Loading...
HomeMy WebLinkAboutAPPROVED, Windload Doc - Sherri White - 275 Bermuda Beach DriveProduct Approval Method Method 1 Option D Date Submitted 09/18/2020 Date Validated 09/20/2020 Date Pending FBC Approval 09/29/2020 Date Approved 12/15/2020 Summary of Products FL # Model, Number or Name Description 17430.1 01, HT 600, 700, 2000, 800 & HT Series sectional sandwich type garage door 9'2" American Tradition 900 Series Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL17430 R6 11 WL-06 0-0 -65 5 V Z e E s pdf Verified By: John E. Scates 51737 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: FL17430 R6 AE EvalReptHYIJZ., s,,,W Created by Independent Third Party: Yes 17430.2 02, HT 600, 700, 2000, 800 & HT Series sectional sandwich type garage door 167' American Tradition 900 Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17430 R6 11 WL-0600-0194-08-48-52HVHZ-RevE s.pdf Verified By: John E. Scates 51737 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +48.0/-52.0 Evaluation Reports Other: FL17430 R6 AE EvalReptHVHZ s.pdf Created by Independent Third Party; Yes 17430.3 03, HT 600, 700, 2000, 800 & HT Series sectional sandwich type garage door 187' American Tradition 900 Series Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL17430 R6 II WL-0600-0218-08-4S-50HVHZ-ReVD s.pd Verified By: John E. Scates 51737 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: +45,0/-50.0 Evaluation Reports Other: FL17430 R6 AE EvalReptHVHZ s.pdf Created by Independent Third Party: Yes 17430.4 04. HT 5000 Series HT Series sectional Aluminum sandwich type garage door 9'2" wide Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17430 R6 II WL-5000-0110-08-65-74HVHZ-RevE s.pdf Verified By: John E. Scates 51737 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65.0/-73.5 Evaluation Reports Other: FL17430 R6 AE EvalgeptijVHZ..spdf Created by Independent Third Party: Yes 17430,5 77 000 Series ff HT Series sectional Aluminum sandwich type garage door 16'2" wide Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17430 R6 II WL-5000-0194-08-48-52HVHZ-RevE Verified By: John E, Scates 51737 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +48,0/-52.0 Evaluation Reports Other: FL17430 R6 AE EvalReptHVHZ s.pdf Created by Independent Third Party: Yes 17430,E 06. HT 5000 Series HT Series sectional Aluminum sandwich type garage door 18'2" wide Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL17430 R6 11 WL-5000-0218-08-45-50HVHZ-RevE s.pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +45.0/-50.0 Fvalu tion Reports Other: 17430 R6 Z s.pdf Created by Independent Third Pa 17 0,7 07. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 9'2" wide R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480, R2480, C2481, R2481, C2482, R2482 snits of Use Installation Instructions Approved for use in HVHZ: Yes FL17430 R6 II WL-2000-0110-08-65-74HVHZ-RevD s pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65,0/-73.5 Evaluation Reports Other: FL17430 R6 AE EvalRe tHVHZ S.. df n ependent Third Party: Yes__'-_ 17430.8 O8, PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 16'2" wide R2410, C2411, C2415, C24601 R2460, C24611 R2461, C24711 R2471r C2472, Ili C2480, R2480, C2481, R2481, C2482, R2482 Limits of Use installation Instructions Approved for use in HVHZ: Yes FL17430 R6 II WL-2000-0194-08-48-52HVHZ-RevD s.prrdf Approved for use outside HVHZ: Yes Verified By: John E Scates 51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +48.0/-52.0 Evaluation Reports Other; FL17430 R6 AE EvalReptHVHZ s,p41 Created by Independent Third Party: Yes 17430P9 09, PAN C2011, C20151 C2410, PAN Series sectional pan type garage door 18'2" wide R2410, C2411, C24151 C2460, R2460, C24611 R2461, C2471, R2471, C2472, R2472, C2480, R24801 C24810 R2481, C2482, R2482 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17430 R6 II WL-2000-0218-08-45-501-1VHZ-RevD s pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +45.0/-50.0 Evaluation Reports Other: FL17430 R6 AE EvalReptHVHZ s.pdf Created by Independent Third Party: Yes seek Heat ContaR Us :: 260t elalr Stone Roatl, Tallahassee FL 32399 Phone 850-487-1824 The State of Florida is an AA/EEO employer. Copyd9ht 2007-2013 State of Florida :: Pdvacy Statement :: Accessibility 5tatement :: Rerun d Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic all to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850,487,1395. 'Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine If you are a licensee under Chapter 455, F,5„ please click here . Product Approval Accepts: MW F C= Credit Card Safe !Z Z z Z --n D�! 8 - \\ /| \ - \) \! / } / \ !i ® ; E ! | \{ /§§�� . ! zR! / ...... m)§)) ; \ _ -§- - _. ! 3 \ , - ®! - # \\\°� \� £ \} 4Co - -: _on \ t_ \ y ® < > - ��\\ \ \\ E; 2h § OL / {/ J\\\\:' /!I§) % 2 6 § ■ ƒ j \ _;§ \a , - °«m�\/ ! e; \ _ a », § 0 - §), / \ ! } g p, {\ � � x \��\ � x � _ ��2 ) x� �®®xxx �*%®®txxx, �%9 .���\� ��. ���� \� \\\\\\ \ \ \ ,�� ,.�.�..�\ }( §§r / } ���,� „ ��,,,,q!( o -\- ,»,i : R( . m>0 on m 00 __ /-: =rz*=!» » m - ,.M� am,d Mull,= �- .®_« a ��®<y}em»©uy ;y 9 g , 0 % 2ryDy S;y =:y _ )n =9 Jla�m� «:/ / $§/ / / j / §j S\ !� / • }} \ qƒ� , ) a /\} ,Qv» ° : Ln // �( §\ (`;, mr \ ,y g )\ ,fnc OK {\\ ] - \ \_ \(`� n0\} > _ {\( \ \" e "o a Oa 3 - o ! }j \ § - n i0 :n ° _ / no }}}} M z `/ _ Won \ N a /on D g m /} / /\ dgE) \ / s� »/� \ § ow /}\ \ } 2 / \ -M \ , ! ® �- - / \ §\G//)§ . § - \/¥ ` \ 7\�a a! (\\\,[ _ ¥>:, « \ a cam, _ ~!§ . _ r a \�,, ;\ . '. |\ f % a ; \ /_ao0 / \\ \ \ ' 2 / \ • i- o . =o\ s e . °\ §| \ Q'C |"§ } 2!] ; : h e§ 0 ƒ - - n : /; \ \ . !� � lilt ^� \ 01 g; 0 D Q Z Z z z z z z z m n n n n n V 9yyO � � Z Z Z 2 � m In �p N m AO mN n2 � � Oy oa 6pAN � Ao Om�A i yp Wm A NO pD i^D s 2 � g= 3 g4 S m �§ n 2560 King Arthur Blvd Ste 124.54 Lewisville TX 75056 John E. Scates, Professional Engineer office (972) 492-9500 August 25, 2020 Haas Door Mark Schweitzer 320 Sycamore St. Wauseon, OH 43567 Re: FL 17430-R6 Evaluation Report for Pan and Sandwich - HVHZ To Whom It May Concern: At the request of Haas Door, I have reviewed the drawings and tests listed below. These tests were conducted by Architectural Testing according to TAS 201/202/203-94 test procedures. The pressures listed on the drawings are direct results of these tests or conservative engineering rational analysis from the actual tests, except that no extrapolation of impact pressures were used. I have concluded that the construction shown on these drawings comply with the structural requirements of the 7th Edition (2020) Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statutes. Testing included all aspects of the TAS process, including: 1. Static pressure testing 2. Impact and cyclic testing 3. Meeting the deflection recovery requirements 4. Meeting the forced entry requirement Additional testing was performed: 1. The galvanizing + paint coating was subjected to salt spray testing for 1000 hours against a G90 control sample. All paint coated samples were equivalent or superior to bare G90. 2. The foamed plastic core of the sandwich door products were tested forflame spread and smoke developed (per ASTM E84). The results for the foam plastic were less than the required targets of 75 FSI and 450 SDI, 3. The foamed plastic core of the sandwich door products were tested per ASTM D1929 for self -ignition temperature. The result was 870 F. 4. The steel and aluminum skins of the sandwich and pan doors were tensile tested per ASTM E8. FL17430-R6 WL-0600-0110-08-65-65HVHZ RevE 9'-2" wide, +65.0/-65.0 PSF, Model HT 600 Series WL-0600-0194-08-48-521-1VHZ RevE 16'-2" wide, +48.0/-52.0 PSF, Model HT 600 Series WL-0600-0218-08-45-50HVHZ RevD 18'-2" wide, +45.0/-50.0 PSF, Model HT 600 Series WL-5000-0110-08-65-74HVHZ RevE 9'-2" wide, +65.0/-73.5 PSF, Model HT 5000 Series WL-5000-0194-0848-521-1VHZ RevE 16'-2" wide, +48.0/-52.0 PSF, Model HT 5000 Series WL-5000-0218-0845-501-1VHZ RevE 18'-2" wide, +45.0/-50.0 PSF, Model HT 5000 Series WL-2000-0110-08-65-74HVHZ RevD 9'-2" wide, +65.0/-73.5 PSF, Model 2000 Series WL-2000-0194-08-48-52HVHZ RevD 16'-2" wide, +48.0/-52.0 PSF, Model 2000 Series WL-2000-0218-08-45-50HVHZ RevD 18'-2" wide, +45.0/-50.0 PSF, Model 2000 Series Note: The drawing titles above are simply descriptive, and do not represent any limitation on the sizes and pressures. Each drawing contains a table with the full sizes vs. psf ratings. Test Reports Steel Sandwich Intertek/ATIE1289.01-550-18 TAS 201/202/203-94 9'-2" wide x 8'-0"tall (4-sections) Intertek/ATIE1289.02-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections) Intertek/ATIE1289.03-550-18 TAS 201/202/203-94 18'-2" wide x 8'-0" tall (4-sections) Alum Sandwich Intertek/ATI E1289.07-55048 TAS 201/202/203-94 9'-2" wide x 8'-0" tall (4-sections) Intertek/ATIE1289.08-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections) Intertek/ATIE1289.09-550-18 TAS 201/202/203-94 18'-2" wide x 8'-0"tall(4-sections) Steel Pan Intertek/ATI E1289.04-550-18 TAS 201/202/203-94 9'-2" wide x 8'-0" tall (4-sections) Intertek/ATI E1289.05-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections) Intertek/ATIE1289.06-550-18 TAS 201/202/203-94 18'-2" wide x 8'-0" tall (4-sections) @ 1701 Westfork Drive, Suite 106, Lithia Springs, GA Intertek/ATIE1289.10-106-18 Intertek/ATI E1289.11-106-18 Intertek/ATIE1289.12-106-18 Intertek/ATIE1289.13-106-18 Intertek/ATIE1289.14-106-18 @ 130 Derry Court, York, PA Salt Spray D714 / D1654 / D117 FL17430-R6 JAI Laboratories # RJ5251F-1 ASTM E84 Flame -spread and Smoke -Developed CWI Laboratories # RJ5251F-2 ASTM E84 Flame -spread and Smoke -Developed JAI Laboratories # RJ5255F-1 ASTM D1929 Ignition Temperature of Plastics @ 8385 White Oak Ave, Rancho Cucamonga, CA All testing was performed in 2014, 2015 or 2017. All test reports were signed/sealed by a Florida P.E. Calculations The tested jamb attachment was confirmed via calculations. The Lag screws that secure the door to the wall (2x6 SYP wood) were checked against the tested quantities. The calculated lag quantity (and track bracket quantity) did not exceed the tested quantity. The fasteners to attach the 2x6 to the building were computed. For attachment to a concrete wall, the Tapcon+ fasteners limits were computed according to ACI 318 using data from ICC ES ESR-3699. For attachment of the 2x6 to a wood wall, ANSI/AF&PA NDS was used for lag screw computations into SYP and SPF wood substrates. Results were tabulated on Sheet 3 of each drawing. Installation Anchorage Requirements: The door drawings include means to attach the doors to the building structure as detailed on Sheet 3 of each drawing using an added 2x6 to the face of the garage wall. The species of the 2x6 wood must be Southern (Yellow) Pine, specific gravity of 0.55 min. The direct mounting of door track on top of drywall or other non-structural material is outside of the scope of this wind load evaluation. This Evaluation Report does not address design of the wall/jambs themselves. These attachment drawings only illustrate common means to attach the 2x6 jambs to the wall. Walls should be designed (by others) to withstand the loads imposed by door onto the building. FL17430-R6 Model Descriptions In each family of doors, the weakest or thinnest skin product was tested to prove the entire family line. Thus, these door model variations are approved for each family of the drawings: The HT 600 HT 700 HT 900o HT 2000 HT 800 family are steel polyurethane sandwich doors These variations are included in this approval: 1-3/8" overall thickness: 6100 612, 614, 616, 632, 633, 660 (tested), 661, 663, 664, 6700 671, 672, 673, 674, 680, 681, 682, 690 1-3/8" overall thickness: 920, 921, 922, 930, 931, 932, 940, 941, 942, 950, 951, 952 w/ 5/8" thick overlays attached. 1-3/4" overall thickness: 710, 712, 714, 716, 732, 733, 760, 761, 763, 764, 770, 771, 772, 773, 774, 780, 781, 782, 790 2" overall thickness: 2010, 2012, 2014, 2016, 2032, 2033, 2060, 2061, 2063, 2064, 2070, 2071, 2072, 2073, 2074, 2080, 2081, 2082, 2090 3" overall thickness: 810, 812, 814, 816, 832, 833, 860, 861, 863, 864, 870, 871, 872, 8731 874, 880, 881, 882, 890 These are all steel sandwich doors with polyurethane core. The minimum thickness of the steel skins is 26 gauge among these models. The HT 5000 family are aluminum faced polyurethane sandwich doors The various model numbers listed on the drawings are included in this approval: 1-3/8" overall thickness: 5610, 5612, 5614, 5616, 5670, 5680 (tested) 1-3/4" overall thickness: 5710, 5712, 5714, 5716, 5770, 5780 2" overall thickness: 5210, 5212, 5214, 5216, 5270, 5280 3" overall thickness: 58101 5812, 5814, 5816, 5870, 5880 These are sandwich doors with aluminum skins, filled with polyurethane core. The minimum thickness of the skins is 24 gauge among these models. The PAN 2000 family of steel doors are Pan doors These variations are included in this approval: 24 gauge: C2410, R2410, C2411, C2415, C2460, R2460, C2461, R2461, C2471, R2471, C2472, R2472, C2480 (tested), R2480, C2481, R2481, C2482, R2482 20 gauge: C2011, C2015 These steel pan doors have a minimum thickness of the skins of 24 gauge. f��fl111ET:i 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. Each door should be chosen based on the "psf" requirement determined for a specific installation or locale. The maximum door width approved with this report is 18'-2". The maximum door height approved with this report is 16' nominal. The maximum door section height is 24" tall. These doors are not available with glazing. Door width may not exceed the tested door width. However, doors narrower than tested width are allowed, but carry the same psf as the tested product and use the same construction per section. Doors taller than the tested height are allowed up to 16' tall, provided that no door section is taller than the tested 24" section height. The horizontal track maybe reinforced with an angle as needed to support the door weight. The construction of the horizontal track, including the track thickness, is determined by Haas Door and does not affect this windload evaluation. The rated pressures may not be achieved unless the door is held closed during the wind event. Both tracks must be engaged with a lock, or alternately an electric drawbar operator attached to the door prior to the wind event. These doors have been evaluated for use in the Florida High Velocity Hurricane Zone (HVHZ). Digitally signed by John E. Scates, P.E. Date: 2020.08.25 08:42:38-05'00' John E. Scates, P.E. Florida PE # 51737 � / "Maw, No.51737 STATE OF so SCA) Fs /��ii • i�OA\, �LOR10P'p���� J The digitally signed file is the original. Printed copies are not originals Qust as copies of paper•signed documents are not originals). ABCO Garage Door Company, Inc. 670 8th Court Vero Beach, Florida 32962 Tel# (772) 567-9098 Email: abcodoorvb@outlook.com Customer/Billing Information Ken &Cheri White 275 Bermuda Beach Drive Ft, Pierce, Florida 34949 ESTIMATE Date Estimate # 3/28/2021 156517W Ship To/Project Dan &Sherri White 275 Bermuda Beach Drive Ft. Pierce, FL 34949 Sherri C# 216-8026 Dan C# 321-427-7871 Item Description Qty Cost Total *Electrical Outlets & Cabinet Removal By Owner* CC Fee Credit Card Convenience Fee 3%. 1 109,95 109,95 9 x 7 WCOL+65/-73.5 9' W x T H HAAS Model #2480 Polar White Colonial 2 1040,00 2,280.00 Raised Panel Wood -Grain Panel Design, FL# 17430.7 170 MPH Windload Exposure D +65.0/-73.5 Impact Rated, 4- 3.5 x 4", Torsion Pair .225 x 25" x 2", 12" Radius Tracks, Inside Locks, Trim, Installed. (Square - HR 15" Use 12" - Recess 2" x I" Door Will Sit Up On The Garage Floor) Tear Down Tear Down & Removal Of Existing - Wood Hemlock, 2 55,00 110,00 Lag Jambs Anchor/Lag (Depending On Structure) Existing Side 2 45,00 90.00 Jambs And Center Support Pad For W indload - 2 x 6 Block. Special Work Description: Extend Side Jambs And Install Support 2 60.00 120,00 Pads "Labor & Materials. Special Work Description: Install Pre -Wires For Safety Beams & Wall 2 45,00 90,00 Controls Exposed - Labor & Materials. Total Customer Signature: 64t // &W Date: ABCO Garage Door Company, Inc. 670 8th Court Vero Beach, Florida 32962 Tel# (772) 567-9098 Email: abcodoorvb@outlook.com Customer/Billing Information & Cheri White Bermuda Beach Drive tierce, Florida 34949 ESTIMATE Date Estimate # 3/28/2021 156517W Ship To/Project Dan &Sherri White 275 Bermuda Beach Drive Ft. Pierce, FL 34949 Sherri C# 216-8026 Dan C# 321-427-7871 Item Description Qty Cost Total 8165W-T w/1-893LM 1/2 HP Liftmaster Model #8165W4'Chain Drive 2 345,00 690,00 Automatic Garage Door Opener, w/1-893LM 3 Button Remote, Infra Red Optical Safety Beams, Multi Function Wall Console, Installed. 893LM Liftmaster 893LM Remote MyQ 2.0 3 Button Remote. 1 35,00 35.00 Permit - St. Lucie County St. Lucie County Permit Fee & Processing Fee - All 1 220,00 220.00 Inspections Must Be Completed 180 Days From Permit Issue Date - Original Signature On Permit Required. NOC Notice Of Commencement - Requires Original 1 X00 30,00 Signature. *Special Order 12 - 16 Weeks* Total Customer Signature: Date: ABCO Garage Door Company, Inc. 670 8th Court Vero Beach, Florida 32962 Tel# (772) 567-9098 Email: abcodoorvb@outlook.com GtitstomerBilling Information Ken &Cheri White 275 Bermuda Beach Drive Ft. Pierce, Florida 34949 ESTIMATE Date Estimate # 3/28/2021 156517W Ship To/Project Dan &Sherri White 275 Bermuda Beach Drive Ft. Pierce, FL 34949 Sherri Cht 216-8026 Dan C# 321-4274871 i Item accepting this Description Qty Cost Total »» *TERMS 50 % DEPOSIT - BALANCE UPON COMPLETION OF INSTALLATION - Credit Card Payments Are Subject To A 3 % Convenience Fee Visa, MasterCard & Discover Accepted. ***QUOTE VALID FOR 30 DAYS *Plant Accept No Cancellations Or Restocking On Any Special Orders. *Quote Does Not Include Interim Garage Door Or Opener Maintenance. *Garage Door & Garage Door Opener To Be Attached To The Existing Back Hangs *No Painting, Caulking, Carpentry, Electrical, Safety Beam & Wall Control Pre -Wires Or Special Framing Included - Unless Included Above. *Quote Includes Tax, Labor And Materials. *Quote Based On A Site Field Inspection. Total $35774.95 QUOTE VALE) FOR 30 DAYS UNLESS A Price Increase Has Been Issued - By proposar, customer acmrowreeges acceptance of mrs worx ana ma[errats on this proposal and payment is due as stated above. Customer agrees to pay late charges of 1.5 % per month and to pay all costs including reasonable attorney fees, whether suit is brought or not, if collection procedures become necessary. Seller retains Security Interest in the goods listed above. Goods installed by ABCO Garage Door Company, Inc., at the location listed above are the price and the terms as stated above. Goods shall remain. personal property regardless of affixation to Realty, Seller retains Security Interest in the goods and shall continue until the full purchase price has been paid in full by the Buyer. In the event the Buyer defaults, seller may excercise rights and remedies under the UNIFORM COMMERCIAL'CODE in force in the State Of Florida at the date of the agreement and no entry shall beLcgnsidered trespassing. Customer Signature!/ W��' Page 3