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Home My WebLink AboutEvaluation Report; Wood Edge Opaque Fiberglass Single DoorFront Door B*z16va 71 File Copy R W R W Building Consultants, Inc. File COPY B Consulting and Engineering Services for the Building Indust �//� 2 �77 C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 R VI C\A/ 1 F Florida Board of Professional Engineers Registry License No. 9860 D E C O M P L I N O F COUNTY Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation ThermaTru Benchmark Doors Exterior Exterior Door 118 Industrial Drive "Smooth Surface and "Wood Grain" Doors Assemblies Edgerton, OH 435.17 Fiberglass Door Phone 419.298.1740 'Impact' Inswing/Outswing 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 7th Edition (2020) 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 2xstud 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-17540.1 require further engineering analysis by a licensed engineer or registered architect. 6. Benchmark Door panels require the use of "J" part numbers and must be stained or painted within six months of installation. 7. See drawing FL-17540.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330(02), E1886(02), E1996(02) TEL 06-1031-1 ASTM E330(02), E1886(02), E1996(02) TEL 01461612 ASTM E330(02), E1886(02), E1996(02) 2. Drawing No. Prepared bV No. FL-17540.1 RW Building Consultants, Inc. (#9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (#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 with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Laboratories Vivian K. Wright Testing Evaluation Laboratories Vivian K. Wright Testing Evaluation Laboratories Vivian K. Wright Signed & Sealed by Lyndon F. Schmidt, P.E. Sign ed.& Sealed by S HfW,'Dg�1�PP,, Lyndon F. Schmidt, P.E. No 43409,�� e�< r+ a � e STATE OF ,to® `�®®�,{�°•"Al r e ms® Lyndon F. Schmidt, P.E. ,a FL PE No. 43409 'u��" 7/14/2020 IHERMAITRU,, Benchmark. Doors WOOD EDGE OPAQUE FIBERGLASS SINGLE DOOR iNSW►NG/OUTSWING 'IMPACT" GENERAL NOTES This product has been evaluated and is in compliance with the 7th Edition (2020) 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. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Benchmark Door panels require the use of "J" part numbers and must be stained or painted within six months of installation. 37.75 FRA? 2 Sz_ Z > Q N OZ �O ?C w w ONOLU N= OC) L. � Q TABLE OF CONTENTS 'roduct Approvals\FL-17540 ThermaTru Benchmark WBDR\C - Drawings\FBC (2020)\FL-17540.1-4.dwg, 2.1 MAX. DOOR PANEL HEIGHT MAX. DOOR PANEL HEIGHT �-r—� 12" 4811 'MAX. DOOR PANEL HEIGHT 811 m 22 —� 0.89" O 7 -v D w rr-r- o v 7 D cnn m v 0D F-- O ca � 36 X 2 0.89" —1--j R m O NN O N Z a � m , 4A,5A,6/,6 4/\5 A6/\6/ - Lcm-:l I I I \,,7�\,_7 ELEVATION X Iroduct Approvals\FL-17540 ThermaTru Benchmark WBDR\C - Drawings\FBC (2020)\FL-17540.1-4.dwg, 4.1 O M 0 n E 1 X Buck to be secured to masonry by others 40X41 X42 U 2 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 5 Shown w/ I X sub -buck Outswing shown (Inswing similar) :RIOR C INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE _ ± 65 PSF i E C 4 VERI 6 Show, Outsv Notes: 1. Sill Item #'s 32, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /2" pfh screws or (3) 2.5" staples at each end. 2. Sill Item #'s 16, 17,18 & 19 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end. 3. Sill Item #15 is attached to jambs utilizing (2) #10 X T pph SMS screws at each end. xMNCOB, SEE N INTERIOR EXTERIOR ID.WM' �a�e��"W 32 X 38 X 39 SEE NOTE 1 E p ' p e 1 VERTICAL CROSS SECTION 7 Inswing Sill SEE NOTE EXTERIOR *9(42r Iroduct Approvals\FL-17540 ThermaTru Benchmark WBDR\C - Drawings\FBC (2020AFL-17540.1-4.dwg, 8.1 ITMAX. �I O.C. (TYP.) -n M Go d d , m 4" (TYP.) -•-I f - t N aBplyOS 71V1301709GV30 8 HXV7 IIoGPoao Puo 40101 9WVP DIM TY130 L109ad3(1'9 HOM 33S 31H1d DIMS anS I.dNOSVW Ol 103MI(I Nona xl Nona xz ,kNNOSVW 01103NI(I )Iona x i Mona xz IGRM)l 11V13a 1709QV34 7 HJ1V1 kSNOSVW W 01103MIG LZ 0 9 )Iona xt 9Z )IOna xz AbNOSVW 01103NICI )10na x l ►; 0TIP IM INSWING THRESHOLD J� Inswing Composite Adjustable 7-3/4"Sill ff ' M [Wffi� 7M Ila 7 piki Fl.", 34 INSWING THRESHOLD Inswing Composite Adjustable Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill c.i, 4.56" 0 F— — 2.44" {�— � WOOD JAMB 0 4.56' 6 OUTSWING THRESHOLD Composite Sill 4.56" = o. o o 9 OUTSWING THRESHOLD Composite Sill M N 00 t-N BILL OF MATERIALS BILL OF MATEF ITEM # DESCRIPTION MATERIAL ITEM # DESCRIPTION A 1 X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /2"PFH WOOD SCREW B 2X BUCK (SG >= 0.42) WOOD 26 #85/8" PFH WOOD SCREW C 1 /4" MAX. SHIM SPACE - 27 -x LATCH STRIKE PLATE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARE E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE 28B DEADBOLT STRIKE PLATE (SECURITY) G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 38 INSWING THRESHOLD M 3/16" X 2-1 /4' ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 40 DOOR PANEL (BOOK) 1 JAMB (FINGER JOINT PINE) WOOD 41 DOOR PANEL (HYBRID) 2 JAMB (FINGER JOINT PINE) WOOD 42 DOOR PANEL (Ul) 6 WEATHERSTRIP (MEDIUM REACH) FOAM - 7 WEATHERSTRIP (LONG REACH) FOAM 8 SWEEP VINYL 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 15 PUBLIC ACCESS THRESHOLD ALUM 16 OUTSWING THRESHOLD ALUM/COMP 17 OUTSWING THRESHOLD ALUM/COMP 18 OUTSWING THRESHOLD ALUM/COMP 19 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 1" PFH WOOD SCREW STEEL CONCRETE ANCHOI 1. Concrete anchor loi edge distance to m 2. Concrete anchor lo( maintain the min. ec may be required to 3. Concrete anchor to AN.CN�R�� I�A"NCI