Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutProduct Approval Sectional Exterior DoorsBCIS Home Log In t User Registration ( Hot Topics Submit Surcharge E Stats & Fac drb a ° Approval 'USER: ` g 'USER: Public User ' Product Approval Menu > Product or Application Search > Application List > Application Detail 777 7T, FL # FL15212-R10 q Application Type Revision Code Version 2020 Application Status Approved Contact Us 1 BCIS Site Map I Links ! Search ! RECEIVED JAN 12 2022 fit, I 010 County . ftff9]ittino REVIEWED FOR Comments CODE COMPLIANCE Archived ! ST. LUCIE COUNTY BOCC Product Manufacturer Raynor Garage Doors Address/Phone/Email 1101 East River Road Dixon, IL 61021 (815) 285-7286 garyw@raynorcom Authorized Signature Gary Wedekind garyw@raynor.com FILE CO �� Technical Representative Rodney Frey Address/Phone/Email 1101 E. River Rd. Dixon, IL 61021 (815) 288-1431 rfrey@raynor.com . Quality Assurance Representative Mike Bariether Address/Phone/Email 1101 East River Road Dixon, IL 61021 (815) 285-7312 mbariether@raynor.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C-3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Scott A. Brown Evaluation Report Florida License PE-65940 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/13/2023 Validated By John E. Scates, PE i Validation Checklist - Hardcopy Received Certificate of Independence FL15212 R10 COI Raynor Letter of IndI2 S Brown.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2017 ANSI/DASMA 115 2017 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/15/2021 10/16/2021 10/21/2021 12/15/2021 FL # Model Number or Name; Descry tionr 15212.1 AlumaUiew (AV200)� StyleView 1-15/16"'thick aluminum rail and style door with full view glass. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-2409- B.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +43.0/-48.0 Evaluation Reports Other: Max. door size = 14'-2" wide x 20'-0" high for FL15212 R10 AE Product Evaluation 37-B s.pdf Alumaview and 14' -2" wide x 10'-0" high for StyleView. Created by. Independent Third Party: Yes 15212 2 �=�� • Alumaview (AV200), s6-',leView { m ,�o.�r,m �,, ,r. ��s �.�sp.k � 1 15/16, thick aluminum#rail and style door with-f✓ull view 9 lasso X Dk +W✓+ Lumts ofUse - x� Installation Instructions` A'ppro�ved for use HVHZ No` �t x FL15212 R10 II�P 3327 B pdf m Approved for use outsideHVHZ Yes xr ��,� Venfied By Scott A Brown 65940�z� * ,# Impact Resistant Yes�� 6 x 4 * CreaEedby IndependentTh dsParly� DespgnPressure +43 0/ 48 0 Evaluation sF �FL15212' Other Max door size =`14' 2 wide x 20 O high for u R10 AE Product Evaluation>37 Bps pdf � Alumaviewxand 14-2v wide,x 10 0 G'hi h for'St IeView Created by IndependentThird,Party Yes's 15212.3 BuildMark I 2" thick steel pan residential and light. commercial sectional garage door, 26 ga Limits.of Use Installation Instructions Approved for use in HVHZ: No I FL15212 R10 II P-3318-D.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +39.3/-43.8 Evaluation Reports Other: Max. door size = 16' wide x 16' high FL15212 R10 AE Product Evaluation 37-B s.pdf I Created by Independent Third Party: Yes 15212.5 BuildMark, TradeMark 2" thick steel pan residential and light commercial sectional I garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use I Installation Instructions Approved for use in HVHZ: No FLIS212 R10 II P-2357-B.pdf Approved for use outside HVHZ: Yes I Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +16.0/-17.7 �, Evaluation Reports Other: Max door size = 16'-0" x 16'-0" I FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes K.. Approved for use outside HVHZ: Yes.`_,. Verified By: Scott A.: Brown 65940 Impact Resistant, No Created by Independent Third Party: -Yes, Design' Pressure: +18.5/-20.9 Evaluation Reports' Other: Max. door size = 9'-0" x 16' - 0" FL15212 R10 AE Product Evaluation 37-B s.pdf .'Created by Independent Third Party: Yes 15212.7 BuildMark, TradeMark 2" thick steel pan residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-2358-B.pdf Approved for use.outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.0/-22.7 Evaluation Reports Other: Max, door size = 16"-0' wide x 16' - 0" high FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212.8 BuildMark; TradeMark ." 2".thick steel residential"and light commercial sectional garage door, BuildMark 26 ga.; TradeMark 24 ga. Limits of Use Installation Instructions ^ Approved for use in HVHZ: No ' •F1_15212 R1"0 II P-3322-C.pdf .Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design: Pressure: +41.6/-47.1 Evaluation Reports, Other: Max. door size = 9' wide x 16` high FL15212" R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212.9 BuildMark, TradeMark 2" thick steel pan residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-3361-B.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +47.3/-47.3 Evaluation Reports Other: Max door size = 16' wide x 8' high FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes f5212.10 BuildM irk, TradeMark 2" thick steel pan residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga.' "Limits of Use Installation Instructions Approved for use in HVHZ: No , ` FL15212 'R10 II P-2301-D.pdf Approved for use outside HVHZ:�Yes Verified By: Scott A. Brown:65940, Impact Resistant: No Design, Pressure: +31.0/.-35:f" Other: Max. door. size = 9' wide x 16' high Created by Independent Third Party: Yes. Evaluation Reports FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third. Party: Yes 15212.11 BuildMark, TradeMark 2" thick steel pan residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-2301-D.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +24.8/-28.0 Evaluation Reports Other: Max. door size = 9' wide x 16' high FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212.12 Showcase; Masterpiece 2" thick steel sandwich residential and light commercial sectional garage door.' Limits of Use Installation'Instructions Approved for u'se in HVHZ: No FL15212 R10 II P-2365-B.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: .No Created by Independent Third Party: Yes, Design Pressure: +Varies/ -Varies , Evaluation Reports Other:,Design pressure with no windows = +26.4/-29.4; Design pressure with windows = +18.0/-20.0. FL15212 R10 AE Product Evaluation 37-B s.gdd Created by Independent Third Party: Yes 15212.13 Showcase, Masterpiece, TC200 2" thick steel sandwich residential and light commercial sectional garage door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-3314-C.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +43.5/-50.0 Evaluation Reports Other: Max. door size = 18'-2" wide x 16' high. FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212,14 Showcase,, Masterpiece, TC200 �2" thick steel sandwich residential and light commercial ' sectional garage door Limas of Use s "_ ` sr Installation Instructionsr Approved for use in HVHZ: No ,' FL15212 R10rII P 3312 C pdf, " - , Approved for usehoutsde HVHZ Yes s Verified By ',Scott A Brown 65940 v r ,A aImpact Res�stantt:Yes i Created by IrdependentThird Party Yes a ri Design Pressure.:.+Vanes Evaluation°Reports " Other.,rDesign"Pre§sures ;9'=0 — +65 0/,75:0 12 0' �FL15212 R10AE`Product Evaliiation`37-B's pdf< r+'S6 4/ 65a1, 16 0"�= +45'.0/ 52 0 °.r Created by Independent Third�Farty Yes 15212.15 SteelForm 24 ga, Steelform 20 ga 2" thick steel pan commercial sectional garage door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-3313-C.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure:+Varies/-Varies Evaluation Reports Other: Design Pressures: 9'-2" = +80.0/-85.8; 12'-2" _ FL15212 R10 AE Product Evaluation 37-B s.pdf +60.0/-74.5; 18'-2" _ +40.0/-52.0 Created by Independent Third Party: Yes. 15212 16 '. n :a SteelForm424 ga, SteelForm 20 ga 2 thick steel pacommercial sectional garage d noor'* Limas ofF,Use a �.,t Installation Instructions Approved for usein HVHZ: No�� FL15212 RSO' II P 3310 B pdf . a., Approved,for use'outside HVHZ Yes Verified By .iScott A "Brown 65990 «Impact Resistant ,Yes �De'sign Created by Independent ThirdParty Yes-= } Pressure +41 5/,47 0 ,;w „}} 5 'size Evaluation Reports, ,': x r° Other Mazy door 12=2 wide x 20 high FL'15212 R10 AE Product Evaluation 37-6 s pdf, -� r l ti x . r.r Created by Independent Third Party YesY 1 -• d, ry a i 15212.17 SteelForm 26 ga, SteeForm 24 ga, 2" thick steel pan commercial sectional garage door SteelForm 20 ga Limits of Use ' Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-2407-B.pd Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +Varies/ -Varies Evaluation Reports Other: Design Pressures: Up to 16-2" = 43.3/-53.3; 17'-2" = FL15212 R10 AE Product Evaluation 37-B s.pdf 36.0/-46.7; 18'-2" = 30.0/-41.2; 19'-2" = 27.0/-37.0; 20'-2" = Created by Independent Third Party: Yes 24.3/-33.4 15212 18a; S4eelForm26 ga, SteeForm 24 ga, SteelForm 20 ga ' 2 think steel -pan commercial sectional garage door p,- Limits of Use i , ti * Installation Instructwns s Approved.for use'in HVHZ: No FL15212 .R10 II P 2405 Approvedlfor use outside HVHZ'•Yes x Verified By ,Scott Blown 65940 <; ."•Irnoict'Resistant.: No 'A" Created by Ind_ ependent Third�Party �Yesi, Des n Pressure :+Danes/:Vanes g Evaluation Reports " r } ,D`esgn Pressures 8 -2 47:8/ 54.7,r9 2 + FL15212. R10 AE. Product Evaluation 37=6 s pad ; ;Other y, 42.1/ 47 6; 10 2' - 37 2/,42 1, 11 31 0/ 37 7 .12 2 Created by Independent Third Party Yes' ; ,2" 30.7/ 34 1;13 2 = 28 0/=31 2 14 '2 25:1% 28 7,`15 2 2346/ 26 5,16 2 22 0/ 247, 17 2 2216% 28 1, 18 2 wu 232/ 30 7,19' r. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1624 t ` t The State of Florida Is an AA/EEO employer. Coht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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.S., please click here . a Product Approval Accepts: 5Ak a YfS4 M"Me_.: C2eck 2-r J Credit Card } x Safe G'. 2" SECTION THICKNESS TOP SECTION f INTERMEDIATE 38" O.i . (rYP) SECTION BOTTOM SECTION SECTION A -A RETAINER . ON SHT 3 STEEL SECTION BUILDMARK.017 THICK G40 GALVANIZED STEEL TRADEMARK .023 THICK G40 GALVANIZED STEEL WITH AN EPDXY PRIMER AND BAKED ON POLYESTER FINISH WHICH IS ROLL -FORMED WITH WOOD GRAIN END STILE—, 12" OR 15" RADIUS TEXTURE AND STAMPED WITH EMBOSSED OR FLUSH TOX LOCKED PANELS. TO SECTION SEE DETAIL ON JAMB ANGLE SHT3 ONE (1) REQ'D PER VERTICAL CENTER STILE TRACK. ATTACH WITH (3) HEX TOX LOCKED AND HEAD LAG SCREWS GLUED TO PANEL SEE DETAIL ON SHT 3 TRACK BRACKETS TYPICAL TRACK INSTALLATION NORMAL HEADROOM TRACK SHOWN, LOW HEADROOM, LIFT CLEARANCE AND VERTICAL LIFT TRACK AVAILABLE Al t OR �G�•V�CENSF O�L�//i i No 0065940 r STATE OF : .A0 ZZ �jO�c�'�'=�LOR10P,•G�=�� Digitally signed by Scott A Brown, PE Scott A. Brown P.E. F.P.E #65940 Date: 2017-10-11 698 Timber Creek Road 14:40:05 Dixon Illinois 61021 DOOI T-1 SI OTHF HE AVAII TO 16 18" OF SEI SHEET METALSCREW (3) REQ'D PER TOP FIXTURE o 0 TOP FIXTURE END STILE PERIMETER SEAL NAILED 8" O.C. WITH 4d STEEL NAILS J U-BAR -- SEE DETAIL ON SHT 3 Z RETAINING N SINGLE EDGE HINGE CENTER HINGE SEE DETAIL ON SHT 3 7/16" PUSH ON SEE DETAIL ON SHT: RETAINING NUT (1) REQUIRED PER ROLLER . SEE DETAIL ON SHT 3 SECTION B-B SPRING COUNTERBALANCE SPRING WIRE INDIVIDUALLY CALCULATED TO COUNTERBALANCE DOOR. QUANTITY AND SIZE OF SPRING WILL VARY BASED ON DOOR SIZE. JAMBS 2X6 #2 DOUGLAS FIR OR BETTER WOOD JAMB SEE SHT 2 FOR ATTACHMENT HEX HEAD LAG SCREW (2) PER BRACKET, SEE DETAIL ON SHT 3 TRACK BRACKET SHOWN, FULL ANGLE OPTIONAL SEE DETAIL ON SHT 3 TRACK BOLT/ WHIZ LOCK NUT SEE DETAIL ON SHT 3 TRACK ROLLER SEE DETAIL ON SHT 3 TRACK, 2" SHOWN, 3" OPTIONAL SEE DETAIL ON SHT 3 SHEET METALSCREW (6) REQT) PER HINGE 0 0 ille f�l'1��111:r�—WsR�Wli� BRR' II'��:i��il�ll �1L_IMElul I�—I � �iRim L:: IIII ��n■dil V1 y�il�l�l`II-� ell—IIISII��1�6��1�il�`II MEN I6=��8I f�'l IS 1111111IM-1 I r�71eh;r�( B- I��s3�o��11I:J��VENTS A (OPTIONAL) AS REQUIREU, 12U SQ. IN. MAA SHEET METAL SCREW (2) REO'D PER ROLLER CARRIER ROLLER CARRIER ROLLER CARRIER DETAIL SEE SHEET 2 FOR OTHER DOOR WIDTHS INTERIOR ELEVATION EDGE HINGE EDGE HINGE DETAIL OORS TESTED PER TAS 202 AND ANSI/DASMA 108 FOR STATIC AIR PRESSURE DOOR WIDTH DESIGN LOAD 16'-0" +16.0 1 -17.7 4 3 CENTER STILES V AND 9' WIDE - �i�lil�lil�lI' lily F IM, I ME-1 IMM IMIM 4 CENTER STILES .• ICI �II�I �II�I � Isl � I�II� I�11� 7 CENTER STILES 16' WIDE - CENTER STILE LAYOUT INTERIOR VIEW COLONIAL WINDOWS \\\`yG0�v\GEINgROV%p . % No OD65940 �! STATE OF SS011 �ONAi `E\\N��\ Digitally signed by Scott A. Brown P.E. Scott A Brown, PE F.P.E #65940 Date: 2017-10-11 698 Timber Creek Road 14:41:11 Dixon Illinois 61021 DOOR 6 WIDTH TREATED 2X6 WHEN MOUNTING TO MASONRY CONSTRUCTION. UN -TREATED 2X6 MAY BE USED ON WOOD CONSTRUCTION. I TREATED 2X6 #2 DOUGLAS FIR OR BETTER WOOD BUCK WHEN MOUNTING TO MASONRYJAMBS. UN -TREATED 2X4 #2 DOUGLAS FIR OR BETTER MAY BE USED ON WOOD JAMBS. SEE CHART FOR BUCK ATTACHMENT -TO — STRUCTURE GLASS OPTIONS: GLASS 1/8• DSB JAMB ATTACHMENT NOTES PANEL 1/8'ACRYUC 1/8' TEMPERED 1. MAXIMUM POSITIVE LOAD PER JAMB - (16'-0' X 16.0 PSF) If2 - 128 LBS PER FOOT 1/2" INSULATED GLASS 2. MAXIMUM NEGATIVE LOAD PER JAMB = (16--0' X-17.7 PSF) /2 = 142 LBS PER FOOT. 3. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBUTY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 1 AND 2. 4. ALTERNATE JAMB ATTACHMENTS MAY BE USED IF APPROVED BY A REGISTERED PROFESSIONAL COLONIAL ENGINEER. PANEL 5. DASMA TECHNICAL DATA SHEET TDS-161 MAY BE USED FOR ALTERNATE JAMB ATTACHMENTS. 6. 3/8' DIAMETER LAG SCREWS REQUIRED 1116' PILOT HOLE AND 1-12' MINIMUM EDGE DISTANCE. CARRIAGE HOUSE PANEL RANCH PANEL FLUSH PANEL PANEL OPTIONS EXTERIOR VIEW 2xe ATTACHMENT TO STRUCTURE STRUCTURE MINIMUM MINIMUMMINIMUM DIMENSIONA ALLOWABLE TYPE FASTENERTYPE EMBEDMENTEDGE �ON (M—IMON TENSION DISTANCE SPACING Df LOAD 75(ID PM MIN CONCRETE 1M' TAFCOW (PLUS) 2' 2.5 F 31 69f WITH 1-1/6 OD WASHER SCR T (ERN PINE 3W X SLAG 1.SP 1.57 1.SR 21 655 WITH 1-11W OD WASHER SPRUCE PINE FIR 3B'X7 LAG 1SP 1.SP 1.SP 2P 482 W1TN 1-11W OD WASHER 6CALE: NONE Im G. WEDEIUND��-, CRECKEe ar: G.WEDEIOND FLAYNOR IMTE: 0426112 ECO 6338.01 SPEC, WINDLOAD, BUILDMARK/TRADEMARK No. P-2357 I z o '3 I 11 CENTER HINGE DETAIL METAL SCREW (4) REO'D 55 3.19 1.50 O O 2.81 O ASTRAGAL RETAINER 0 O .039 ALUMINUM 2.61 2.55 3' TRACK BRACKET .116 GALV STEEL Q 0 4.19 1.50 4.06 2.38 0 TRACK O T 5 x 25 THICK 3.00 O O -STRIKE PLATE 1518•x 410 x.086 LOCK BAR 3/4' X 1/4" TRACK BOLT/WHIZ NUT 5116-18 X 314• (2) PER STRIKE PLATE END STILE I 518• MINIMUM OPTIONAL INTERIOR LOCK DETAIL SUDELOCK CASE .086 GALV. STEEL OPTIONAL INTERIOR LOCK DETAIL 2' F� 2518' STEEL U-BAR DETAIL .049• MIN GALVANIZED HIGH TENSILE STEEL 80 KSI MINIMUM YIELD 4• TRACK BRACKET .116 GALV. STEEL O L 4.4 4 2.26 O O 2.56 J 2.62 TOP FIXTURE .086 GALV. STEEL 90©0 310 O O F� 2.72-� CENTER HINGE .045 GALV. STEEL ��8 .271.93 R.22 ROLLER CARRIER .086 GALV. STEEL ATTACHED TO TOP FIXTURE WITH (2) TRACK BOLTS AND WHIZ NUTS 2.75 /70 7.49 O 1 O -j EDGE HINGE .086 GALV.STEEL 4.97 L 01.81 0 .43 � 44 50 1.96 r-.69 T� 1.43t O O 2A4 2.74 1° o ";,\GErus ��.y �° 6.00 No 0065940 - O O l� STATE OF i s SECTION HEIGHT SECTION HEIGHT 01 O Q c 0 • 4,W1 O ZORID ////c`S��NAL \�\\ CORNER BRACKET .086 GALV. STEEL 110 J° Digitally signed by ° Scott A. Brown P.E. Scoff A Brown, PE F.P.E #65940 Date: 2017-10-11 CENTER STILE END STILE 698 Timber Creek Road 14:42:21 .034 GALV. STEEL .043 GALV. STEEL Dixon Illinois 61021 aev. oescaivnoN TRACK ROLLER K1.00 2.09 TRACK .055 GALV. STEEL .88 O7 .42 .04 II RETAINING NUT I I JAMB ANGLE .078 GALV. STEEL 3/4' 1 0�1/16' 0 .59 12' -�---� j � .52 � 518•�{ 0 1/4' 0 SHEET METAL SCREW TRACK BOLT kill HEX HEAD LAG SCREW