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Home My WebLink AboutPRODUCT EVALUATION REPORTR W R W Building Consultants, Inc. B Consulting and I ngineering Services for the Building Industry SCANNED C P O. Box1230 Valrico, FL 33595 Phone 813.659.9197 BY Florida Board of4ressional Engineers Certificate of Authorization No. 9813 St Lucie Count, Product Category Sub Category I Mangy/ acturer Product Name Therma Tru Corporation e i n 3 0 x.8 0 Exterior Swinging Exterior Door 118 Industrial Drive °'Smootti�3taR Doors Assemblies I Edgerton, OH 43617 f; ,� Fiberglass Single ^Door Phone 419.298.1740 Pis- Win Jk0utswin ffin ` ct" Scope: This is a Product Evaluation r Corporation based on Rule Q Business & Professional Regi RW Building Consultants and manufacturing or distributing 1 herein. Limitations: 1. This product has been evaluated and is it excluding the "High Velocity Hurricane Zc 2. Product anchors shall be as listed and sp or stucco. 3. When used in areas requiring wind borre require an impact resistant covering. This Section 1609.1.2.2 of the FBC. I 4. For 2x stud framing construction, anchodi mued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therms Tru No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of F. Schmidt, P.E. do not have nor will acquire financial interest in the company ict or in any other entity involved in the approval process of the product named the 5th Edition (2014) Florida Building Code (FBC) structural requirements (HVHZ).. i as shown on details. Anchor embedment to base material shall be beyond wall dressing debris protection this product complies with Section 1609.1.2, of the FBC and does not product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM ,E1996 and of these units shall be the same as that shown for 2x.buck masonry construction. 5. Site conditions that deviate from th`e details of drawing FL-5891.5 require further engineering analysis by a licensed engineer or registered architect: f 6. See drawing FL-5891.5 for size and design pressure limitations.. Supporting Documents: 1. Test Report No. ETC 01-741-10701.0 CTLA 980W 2. Drawing No. No. FL-5891.5 3. Calculations Anchoring TAS' 202-94 SSTD 12-99 Building. Consultants, Inc. (CA #9813) Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate Of Participation issued by National Accreditation and Management Institute, certify'ng that Therma Tru Corporation is manufacturing products within a quality assurance program that complies i 1 Sheet 1 of 1 Testinci 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. Sianed & Sealed by Lyndon F. Schmidt, P.E. ;o No 43409 p �1D a STAaTL �v®®ell Lyndon F. Schmidt, P.E. No. 43409 gdug Ctin�F;e4 FL PE 1/29/2 15 File Copy IHERMAINTRU THERMA TRU DOORS 1 T B INDUSTRIAL DR., EDGERTON, OH 43517 - "SM�O'OTiH�STAR// 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). Z Product anchors shag 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 bome 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 "W and excludes Wind Zone 4 as defined in ASTM E1996 and Section W.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shag 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 CONJIM SHEE1fi DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel detoRs 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck mosonry construction 6 frame anchoring -1X buck masonry construction 7 BE of Motetais S Components 37.59' MAX. OA FRAME WIDTH 36.00° MAX. PANEL WIDTH OVERA[C =VESIGKPR�SUREjPSFj �GYING k fR4ME � .,.:' DfIN�AtSfOki �: POSRIVE' NEGATIVE:- INSWING 37.59'x97.t12" +67.0 -6 .OT,. OUTSWING 37.59" x 96.4T' +67.0 -67.0 BY. AL BY. LFS MG NO FL-5891.5 1 of 7 R1CIiefflATharmaTruKRMVdWQMW&PmduQApmvalsVL•58MM4MnpNQwmW S89L1wg25 on DA03 ® •® 031" \ � rT Y N N R nS O T Z (° 119 .Z Na49/09 � F $ PRODUCT I DOCU woa Fl ERCLAS DRMAOOR P•E No TH F43409 Schmidt '��i� 10. y tNw 2 1 28 16 UPDATE TO STN ED. 2014 FBC LFS PART OR AS MBLY: BUILDMO CONSULTANTSl1� 11 !/l p 1 fi 11 f REVISED TO 2010 FBC JK P.O. B. 230. Volrlco. F1 33S9D Iv N m NO DATE BY DOOR PANEL DETAILS Phone No.: 813.f189.9197 R SI S FBPE CA. No. 9813 ® 20US R.W. BUILDING ODNNLTANM INC. R-,Glea s\Thmlu Tm PWMNUVIRofti ProductAWoWsXFL-SMWnw ngACuauWL-SB9Ldw9, 3S W� Z O N Z 100 ® A A I®13 l W WIW hi ' WW b I0 N= 0 O I P n �' 3 3 O v••• • • a p a l�'• - a.. .• v a •• . .:,•a ' �ttNtuurrprri' No. 43409 t 9 PRODUCT: I ��+a W. � •t 80680t' f • � R �. PBEERGLASA'S DOOR P d No F434009 Schmidt �i��,' '•�;Rpl�x•+n,,``�� m $ z ro rrrrrrOAlAL1t�� g to y �+ 2 1 28 15 UPDATE 70 57N E0. 2014 FBC LFS PART OR ASSEM84Y:� BUILDING CONSULTANTS, ( . Iv y in p 1 6 if 12 REVISED TO 2010 FBC JK P.O. Box 230. Valrlco, FL 33595 OD NO DATE CROSSZSECAON Phone No.: 813.659.9197 REVISIONS I FOPE CA. No. 9813 0 21308 R.W. BUILDING CONSULTANTn INC. i make 7toma Tru PERMANEmvwdda Product AppmnwL-5891Wraymoswurte wL-smLdwq 45 I I O m P • o I� I� a A W • D A r i N T .. •.. 4/ A A o a•. � � 1-1/4•MIN. m • EM1B. (TYP.) m .•. AA•''•°' Q AN O . t • N •.. D• x� I .8, e�1 . • .` . • I0 fq7 •° •' v ao �l _ O • W IV '.. .'.. •.' CI •O ° m n 1-I/4• MUN. DAB. RYP.) . 1y�1p11liff/I/////i ++.0G%%%1Sc •r 43400 $ $ PRODUCT. . w■P■.w 9y . at69aor ti•+„ LrWoE. I� THERMA-T FIBERGLASS; RU DOOR P.NdF43 oola / •,. ++ y 4 SUILOINO CON9ULTANTS�IIbC 111, 1 28 15 UPDATE TO 5TH ED. 2014 FBC LFS I PART OR ASSEMBLY:' 2 o 1 P.O. Box 230. Vao, FL 33595 trk 8 11 12 REVISED TO 2010 FBC JK Iv!a H m VERTICAL DATE BY NO CROSS SECTIONS Phan■ No.: 813.659.9197 REVISIONS i FBPE CA No, 9813 0200B R.W. BIIILD,Na COw■ll T�wr■ INa. n •�, n e D MASONRY TYP. HEAD & OPENING JAMBS �U —O F_I L 2X BUCK 1 � . BUCK ANCHORING CONCRETE /4tdEHOR /dO1 E3: t. • orate andiorkx olio Nle comers may be adjusted to maintain fhe min. edge distance to moral jotrtts. 2 Concrete andwr Iocoff= noted as MAX. ON CENW must be adjusted to maltain Me mh. edge dsfance to mortQlohM addlnonat concrete anchors may be requ►Ied to erase the MAX. ON CENTER d menston ore not exceeded. * Concreteanchartable: K)N NOTFS: I 1. Maintain a mkftum 5/6 edge distance, 1 end ram^ of wood screws to prevent the splitting of wood. STRIKE JAMB I MASONRY OPENING L//T�YP,EAD & MBS FRAME O 2X BUCK 0 •. FRAME ANCHORING M�onry 2X buck construction HINGE DETAIL HINGE JAMB - LATCH i DEADBOLT DETAIL 5rc x N •'�G u A N ^ Z a 4123 08 = E N.T.S. AL m st: LFS 3 rec eo.: d FL-5891.5 c LT 5 a 7 `_° t 1 l\ Cd MASONRY OPENING TY. HEAD JAMBS $ E'V FRAME I ^O 1X BUCK s I i SWKE JAMS FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck cornimCtion 1. Concrete anchortocafim at the comers may be adjusted to mofintah the min. edge distance to modarjounfL 2. Concrete anc arlocatiwrs noted as MAX ON CENTER" must be adjusted to maintain the mh edge distance to mortar joints, addtional concrete anchors maybe required to ensue the MAX. ON CENTWdtroensfon are not exceeded. 3. Concrete anctw table: cuok-t:-3 M1L :IELE+lRANCE3i MINTAWARiIW sa; ; ........::?;;i:, :11C1.F:c:-3Y ....:-_.......:.:....................:::..........................:::::::.:::.-:.,.:::::::::::.... E' :" : 1 .. T .... 4!!!!p' _ ; ;t. ; ..... ni ;: 4Aq!A.Cf, .FN1..,.;,�:;i . :r:_s::�4NCNiEt/L;n:::: ; T PCCOLL■ IIYY • TAFCON S 1P / I-1/P S 1.1/r WOOD SCREW INSTALLATION NOTES: edge distance. 1- end CWonce. 6 I'o.m soadrm a mYnrwm 5Ar I1. Maintain of wood screws c HINGEJAMS LATCH d DEADSOLTDETAIL HINGE LIETAIL �♦` 1,,Ay 'm OP% ',','��FFY ♦ J it ,,``♦♦ 'tl� O Z 77 Ea gisow d ggd �lIL ?o WH li ■ 0 z 4123108 i e N.T.S.. 3 sr: AL o' er: LFS 3 nws nog d FL-5891.5 n 0 a 6 oF_ 7 a BILL OF MATERIALS DESCRIPTION MATERIAL 1XBUCKSG>=0.55 WOOD 2X BUCK SG � 0.55 WOOD FD MA4" X.1/4"SHIMSPACE WOOD 1 X 23 4 PFH ELCO OR ITW CONCRETE SCREW STEEL MASON RY - 3,000 PSI MIN. CONCRETE CONFORMING TOACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1/,V PFH ITW CONCRETE SCREW STEEL H 1/4" x 3-114' PFH ITW CONCRETESCREW STEEL J 1 /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL K #8 X 2-1/7 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'HMGE.09T_THK. STEEL 10 #10 X 3/4 PFH WOOD SCREW STD 11 #9 X 3' PFH WOOD SCREW . STEEL 17 KWIKSETSIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACETHRESHOLD ALUM./WOOD 19 HEADER JAMB PINE S.G.>= 0.42 WOOD 20 SIDE JAMB IPINE, S.G.>= OA21 WOOD 21 KWIKSEf SIGNATURE SERIES 780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 80 1 FIBERGLASS DOOR PANEL -SMOOTH STAR 81 SS DOOR SKIN .090" MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI SMC COMPOSITE W— LATCH STILE LL WOOD 84 HINGE STILE W D W85 OTT M COMPOSITE 6 POLYUREfHAN6 FOAM CORE - 1.9 LBS. DENSITY FOAM NOTE WOODILVL COMPONENTS (PINE SG >= 0.42) f+-- 4.56" $a•i 0 0 DHFADASI \ 4 3 ILf 19 YO Jamb d - ppZ 34 It TII I$m oc T f�4.62' %11019 PROAIF O G sUM/FACE .o �'ZSFIFADJ gmnSADDLE 1NRESHOID w w-c- N.T.S. um BY: AI- owc W. LFS DRAWM xo_ FL-5891.5 mm 7 of 5 a d 0 0 n