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HomeMy WebLinkAboutEvaluation Report; Fiberglass Single Door Inswing or Outswing ImpactR W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry. C PA. Box 230 Valrico, FL 33595 Phone813.659.9197 Florida Board of Professional Engineers Certificate ofAuthoribtionNo. 9813 Product Category Sub Category Manufacturer Product Name Swinging Thera Tru Corporation Fiber -Classic and Smooth -Star Exterior Exterior Door I18 Industrial Drive Composite Edge Opaque Fibe ass Single Qoor Boors Assemblies Edgerton, 01-143517 InswinglOutswing Phone 419.298.1740 Imp �` Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. 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 the approval process of the product named herein. Limitations. 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 complies with FBC Sections 1609.1.2 & R301.2.12 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 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-20468.1 require further engineering analysis by a licensed engineer or registered architect 6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation 7. See drawing FL 20468.1 for size and design pressure limitations. Supporting Documents. r 1. Test Report No. Test Standard Testing Laboratory Signed by ETC 01 741-10700.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. ETC 01-741-10702.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. TEL 01461612 ASTM.E188.6-05,.E1996-09,.E330-02 Testing Evaluation Lab.,lnc. V.K. Wright TEL 01460145 ASTM E1886-02, E1996-02, E330-02 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL-20468.1 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance %4���g� Certificate of Participation issued by National Accreditation and , eeo�_� • .;"e•��g�, . Management Institute, certifying that Therma Tru Corporation is E- N manufacturing products within a quality assurance program that complies d0 43�#r3 E with ISO/IEC 17020 and Guide 53. * ;; STATE- OF ®nv �r . •, .rho FILE ���i���'•.:�;; .•p`,��,y�o 4 ID Lyndon F. Schmidt, P.E. il�s�se�N.A 4FL PE N2/5/2017 Sheet 1 of,1 NSW IX Buck to be secured to C a z masonry by oihers 01 cc EXTERIOR INTERIOR QEO INTERIOR INTERIOR 9 40 41 42 40 41 42 (D7'/l z /19� HOWONTAL CROSS SECTION r3"\ HORIZONTAL CROSS SECTION CHr fff. LFS MAX. EXIERIO WA INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Directto Masonry Outswing only w/ 4-9/71 jamb NTERIOR DIRECT TO MASONRY MAX. DESIGN PRESSURE w/ STANDARD STRIKE = t 55 PSF w/ SECURITY STRIKE _ ± 65 PSF qc \\\\\\\\\\\\\\V it L Ll Ly EMB. j1YP.) 1-1/4 MIN. EMB. W.)E o E a 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Outsswl gror�ilytw/ 4-9//1 G'rjamb 6 Ouots�wing o N w 4-9/ jamb MOOR TMERIOR r4--'\ VERTICAL CROSS SECTION 6 Shown Mect to Masonr Outswing onlyw/ 6-9116 jamb 1-1/4'MIN. u —f-V. EMB. INK) 5 HORIZONTAL CROSS SECTION b Shawn Outswing onlyw/6-911rjamb Is MAX va �i :7 Z anmZO ` \\\V 0 9 O Z U z go . toO9m CW It J u O) q p O a V m da4 E 0 6 r c .0 C1� 0 3d Qj V �� 1-1/4"MIN. ome 08/02 16 z EMB. PP.) SmgE- N.T.S. / 6 1 HORIZONTAL CROSS SECTION — By. JK M' © Shown Direct to Masonr Cwc sr: LFS 3 Outswing only w/ 6-9/16' jamb DFAWM te; p FL-20468.1 a slur _jL OF 11 Notes: 1. SM Item #'s 17,18, 32, 34, 35. 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /T pfh screws at each end. SM Item fs 16 & 33 are attached to jambs w/ (2) 48 X 2-1/2' pfh screws at each end. Sig Item #15 is attached to jambs utirmng (2) #10 X T pph SEAS of each end. u 0 E a SEE NOTE 1 'i' EXTERIOR INTERIOR TT//Ar T/I EXTERIOR INTERIOR SEE NOTE 1 - 1..14-4A.J - /— SEE NOTE 1 �11 VERTICAL CROSS SECTION 7 Inswing Sig INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing Sul EXTERIOR SEE NOTE 1 `= y 8jQ A Z CY FA ,ii` EXTERIOR o � m z •; 0 \V. m' UN E9 zmzti E. m a a s lia c� 33 34 35 36 37 E z Cw o �(L t 1 A r•Cr to ' - o m CD W cc 7� U t�21 VERTICAL CROSS SECTION Ix a a 7 Inswing Sal INTERIOR n %41 VERTICAL CROSS SECTION J Public Access Sul M N.T.S. c BY. JK BY, LFS WM NO.; FL-20468.1 t7 7 or 11 ' `I�Itt11111fI// 5. (3) N8x2-1/7' I/II�i��/ •._. ..r ``,`\\\� j j � � PFH WS z o aD o JAMB TO HEAD DEfAl ` o y $ N (TYP-j V e 9 z azta Ei o, m E Ng S pra «� ma0.� o o cz u v cc D p 2XBUCK m �s m HEAD & JAMBS `r HEAD & JAMBS J IX BUCK L � wco N (1YP.) (TYP.) BUCK M DIRECTTO� o 2X BUCK N MASONRY 0 a a, ir 60 PSF MAX 67 PSF MAX FRAME HEAD &JAMBS a t►YP.) > > m �oo oiz O z z vU o p �ci w J L Ln CK � � z f MASONRY n o 2X BUCK ANCHORING 2X BUCK ANCHORING FRAME ANCHORING N Z 08 02 16 i Sm= N.T.S. ° ma BY, JK m cwl ft LFS 3 DRAW= NOc � FL-20468.1 m 0 S M 8 OF 11 W p�uuprq�� / om om �N;7 2XBUCK [ 28 N O N C ///''','t •. �r1\ \\\\\\` :3 .,4 SEE HINGE o 1X BUCK G DETAIL ITYP.) (�1 a a N .: DIRECTTO \\` V'1` o Z Da fJ MASONRY M 26 Q g L o C mq d oa ° a ma: IL 25 _ ` a 2XBUCK o _ _ rn �� O in °Z IX BUCK G ^Q SEE TONGUE o ctq 27 a 00 o STRIKE DETAIL +' 2X BUCK [ o '�d DIRECTTO M -o cn Im-) _ N 1XBUCK G MASONRY Q cl:m _ c LATCH&DEADBOLTDE►AIL _ DIRECTTO M Q D; rn J MASONRY Kw&Set ® �L 31 :Do co SEE LATCH TONGUE STRIKE DETAIL Wr 2XBUCK B.DEADBOLT u poN c W. 3 [ DETAIL SEE LATCH 1 �w N & DEADBOLT 1X BUCK G $ DEraL C M C o DI MASONRECT RY SUB STRIKE c PLATE a a 28 2X BUCK [ m IXBUCK G STRIKE JAMB HINGEJAMB STRIKEJAMB DIRECTTO M o n 2XBUCK 45 Latch and Deadbolt Multipoint Lock MASONRY Q G o cn zo z 1 X BUCK G 1J 27 z; Ln DIRECTTO M as tD MASONRY L 2X BUCK LATCH & DEADBOLT DETAIL io Upain o y ju LATCH&DEADBOLTDETAIL BB 29 G 1XBUCK wa d Schlage MDIRECTTO MASONRRYY MULTIPOINT LOCK STRIKE DETAILS MASONRY LATCH & DEADBOLT STRIKE DETAILS DIRECTTO •- a (Standard Deadbolt Strike Plate) M MASONRY 24 23 N^z 0 DAM 08 02116 i DEADBOLT STRIKE DETAILS HINGE DETAIL scam-: N.T.S. dK m Dn. ar. (Security Deadbolt Strike Plate) aoc er. LFS i DROM ND_ rc FL-20468.1 m 0 mmEr _�L of i l " -c`ny 456' n = 7.a r o. it 7.59° = V: z rc'91 ";�> . ' S INSWWGTHRESHOLD 37 WSWINGTHRESH0 ` n 32 Untying Basic Faced 7-1/T Sill WOOD JAMB \\v` Uuw"ugBasicCompositeAdjustableSll7-1/T 1 E Em ^pya a 4.56" 4.56" _ 5.83' g c. CIO in in P=1 f�.--c ��-• o-- �`�S tt4 y _.r Key. _ _ INSWING HOLD lmwing Baac STI 5.75" INSWWGTHRESHOLD Umxing Moderate Climate Mt 13/8' 5.75' Tn INSWING THRESHOLD 35 UuMng Moderate Climate Sin 5.75' 36 INSWING THRESHOLD hawing Basic Foxed 53/4" Sill C 38 /NSMNG THRESHOLD �10UISW/NG THRESNO_LD o Ir¢ ingCompositeAdjustableSE �o CompositeS9 5.77' 45r o Ell � r. al INSWING THRESHOLD 39 Insw ng Basic Composite Adjustable Sill 1 OUISWING THRESHOLD Composite /Ahn-C. mI zv C H 0` c 1 , f 15 PULIUC ACCESS THRESHOLD 1---1.92- a Ci 6 8 SWEEP 9 SWEEP 0 5.75 r ;ZOULSWING THRESHOLD Compos8e/AlummmSl jThermal BrealQ �r O� jam N n z o ap on N U •; U o z zm 9 ° C 00 In da 1— N.T.S. 1 cwc W. LFS 3, OPAWM No. ° FL-2D468.1 BILL �aCR3 Fri � to le .'y / 11^�S oW;z° w (p' O r) 9p t' _ o. �Nq OOLL rl mdarm v 4 c p . �Z �h o 'tea J mO Q o � iy Y J WU �m w O N J m o a m U 12 O ^ C O p N V> CONCREfEANCHOR NOTES: be Z W 1. Concrete anchor locations at the comers may adjusted to maintain the min. t . edge distance to mortarjoints. a al 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to 8 maintain the min. edge distance to morlorjoints, additional concrete anchors .5 may be required to ensure the "MAX ON CENW dimension are not exceeded. W 3. Concrete anchor table: 8 i ^^ m W < a '^o m O O Z a N a>F 08/02 16 °z SCALE N T.S. uwc ec JK m anc sr: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWM No- a I. Maintain a minimum 5/8" edge distance, rend distance, 8 I"o.c. spacing of m FL-20468.1 N wood screws to prevent the splitting of wood. MET 11 of 11 g OF MATERIALS Blll OF MATERIALS REM � DESCRIPTION MATERIAL REM 9 DESCRIPTION MATERIAL A IX BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /2"PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2�/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 288 DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" fTW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J 1 /4" X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L # 10 X 2 1!2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3J16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2�/4" T(1N CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 . WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USEw/MODERATECUMAtETHRESHOLD] VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) - i b OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) - 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) - IS OUTSWING THRESHOLD ALUM/COMP 22 #8 x 3/4'PFH WOOD SCREW STEEL 23 # 10 x 3/4' PFH WOOD SCREW STEEL 24 #10 x i" PFH WOOD SCREW STEEL �� �ANCNOR ANCHOR MIN MIN CLEARANCE MIN• CLEARANCE TYPE: SRE EM8EQH1ENi TO MASONRY TAADJACENI:• ..._....................::..:..:...:::_r::::....:.._::::........:.:...� :,...._._:.r.:.EOGE_::....:.:::...:.ANCHOR: �: ITW ® TarcoN 1/4" 1-1/4" 2" 4" ELCO ® ULTRACON 1/4" T-T/4" 1" 4" ITW ® 3/16" T-1/4" AS SHOWN 1-1/2" TAPCON