILE OUISWING BUMP FACE THRESHOLD AWMJWOOD 19. 1 HEADER JAMB PINE, S.G.>= 0.42 WOOD 20 SIDE JAMB IPINE, S.G.>= 0.421 WOOD 21 KWIKSETSIGNATURE SERIES 780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING.INSWING SADDLE THRESHOLD AWM.COMP. 80 FIBERGLASS DOOR PANEL -SMOOTH STAR 81 SS DOOR SKIN .090' MIN. THK. FIBERGLASS BY THERMA iRU WITH YIELD STRENGTH FV (MIN.) = 6,000 PSI SMC COMPOSI-Ty— LATCH STILE LVL 84 HINGE SIRE W OD 85 BOTTOM RAIL COMPOSITE 86 1 POLYURETHANE AMC RE - . DENS FOAM NOTE: WOODAVL COMPONENTS (PINE, SG >= 0.42) r-- 4Sd «1 ti I 19 YD � a<SIDE rI I� I I�4.67�{� %1lOWPRONIFCdRSWMGEU ►FACE .o (1-,ZSEIFADJUSTINGSADD iHRESH0ID w L BY: AL 19 Br.AOF7 3 7FL- 11 a