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Home My WebLink AboutPRODUCT EVALUATION REPORTR W B C Report No.: Date: Product Category: Product sub -category: Product Name: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Vairico. FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers CeTtificate of Authorization No. 9813 Product Evaluation Report FL-1 1321.1 October 2,2009 Exterior Doors Swinging Exterior Door Assemblies Opaque Fiberglass Door Inswing/Outswing I'Impact" Manufacturer- Builders Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL 33610 Phone 800.966,7753 Facsimile 813.977.5632 Scope; This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Builders Hardware, Inc. based on Rule Chapter No. 913- 72.070, Method I d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. PF1423 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. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL-1 132 1.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 October 2, 2008 Shee I of 3 Ir Limitations 1. This product has been evaluated and is in compliance with the 2007 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 home 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 "D" and includes Wind Zone 4 as defined in ASTM E1996. 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-113321.1 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-11321.1 for size and design pressure limitations. M Lyndon F. Schmidt, P.E. FL No.43409 October 2, 2008 PF1423 Sheet 2 of 3 Y* Supporting Documents A Drawing 1. Drawing No. FLA 1321.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt� P.E. B Tests I Testing per ASTM E330-02, and ASTM El 996/1886-02 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 2004-07-13-016 Rev., signed by Wendell W. Haney, P.E. C Calculations I Product anchoring for tested specimens is in accordance with manufacturees published recommendations as substantiated by tested specimens reported in test report TEL 2004-07- 13-016Rev. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other Certificate of Participation issued by National Accreditation and Management Institute, certifying that Builders Hardware, Inc. is manufacturing products within a quality assurance prograrn that complies with ISO/IEC 17020 and Guide 53, 920 Lyndon F. Schmidt, P.E. FL No.43409 October 2, 2008 PF 1423 Shmt 3 of 3 John E. Scates, Professional Engineer 3121 Fairgate Dr. Carrollton TX 75007 (972) 492-9500 August 31, 2010 Wayne -Dalton, a Division of Overhead Door Corporation SCANNM 3395 Addison Dr BY Pensacola, FL 32514 St. Lucie CountY Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09274-116 To Whom It May Concern: At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASIVIA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 913-72, section 72.110. Code References 2007 Florida Building Code Section 1609 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload ("test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables I and 2. (7.0 (0 FL09174-116 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTIA 202OW static 108-05 and impact 115-05, dated 3/9/2010 CTLA 202OW-1 static 108-05, dated 3/9/2010 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. Inaddition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface Is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wallAambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads Imposed by door onto the building. Additional Information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. �?_O( t, Drawings TABLE 1. FL 09174-116 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test 318958 0228 9 8.75 +26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 +15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 +25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P9 1911W3 318996 0231 16 8.75 +30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 +12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 +18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 +43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 +39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 +30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 +39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 %(-tp( (7-0(o FL 09174-116 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test 319026 0600 9 10 +26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 +41.0/-46.3 Yes Yes Yes 17575 & 202OW Rev P4 202OW 319028 0602 16 10 +15.3/-17.0 No Yes No 17,175 Rev P5 319029 0603 16 10 +23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 +39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 202OW 202OW 319031 0605 18 10 +15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 +30.0/-33.5 No Yes No 17575 & Rev P6 202OW-1 319033 0607 16 8.75 +25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 +18.5/-20.7 No Yes No 17575 Rev P4 379035 0509 18 8 +39.2/-43.7 Yes No No 17575 19011 Rev P5 I I I I FA;J� 4 1 N 40 (0 fT FL 09174-116 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, liavliig a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -In -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a X" deep recessed facer panel that may use optional decorative trim. I Model 9600 is constructed of 30 gage, ASTM A658-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %" MDF decorative overlay. 5 W-5( 1-2-0 (1) FL 09174-116 Additional Limitations The drawings cited above are an explicit part of this evaluation report. 'The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables I and 2 indicate the Windborne Debris doors by a "Yes" in the "Impact Door" column. Doors with available Impact glazing are also Indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, S Z&Wk� John E.Scates,-P.E. 156VZO(o Florida PE #51737 11 No= 1. NON -IMPACT RESISTANT CLAZNG OPTION - .090' MINIMUM SM GLA'ZINC IN MOLDED FRANCS GLUED NTH A M CA HORri 1/13- DEAD OF BOSRK 1100 OR EQUIVALENT UNDER WE CUTER FRAME AND SCRUNED TOGEWI]R MW A MINIMUM OF (6) Pxl- SCREPIS INSTALLED IN TM OR 73 CA FLAG INTERMEDIATE SECTION (NW OR MWOUT DECDRAGW INSERTS) � UNIFORM STAlIC DESCH PRESSURES SHOM ON THIS CRANING. GLAZING MAIJ. HAW A 16 GA MIN (MIN 3 AS MOM) 16 CA MIN WliT- CA END CAP 2. IMPACT RMSTANT GLAZNG OPTION - IMPACT �tW Al L� RESISTANT GLAZNG SYSTEM MAY BE INSTALLED IN TOP JAMB BRACKET OR INTERMEDIATE SECTION (MIN OR IMTHDUT DECORATIVE IMSER�). �NG SRAU. BE 1/4' MAKROLON-AR 1/4-20x9/16- MAN POLYCMSONATE OR EQUA!- Gl-AZING SHAUL HAW A BOLT AND 1/�20 HEX MAX04UM HEIGHT OF 15.21' AND A MAXIMUM LENGTH 0 ,�F NUT AT EACH a JAMB BRACKOET LOCATION INSTAIJJZR MALL FIELD INSTAUL. 3. MM- OR WOOD DOOR STOP NAILED A MAXIMUM OF V QC, MUST OWRL� TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSMES. 4. KEY LOCI< OR SLIDE LOCKS REQUIRED. S. SECTION SMALL BE CONSTRUCTED W7H FOAMED IN PLACE POLYUREWANE FOAM INSMATION CHEMICALLY BONDED TO W CA MINIMUM FACER STEEL AND A POLALAIATNATE BACKER. END CM TO HAVE A MINIMUM 1.1' DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHAIJ. BE THE RESPONSIBlUTY OF WE PROFESSIONAL OF RECORD FOR WE BUILDING OR STRUCTURE AND IN ACCORDANCE "W CURRENT BUIONG CODES FOR WE WADS USTED ON THIS DRAWNG. 7. DOOR kAMB TO BE MINIMUM 2�6 STRUCTURAL GRACE LUMBER. RMIR M JAMB COIZINECTON SUPPLEMENT FOR ATTAMMENT TO SUPPORTING STRUCTURE. 8. LOUVER OPTION - .040' MINIMUM LOUWRS IN MOLDED FRAMES �� TOGIEWER MTH A MINIMUM OF (6) jaAj- SMENNS INSTALLED IN WE BOTTOM SECTION. L0UWRS ME NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WND-BORNE DEBRIS REGIONS. i-DUWREC SECTOR REQUIRES OPERATOR SVLE TO BE FACTORY INSTALLED AT THE CENlIER]JNE OF WE ECOIL "N C. �r,% 3121 .1 . 75007 F. PE 517N u FE �a/r2203 PRORSVQNA� MM� SEAL PROMDED My POR %UIFICATION OF VANDLOAD CONSTRUCTION DETAILS. MEY LOCK OR SLIDE LOCK BOTH ENDS (SEE MOM 4). RUDE LOCK MOM FM CLARITY MOM, (4) SECTION SOLD DOOR MOM. SEE MEET 2 FOR U-BAR LOCATIONS ON DOORS NTH OWIER SECTION OIJANTITES AND SEE NOTES I AND 2 ON MS MEET FOR �NG OPTIONS. JAMB BRACKET SCHEDULE DOM NO. OF ACKETS (EACH ,,B TR CK TYPE LOCATION OF CEhITERUNt OF JANB BRACKETS MEASURED MOM BOTTOM Of MACK (ALL DIMENSIONS 2') HEIGHT SECTIONS 7'-W 4 0 '/2 3: �2' 7'-0' 4 FAT S )! 8,-0' r JO�. 13- $U�. 23- 1,10), W tJ3,I, 41-1/4 ICU, a*-G, FAT 2-(X). TO- (R), 21-3/4- (M�. 29-3/4- (M). ; -Bu ", ", ROD, "TMF SEE NOTE BELOW NOM' (2) FOU.OAING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED M TRACK "TH 1/4-20.9/16' TRAU BOLT AND NUT. (01) FOMINING DIMENSION DMOTES OUIM INSTAL- JAIAB BRACKET INSTALLED IN BUTTERFLY SOT. NO ADDRON& WDINARE NEEDED 0 TO ATTACH TO TRACK. Wagne ALL DOGIRS MW HIM UFT MD/M ROOF PITCH REQUIRE USE OF CONTINUOUS WAU- ANGLE. SEE SUPPLEMEIIT TRACK I>IART FOR DETA� MOM, (5) CENTER HiNCES PER XNT REQUIRED ON DOM WOWS MEATER THAN IV-D-. (3) CENTER HINGESI PER IONT REQUIRED OR DOM WDTHS LESS THAN OR EQUAL TO IY�. q DOOR NQF- POST SYSTEM IS TO E INSTALLED OR WE CENTER UNE Of WE DOOR. SEE NNDLOAD POST INSTALLATION INSTRUCTIONS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM P� LOAD AT HEADER AND DOOR DOOR LOAD EACH SI.M AT EACH POST NOW HEIGHT JAMB PLF LOCATION OUSE) 7--n- 157.0 -208. +1437.3/-16OZ3 16,-0, LIO +16�3/-1820.8 7'-0' _7;0�-2008. +15 .0 _2 B +1 14'-0" -W-G� 71-57-57=20& 7--o- 7 - +157.0 20B. -------- +107&OF-1201.7 12'-0' 7=o' +7-57-0-/--2-0& ---+-12-25-07--m56 j7W— -=2 El:5-7 08 ---+-es-a -37--imis IG'-O 0 8-v _:0 +" V,N( LOCATION. ADDED IMPACT GLAZING. i ROOF PF� TRACK E. 7/22/CB UPDATED MFLE BLOCK 8/26/10 NAME MODELS 5120/6100/91100 S14EET I OF 2 DRAWNG PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0235 1 319023 P6 f3 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADAJSIAB� HIM FDTURE ATTACKED WTH THE (8) PIRE-FUNCHED TOP FWTURE PRE -PUNCHED H HOLES EACH END FACING UPWARD IN BOTTOM OF 0-8 AND ATTACH 11HRU END CAP AT WITH (2) 1/4-14 EACH END MTN (2) 1/(4-l4x7/-S- CRIMPTR =WS BEFFEWS SELF DRILLING CRIMPITTE SCIREWS FOR STANDARD TRACK AND (3) 114-14.71W SELF DRILLING 0 , LID CRIMPTITE SCREWS FOR LOW HEADROOM IRACX (2 OF MICH ARE USED TO ATTACHED THE TOP W� HEADROOM TRACK URACKET AS SHOWN). LOW DETAIL A PLACE U-BAR OVER INTEGRAL DETAIL A RIB WITH THE (8) PRE -PUNCHED HOLES EACH END FACING UPWARD USED ONLY ON IMPACT AND ATTACK THRU END CAP AT GLAZED SECTION - 11 13 GA ROLLER SLIDE ATTACHED M EACH END WITH (2) 1 =47,8' CA REINFORCEMENT PRE -PUNCHED HOLES IN TOP OF U-SAIR SELF DRA.UNG CRIMPYIE S BRACKET ATTACHED Mll (2) 1/�144/9- CRIMPTIE SCREWS. UCEPIDONk U-BAJR PLACED MH (4) 1/4-14x7/gw USE MEWING HOLE IN SLIDE TO EFISURE OVER TW RIS ON THE BOTTOM SELF DRILLING PROPER ALIGNMENT OF ROU-MS SECTION SHAU. ONLY BE cRwPwrE SCREWS (2 IS ATTACHED THRU END CAP AT THROUGH BOTH 15 GA, MINCE ATTACHED EACH END WIN (1) i/�IIx7/6- BRACKET AND U-BAR) NTH (4) 1/4-14.5/8' SELF TRAILING CRIMPTIR SCREW CRIMPI)TE SCREWS (2 Of LOCATED.M.11HE BOTTOM FLANCE DETAIL J 2'N'YLON - - An—Y7 STORMGARD ROLLE! WITH 4-1/2' STEM DETAIL 8 THIS S AT ALL ) ON IS CA MINCE ATTACHED "�—P!.ACE G' U-BAR OVER INTEGRAL RIB AND ATTACH WIN (2) WITH (6) 1/�14.5/8. CIRIMPTITTE SCREWS (2 OF A-14.5/8' CROAPICTE SCREWS WHICH ARE M-RU PRE-PJNCHE0 HOLES AT EACH INTERMEDIATE HINGE LFACMRY ATTACHED. 3 Of WrICH ME imuo I MST ALLEB "To 07�. LOCATON (I NO FLANGE OF RIP LEAF. AND 1 OF U-BAR AND BOTTOM MINCE UMF WHICH IS FIELD INSTALLED ; AND I THRU WEE OF U-SAR AND 7HRU PRE -PUNCHED HOLE INTEGRAL RIB OF SECTION) IN U--BAR EXCITIPTION AT ALL LOCATIONS REMAND A STRAP BRACKET. (1) 1/�14.7/8' SELF DRILLING DETAIL C CRIMPITTE SCREW WILL BE USED. 18.3/e WIN STAINLESS SCREWS WITH STAINLESS BACKED ROOM WASHERS 3-1/2- O.C. MAX — FACE]? S�� \ JOMN E, SCAZS, FE 3121 FA�X DF. ,A�704. U 75007 R PE 5IM U FE N�/MW MOFEWON. � � MIDED ONLY FOFl YORMAIION OF VANDWA5 �MnON DETAM DETAIL H DETAIL F UM I �11- . PCL�AREIONATE Wagnee Didion DETAIL E ATTACH BOTTOM BRACKET To B070M U- a 4b- LO�S 1 5/m/cs ADDED SHORT PANE ZNG OPTION (NOR 0�� T 6/6/07 (5) SECTION DMS MTN (6 3. 20 0 4 MODIFIED JAMS SO Ks -8 S RACXET SCHEDUN LOCATED OVER AT OPTION AWE INTEGRAL RIGS AS RACK DETAL SHE SkOWN FIT 4/17/OB (4) SECTION DOORS 5 ADDED IMPACT ESISTANT �ZIN WITH (5) Y. 20 CA. DOES, CONCRETE ISO Kv U-BAR15 MEET 2. ADDED I LOCATED OVER tC�SE NUMBER -- AS SHOWN — �OCK. �ANCED �, �M. U-AAR ATTACHMENT NOTES 1. ALL U-BARS SHAUL BE PLACED OVER INTEGRAL RIBS AND ATTACHED 7HRU PRE-PUNCHIED HOLES WITH (2) 1/4-14�/IF CRIMPHTE SCREWS ON BOTTOM SECTION - SEE DUAR. 1/�1415/11- CRIMPER SCREWS Al OF DOOR AND INTERMEDIATE HINGE WIDTHS GREATER THAN IT-0% THERE SMALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR nCEPT BOTH U-BARS ON BOTTOM SECTION SMALL HAVE A TOTAL Of (10) SCREWS EACH. FOR DOOR WIDTHS � THAN 0 EQUAL TO 12*-d*. THERE SMALL BE A TOTAL OF (16) SCREWS ATTACHING EACIA U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SMALL HAVE A TCTAI- OF (14) SCREWS EACH. 2. WITH THE UCEPZON OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SUDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AMID UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE-PIRICHED HOLES IN ALL U-BARS SMALL BE ATTACHED TO THE DOOR NTH 1/4-14.5/8' CRIMPTR SCR� � 2D GA U-SARS SHALL BE STAMPED "34' APPROMMARLY S' MOM EACH MD. UPDATED TITLE BLOCK . 8/26/io MODELS 5120/6100/9100 SHEET 2 OF 2 DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPT10N CODE 02.35 319023 P6