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Home My WebLink AboutLETTER FLORIDA CERTIFICATE COMPLIANCE17 November 2011 Mr. Jeff Badgett R&D Engineer Ceco Door Products 9159 Telecom Drive Milan, Tennessee 38358 Telephone: (731) 686-4221 E-mail: jbadgettgeecodoor.com RE: Florida Certificate of Dear Mr. Badgett, This letter is in response to your request _ and Intertek for the products being cove: Agreement, which may also be reference not expire except upon its termination ai please do not hesitate to contact me. Sincerely, Timm J. Schaeffer Engineer / Inspection Manager 8431 Murphy Drive Middleton, WI 53562 Telephone: 608-836-4400 Facsimile: 866-262-2753 www.intertek-etlsemko.com r verification of a QA contract between Ceco Door Products t under the FBC QA program. Please note your Certification as a QA contract, bears no expiration date and as such does is valid indefinitely. Should you need anything further C�) Report prepared for: Justin Hendricks (Intertek) on 3/31/2014 4:15:19 PM RIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report(s). This authorization also applies to the Multiple Listee model(s) identified on thg correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The Certification Mark(s) maybe applied only at the location of the Party Authorized to Apply Mark. Applicant: Ceco Do 9159 Tel Milan TN Country: Contact: Dwayne Phone: 731-686• Fax: 731-686• Email: dcharitoi Party Authorized to Apply Mark: Evaluation Center: .Control/Client Number: 242757 This document supersedes all Products (Milan) :)m Drive .com See following page(s) Intertek (Middleton) AUthadz8d Ely:. ThdlmZ6 J.Fatter-4oh,. Dir6ctor of Certifad4floin I`rit+ rte3 TisJhg-80rvi " ,NA, ift. . 54 E. Mgonquih Bead„ Ste H, Atdingtorl Heights, IL 500.0,E U.SA Phone 847-439-5W7 Fk 847-439-7320 W us Intertek Authorizations to Mark for the noted Report Number. This Authorization to Mark Is for the exclusive use of Intertek's Client and is piovided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client Is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and In this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory! Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Testing Standard{s}: :ASTM E330 (2002):ASTM E331 (2000):ASTM E1886 (2002):ASTM E1996 (2003):ANSI A250.13 (2003):TAS 203:TAS 201:TAS 202:ASTM E1886 (2005):ANSI A250.13 (2005):ASTM E1996 (2008):ASTM E331 (2009) Product: Ceco Volume IA Windstorm Doors - Manufacturing ATM for Report 3118505, 3126983, 3132419-001, 3159480, 3159865, 3163505, 3190362MID-002, Letter Report 1 100407338, 100407338MID-003, Letter Report 100545411, 100545411 MID-003, Letter Report 100859994, 100859994MID- �003, 101343015MID-001, 101274930MID-003, 101274930MID- 004 Ceco Door Products (Milan) 128766 1 Rev: Feb 26 201410:38AM i Uncontrolled Copy ATM Issue Date: 03/31/2014 Page 1 of 3 AUTHORIZATION S Ontertek AA All-h4 Cclecooiot. L VOLUME: I SECTION: 7 MANUFACTURING LOCATIONS PAGE: 2 WARNOCK CLASSIFICATION MATRICES Stiffness Class 1. Impact 350 ft-lbs :0 ...... . . . . . . . . l, . M 411�l A. �Ilit� . ................ o RT Ni" R?rr. M, tfi 9� g L, glk g ghumi I I f r I a a p', 2.� iltuiy �i, ERE -TI a. § R. .616 �01 -- 11w, n R�M, Pt� MM. V,N lifllillfl',-'P, 3b- 1 o.gF-r,-, R g. Nr •-S e .... ... ...... %�gyy�g•�qv- �Ifli kL ro. it IN lit r gSP 'gg, ........ ...E .. djq mb tt H,A 9 541 if V, g• �11!rf. Apg I; ip� 1�.Nmliiq 11.1-5!w -zq-_,j-5 I P M ! 10 K. .......... i1j, JY lit iiiii, E N. i g g N� P IS r! M! RIN -Y 'g, -YY� -lice" i-i g, n -J I -1 - 11 I R 1916, - 13b"I -�2 iijl: e tgqvm�,,: i�%,l iff ............ or -n, 0 g T. lb b 1Nddd gi....tgg 9,H..gwt gigA,PI121 l e %Iqg at fix a i'll, ; kq, , tjJ Ir -11-1 'n IM, M ul'i""HIEN SIMTS ON, 6 Pf p;, Rn lt .. .... ....... __7 .......... a gyn '&Imq . N0 AR '21� 'V ffll 2 lee b ;yving, nl�,, 14 ijg E N�11 I, .., -po 4..v 'MIN, , qg . .. . ...... ....... '.0 IN R M `0 1.1iUltra, "'t, MIT It -b pl. j?pz'. _0 IM RI; N, j'Pi i i 5, 6, jE M ty tt id it n Ygi Tv !LN.1 -H g, 1 E-N.; -j uip-N -ig ilgg 5 R , :fit rLF piii 111 111 99 -41 5,14 M Vitlk Ri 1P. wwY A AUTHORIZATION Inmek CLASSIFICATION MATRICES VOLUME: I SECTION: 7 PAGE: 3 Stiffness Class I Impact 350 ft-lbs on MIN :,I F, �gt R, '-K ZY .t; 'a in 'YQ p'K: 6 i ir. 0,W111M. N., '4"M R ' , Y N. I [I iii;gnm �'jp' �uum'qglg'. :1, 1-1 ;'QM IT gx. fu ini"; .1.1 'k'l N -in 14 L'�' in itt i i; ;' �'T '10 al'o yv�Nillq '11 'V1 gr R 0, HIM, -92-1 q0 W '!jitl m! �itg :i "I"', "N 4'� " ? nill!!• 'T i g N R gil P M-0 P t , - . w ijigi till 1'. i't NXAMIF. u , it::: �t�f' m R Jda i ut'i "'Mia" r II N, dul. b g B Milli1g,"lulayeag IN, g MRD E win f, i f N p :g.r'�jp g A�i fiffl;;'! jizggg ROO q Tu ? itq ...... .... ....... ..... NN, "T .. . 51 F -N ji ';j ... . ......... . . ...... g,ij '�g q.. i�pi n;� gg. gy It ir HIP lylfii !.I VIM -IM-010i K ni'ar .artlong! S 1 §14 ggl q• Kv _;�r "M 41,1�1. 4F. HiPl, i;r%g "'lic" fil:u-7 MW vli4 q., iM ...... . ... . .. R UN tim: N' 41Hii!:1i4 3M, 30 t - B ggr 0 "M ffiW.L i. MEN 2.. 1&1: g ir MIN iAhz m % 4.j �Jjqg'jiggw 4 'L B go, gig. i. R Ki Z Eff m ME, 'tIngo.- �'P. Niiij, figi tf 0 0 N PRE i•ilu 11 n ga, 1 1.11, gg 14.11111M i ' 4 'Ef '�rlfff IN 5,' ju 1 .1d _i, 1 .r 'g- J. fl i-tign 1 li" itm -.4 111.1 n.. TV, r r-, AUTHORIZATION _ Bntenek a (io (e9 MQ. D.001':;: VOLUME: 1 SECTION: 7 ASSSAABLOY MAN I�CTURING LOCATIONS PAGE: 4 WINDSTORM *Glass lights may limit design FOLLOW-UP SERVICE PROCEDURE See details to follow for additional information. Report prepared for: Justin Hendricks (Intertek) on 3/31/2014 4:18:41 PM Intert F AUTHORIZATION TO MARK This authorizes the application of the Certification Ma�k(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report(s). This authorization also applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The (Certification Mark(s) may be applied only at the location of the Party Authorized to Apply Mark. Applicant: Ceco Door Products (Milan) 9159 Telecom Drive Milan TN 38358 Country: I Contact: Dwayne Charlton Phone: 731-686-4304 Fax: 731-686-4309 Email: dcharlton@cecodoor.com Party Authorized to Apply Mark: I See following page(s) Evaluation Center: Intertek (Middleton) ,Control/Client Number: 242757 ,AultWrizod By Thoftiiat�J. F'attertori, Diractofof Certifidatioii i Int&rtekUWf q:Servlcas NA, 1ha 5 E. AJgorliguih Read, ate H. Adington leigtits, IL:000SUSA Phohe-847=439-6667 Fay 847-439-7320 vN us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark Is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client Is authorized to permit copying or distribution of this Authorization to Mark and then only In Its ent rety. Use of Intertek's Certification mark Is restricted to the conditlons laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved In writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of productionj quality control and do not relieve the Client of their obligations in this respect. I Testing Standard{s}: :ASTM E330 (2002):ASTM E331 (2000):ASTM Ell886 (2002):ASTM Ell996 (2003):ANSI A250.�3 (2003):TAS 203:TAS 201:TAS 202:ASTM Ell886 (2005):ASTM El996 (2008),:ASTM E331 (2009) Product: Ceco Volume IVA - Windstorm Frame Specs ATM for Report 3118505, 3126983, 3159480, 3159865, 3{63505, 3190362MID-002, Letter Report 100407338, 100407338MID-003, Letter Report 100545411, 1005�45411MID- 003, Letter Report 100859994, 100859994MID-003,1 a. . 101343015MID-001,101274930MID-003,101274930MID-004 ATM Issue Date: 03/31/2014 Ceco Door Products (Milan) 128767 1 Rev: Feb 26 2014 1' :28AM I Uncontrolled Copy Page 1 of 9 AUTHORIZATION ST . VI Intertek U //a1/q Product Covered: Wind resistant build or severe weather performance standard 1. Windstorm 2. ASTM E33 3. TAS201, Ti Frames may also be listed as fire door be fire rated up to and including three 1 frames shall comply with Procedure Se ecoDoor VOLUME: 4 SECTION: 11 ALL LOCATIONS PAGE: 1 FOL--L-OW-UP-SERVICE- PROCEDURE--- ----- ---- components tested to one or more of the following windstorm ;istant Frames as tested in accordance with ANSI A250.13 1886/E1996 02, TAS203 �s tested in accordance with UL10B or UL10C. Frames may The construction details and hardware preparations for these "A thru H". Frame Sizes: Listed sizes are defined iri the illustrations that follow. Construction: Each wind resistant building component shall be constructed as detailed in the illustrations that follow. For design features not covered in this section, see Sections "A thru H". Metal Gauges: The frame metal gauge) shall have the minimum thickness as shown in the Illustrations to follow. Painting: See "Section General" for specifics on painting. Marking: Each wind -resistant building component shall be marked in accordance with the details on Illustration 7. Fire rated components will be marked in accordance with the individual product sections of this procedure. Installation Instructions: See ANSI Hardware: For listed hardware, see Water Infiltration: Single outswii transom/sidelite frames in masonry, E331 in accordance with Florida TAS achieved ±60 psf design pressure. N Rim exit required for pairs with hai doors) may be used in a pair with he hollow metal mullion). See Illustra location and installation of seals, rain from the interior. Glass and glazing • should be set from the exterior and w center, and the top and bottom 3" fr( perimeters of panels should be sealed 11 for installation instructions. Materials Directory Guide. and standard outswing pairs of 3 piece, sidelite, transom, or ,ck, welded to building structure, or drywall. Tested to ASTM 12, single swing doors achieved f50 psf design pressure and pairs ,imum door opening size 4'0" x 8'0" single and 8'0 x 8'0 pair. ✓are mullion. Any approved lockinglexit hardware (for single ►w metal mullion (10 gauge "I" beam reinforcement required in ns # 6B and 6C for Weather Strip installation instructions for ip, and threshold. For transoms and sidelites, glass should be set ops should be set into a bedding of Dow 995 silicone. Panels .ed to the frame with welds located 3" from each end and 12" on each end and at the midspan with '/a" x '/2" long welds. The the interior and exterior with silicone. AUTHORIZATION' Intertetc--- P---a` y al 14 ----- MSTCoco Door IMABLOY VOLUME: 4 SECTION: 11 - WARNOCK IIERSE FOLLOW-UP SERVICE PROCEDURE INDEX OF ILLUSTRATIONS WINDSTORM RESISTANT FRAMES DESCRIPTION ILLUSTRATION NO. Door Frame Elevation I I Door Frame Elevation — Ready Set Frames IA Three Piece Frame 1B Sidelite Frame Elevations 2 Window Frame Elevations 3 "P' Beam Construction Details 3A Alternate Frame Elevations 4 KD Corner Frame Assembly 5 Strike Reinforcement for Rim Exit Openings Larger Than TO" 5A Surface Vertical Rod Reinforcement £or f70 psf Pairs with Glass 5B Stud Wall Frame Anchors 6 Masonry Wall. Frame Anchor 6A Water Infiltration Preparations — Single Swing 6B Water Infiltration. Preparations — Standard Swing Pair 6C WARNOCK HERSE i FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB I ALL LOCATIONS PROJECT REF: TS13CL05 F0260 RI aFHOHAI 4' ACE FRAME HEAD _ 3070 t 100 PSF MAX. DESIGN LOAD 4080 t 70 PSF MAX. DESIGN LOAD 4" MIN./14" MAX. DEPTH 16 GA. MIN. KD OR WELDED 02 GA. WELDED) IMPACT RATING = 350 FT—LBF II II II II II II\ H II \ I I I I OPTIONAL II II HARDWARE II II OR HM II JII MULLION _ - II II II II DOUBLE SWING II II II II II II - II II II II uy 8080 MAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN. KD OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-70 PSF IMPACT RATING 350 FT—LBF i ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE I *LOCATION EO — PIPE & SLEEVE (BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO — PIPE & SLEEVE (BUTTERFLY UP TO 3070 MAX.) 2" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8- X 6- EXPANSION SHELL MASONRY "T" — GROUTED 16" — 24" O.C. (Head: 3/8" x 6" Expansion Shell) ® GROUT JOINTS WIRE MASONRY — GROUTED 16" — 24" O.C. (Head: 3/8" x 6" Expansion Shell) ®,GROUT JOINTS WOOD STUD METAL STUD 6, 6" &EQUAL — 21" MAX. FOR INTERMEDIATE SPACES (NO FLOOR ANCHORS) Poured In Place Wall I NA Trio & Trio—E Opening *'Sizes Over 6070 Pairs LOCATION ® Jamb:12"Max. From Each End & 19" O.C. ® Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb Jamb:12"Max. From Each End & 19" O.C. ® Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb ® Jamb:16"-24" O.C.® Grout Joints * Head: (4) Total Req'd, 9" Max. from Centerline of Head, 9" Max. From Each Hinge Jamb. ® Jamb:16"-24" O.C.® Grout Joints @ Head: (4) Total Req'd, 9" Max. from Centerline of Head, 9" Max. From Each Hinge Jamb. ® Jamb:6", 6" & Equal-21" Max for Intermediate Spaces. Head: (4) Total Req'd, 6" Max. From Centerline of Head, 6" Max from Each Hinge Jamb NA *FOR DOUBLE SWING FRAMES WITH 4- FACE FRAME HEADS, (2) EO ANCHORS REQUIRED WHEN INSTALLED IN MASONRY WALL OR (2) STUD `ANCHORS REQUIRED WHEN INSTALLED IN STUD WALL LOCATION OF ANCHORS TO BE 16, FROM CENTERLINE OF FRAME HEAD, OR CAN BE GROUTED FULL WITH 2O00 PSI MIN. CONCRETE. "FOR SIZES 6070 OR LESS REFER TO TABLE ABOVE. I ISS Mec0bor VOL: 4 ABj OY SEC: 11 9ntMek Windstorm Resistant - a l Oa Door Frame Elevations ILL: 1 WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE I DRAWN BY: BNR I ALL LOCATIONS PROJECT REF: TS06CL04 F0277 SEE-SryEICTION 8, ILLUSTRATION 2 FOR FRAME DIMENSIONS - T . 1Z" L 2" 1+- VARIES -+1 . FVARIES SINGLE SWING HINGE JAMB PROFILE — -+-16.GA. F Z" -� L z f-� VARIES �I E' VARIES FRAME HEAD & LOCK JAMB PROFILE • 3070 MAX. 5 3/81' MIN./14" MAX. DEPTH DIMPLED HOLES 16 GA. WELDED ONLY BOTH FACES DESIGN LOAD 1 +/-60 PSF (WITHOUT DEADBOLT) DESIGN LOAD I= +/-70 PSF (WITH DEADBOLT) IMPACIT RATING = 350 FT—LBF ANCHORS I& METHOD OF ATTACHMENT ANCHOR TYPE LOCATION TOP PLUMB ANCHOR STD LOCATION & PLUMB ANCHOR'BTM PLUMB ANCHOR & 0 18" MAX. FROM WOOD STUD SCREW BTM OF FRAME OR METAL STUD SCREW SEE SECTION 8, ILL. 2 FOR SCREW FASTENER KEY ISSUE , C=—=—Cecoboor LAAI�iBIAY VOL: ��"■ SEC: 9ntert kee I Windstorm Resistant /,,, ReadvSet Door Frame Elevations ILL: 4 11 1A DRAWN BY: JRB WMMOCK HERSEYi FOLLOW-UP SERVICE PROCEDURE ALL LOCATIONS PROJECT REF: TSI3CLO5 F0260 A o"nwua • PTIONAL 4" FACE' MME HEAD r"m ouuc V"tlE6 I.W)S Oov R,OM I RLTWN rwl fYAK SINGLE SWING OOhVEMWJ-PROFILE V- . OoarRW'r, rm 1' WJl " vuues OovIR� f ` 3070 MAX. 4" MIN./14" MAX. DEPTH-� 16 GA. MIN. KIDOR WELDED (12 GA. WELDED) DESIGN LOAD = +/-100 PSF KEW PROFU IMPACT. RATING = 350 F -LBF *ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE *LOCATION EO - PIPE & SLEEVE (BUTTERFLY UP TOI3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO - PIPE & SLEEVE (BUTTERFLY UP TOI3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" - jGROUTED 16" - 24" O.C. GROUT JOINTS WIRE MASONRY -GROUTED 16" - 24" O.C. " @ GROUT JOINTS WOOD STUD METAL STUD 6", 6" & EQUAL - 21" MAX. (NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES Poured In Place Wall i NA IS CCec0,00"or VOL: 4. ®" �iSSAABIOY SEC: 11 • Bcntertek ! Windstorm Resistant Three Piece Frame ILL: 1B ` DRAWN BY: JRB WARNOCK IIERSEY FOLLOW-UP SERVICE PROCEDURE ALL LOCATIONS I PROJECT REF: TS13CL05 12'-8" MAX. \SM NOTE fy DOOR OPENING — HMIW®Mi[ NxaminK 1. DESIGN PRESSURE _ +I 60 - IMPACT RATING' = 350 FT—LBF 2 ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH 4" MIN. / 14" MAX. 16 GA. MIN. 6. DOOR OPENING 3'—O' X 8'-0" SINGLE MAX. F0261 GLAZING DIM. "B" DIM. DIM. "D" DIM. "E" FRAME FACES MATERIAL "C" DIM. A MAX. MAX. MAX. MAX. I . 4GLASSLAM SAFETY PLUS 2 36" 72" 36" 94- 2" 4" LAMINATED GLASS 6 —0 X 8 —0 PAI S MAX. "BEDDING IS CLOSED CELL FOAM TAPE 1/e" X 1/2- AND DOW CORNING 995 STRUCTURAL 7. STOP HEIGHT = 5/8' MIN. SIUCONE. 1 3/4- STEEL STIFFENED. HONEYCOMB. POLYURETHANE. MIN & CORE OR 8. FULL HEIGHT VERTICAL & 6' HORIZONTAL POLYSTYRENE CORE PANELS (18 Go Min — 14 Go Max) MAY BE USED IN LIEU OF .1 CLASSIAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3- MAX. MULLIONS MUST BE REINFORCED WITTY (2) 10—GAUGE X 3/4- X FRAME DEPTH FROM EACH END & 3' MAX. O.C. & ON THE TOP & BOTTOM 3' MAX FROM EACH END & AT 12" MAX O.C. THE WELDS ARE MIN. 1/4' WELDS X 1/2- LONG. PANELS TO BE C- CHANNELS INSTALLED BACK TO INSTALLED IN EXTERIOR (OUTSIDE) RABBET. WELDS ARE LOCATED WHERE PANEL ABUTS BACK TO FORM SIMULATED I" BEAM. FRAME SOFFIT. PANELS ARE SEALED WITH SILICON. ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE I I LOCATION EO — PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/8- X 6- LAG SCREW 0 JAMB 12" MAX.I FROM SILL, B" FROM HEAD & 20" -O.C. 0 HEAD -"2" FROM EACH VERTICAL MEMBER & 14" O.C. 0 SILL 2' FROMIEACH VERTICAL MEMBER & 0 MIDSPAN EO — PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK /8" X 6- EXPANSION SHELLSO 0 JAMB 12' MAX! FROM SILL, B" FROM HEAD & 20" O.C. 0 HEAD ""2" FROM EACH VERTICAL MEMBER & 14" O.C. SILL 2- FROMI EACH VERTICAL MEMBER & 0 MIDSPAN WIRE MASONRY OR MASONRY "T' — GROUTED, WELDED TO STEEL HEADER, EO P&'S OR BUTTERFLY — 3 8X 8- BOLTS 0 JAMB 8- MAX.I FROM EACH END & 16" O.C. 0 HEAD "*WELDED TO STEEL CHANNEL HEADER ® SILL 2" FROM EACH VERTICAL MEMBER & 0 MIDSPAN WELDED TO STEEL BUCK 0 JAMB "4*5' MAX. FROM SILL & 27.5" MAX. O.C. 0 HEAD "•WELDED TO STEEL CHANNEL HEADER ® SILL 2" FROM EACH VERTICAL MEMBER & 0 MIDSPAN WOOD STUD METAL STUD (NO FLOOR ANCHORS) ® JAMB 5' MAX.I FROM SILL & 27.5" MAX. O.C. ® HEAD ""2" MAX.I FROM EACH VERTICAL MEMBER & 14. O.0 ® SILL 12' FROM EACH VERTICAL MEMBER &• ® MIDSPAN "FOR 6' & UP HEAD MEMBERS. FOR HEADS LESS THAN 8I, LOCATE ANCHORS 2" MAX FROM EACH VERTICAL MEMBER & O MIDPOINT OF SPAN. ... 1/4"'THICK MAX. SHIM PLATES (2" WIDE X 7- LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES SHIM PLATES TO BE 1-1/4' GREATER THAN JAMB DEPTH. HEADER WEU7S LOCATED 3- FROM EACH .IAMB & 3- FROM EACH SIDE OF VERTICAL MULUONS & O MIDPOINT OF SPAN OF HEAD ABOVE DOORS. WELDS ARE MIN. 3 16'X 1' LDNO. SHIM PLATES ARE PROVIDED BY OTHERS AFTER WELDING FRAME TO SHIMS. CAULK B EEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. I I_ DEPTH — 1/4' I 0—GAUGE 110. .750 .750 \DETAIL "A —A'\ ISS C CecoDoor VOL: 4 t�s GAMY. SEC: 11 Interwk Windstorm Resistant ILL: 2 Sidelite, Transom or Transom/Sidelite Frame Elevations WARNOCK HERSE I FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB ALL LOCATIONS PROJECT REF: TS13CL05 12'-8` MAX. F0262 ISSU %MW -0 11 I11terteC 1. DESIGN PRESSURE _ +/- 60 PSF IMPACT RATING = 350 FT-LBF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION - WELDED ON 4. ANCHORS - SEE CHART BELOW 5. FRAME DEPTH m 4- MIN. / 14- MAX. 16 GA. MIN. 6. STOP HEIGHT 5/8' MIN. 7. FULL HEIGHT VERTICAL & 6' HORIZON MULLIONS MUST BE REINFORCED WITH (2) 10-GAUGE X 3/4" X FRAME DEP "C' CHANNELS INSTALLED BACK TO BACK TO FORM SIMULATED -I" BEAM. crr nr AU -A-A' �C„ I A" NOTE � -6" I C , 10' , MAX. A" 11 A A NS. GLAZING FRAME FACES DIM. "B" DIM. "C" MAX. EXPOSED DIM. A" MATERIAL GLAZED AREA MIN. M MAX. MAX, *GLASSLAM SAFETY PLUS 2 2" 4" 72" 94" 3384 LAMINATED GLASS ;W2 1�3/4- STEEL STIFFENED, NO"' MB,�POLYUREf E,"MINERAL CORE"ORS" POLYSTYRENE CORE PANELS (18 Ga Mtn - 14 Ga Mai) MAY BE USED IN LIEU OF GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. FROM EACH END & 3- MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & AT 12' MAX. O.C. THE WELDS ARE MIN. 1/4- WELDS X 1/2' LONG. PANELS ARE SEALED WITH SILICONE. ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE I LOCATION EO - PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/B- X 6- LAG SCREW 0 JAMB 12" MAX. IFROM SILL, 8' FROM HEAD & 20" O.C. 0 HEAD ••2' FROM EACH VERTICAL MEMBER & 14' O.C. 0 SILL 2" FROM .EACH VERTICAL MEMBER & 0 MIDSPAN EO - PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK /8' X 6" EXPANSION SHELLS 0 JAMB 12" MAX. IFROM SILL, 8' FROM HEAD & 20' D.C. CDHEAD ••2' FROM EACH VERTICAL MEMBER & 14' O.C. ® SILL 2- FROM EACH VERTICAL MEMBER & ® MIDSPAN WIRE MASONRY. OR MASONRY -T' - GROl1TE0, WELDED TO STEEL HEADER, EO PJtS OR BUTTERFLY - 3 6' X 6- BOLTS CD JAMB 8- MAX. FROM EACH END & 16" O.C. ® HEAD •••WELDED TO STEEL CHANNEL HEADER ®SILL 2" FROM EACH VERTICAL MEMBER & 0 MIDSPAN WELDED TO STEEL BUCK 0 JAMB ...5" MAX. FROM SILL & 27.5" MAX. O.C.' HG HEAD --*WELDED TO STEEL CHANNEL HEADER 0 SILL 2" FROMIEACH VERTICAL MEMBER & 0 MIDSPAN WOOD STUD METAL STUD (NO FLOOR ANCHORS) O JAMB 5' MAX. FROM SILL & 27.5" MAX. O.C. ® 0•2" MAX. FROM EACH VERTICAL MEMBER & le O.0 0 SILL 2" FROMIEACH VERTICAL MEMBER & ® MIDSPAN --TO]? S. & UP HEAD MENBFRS.'FOR HEADS LESS THAN 6•.I LOCATE ANCHORS 2" MAX. FROM EACH VERNCAL MEMBER & O MIDPOINT OF SPAN. •••1/4" THICK MAX. SHIM PLATES (2' WIDE X 7- LONG OR TO SUIT JAMB DO") WELDED TD STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATESITO BE 1-1/4' GREATER THAN JAMB DEPTH. HEADER WELDS LOCATED 3' FROM EACH JAMB & 3' FROM EACH SIDE OF VERTICAL MULLIONS & O MIDPOINT OF SPAN OF HFAD ABOVE DOORS. WELDS ARE MIN. 3/16- X 1' LONG. SHIM PLATES ARE PROVIDED BY OTHERS, AFTER WELDING FLUME TO SHIMS, CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. MCecoDoor AMA ABLOY lIWindstorm Resistant Window Frame Elevations DEPTH - 1/4' 0-GAUGE I0.750 1(0.750 \DETAIL "A -A' VOL: 4 SEC: 11 ILL: 3 WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: BNR I ALL LOCATIONS PROJECT REF: TS03CL61 "I" BEAM CONSTRUCTION DETAILS CONTINUOUSLY WELDED ON BOTH ENDS AT SEAMS F0292 314" LEG OF "C" CHANNELS FULLY WELDED TOI FRAME FRAME FACE I CONTINUOUSLY % • SEE NOTE 3 NOTE: 1.-MULLIONS MUST RUN THROUGH HE REINFORCED WITH 10 GAUGE "C" CI V IN LENGTH. 2. 10 GA. "C" CHANNELS MUST BE INS7 ON EACH END. 3. EQUALLY SPACED AT EACH END OF 70" MIN 11 B" MAX n 10 "C"CHANNEL n .. III III 0 75° I PROFILE WIDTH I� I'— -1/4" SILLS, .OR JAMBS AND BE 4ELS (ITEM 10) IF EQUAL TO OR GREATER THAN =D BEFORE WELDING TOGETHER. OFFSET 3/4" IS I i :`ieco Door VOL: 4 AM SEC: 11 Bntertek Windstorm ResistantAL ILL: 3A a�l��/y ',`I" Beam Construction Details R • • I i i I WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: BNR I ALL LOCATIONS PROJECT REF: TS06CL04 F0263 TFLSL TFLSL TFRSL TF * OPTION: ARCHED UNITS LSL RSL 2SL TFLPSL ISS Inte tek �' ahab4 LPSL RPSL P2SL ARCHED FRAMES f VARIES WINDOW FRAME ABOVE FLOOR C.... Door. 4SMABLOY Windstorm Resistant .ternate Frame Elevations TFLPSL TFRPSL SLOPED FRAMES WINDOW FRAME ON FLOOR VOL: 4 SEC: 11 ILL: 4 A WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB I I ALL LOCATIONS I PROJECT REF: TS11CL05 F0282 CONVENTIONAL FRAME CORNER ASSEMBLY SLOTS FOR C(1RNFR TARS BEND CORNER TABS --TOWARD—INSIDE—OF.-------'---.. . . FRAME JAMB HEAD v JAMB TABS SLOTS FOR // JAMB TABS vvv BEND JAMB TABS Install rubber silencers before frame is setup to avoid groin TOWARD OUTSIDE (plugging holes. OF FRAME DRYWALL FRAME CORNER ASSEMBLY 1 ! 9x1/2'N MITER GUIDES p n PHSMS Bend Head 08 x t/2" MIN. 0 Tabs UP JAMB CORNER ASSEMBLY • I � DOOR OPG AT HEAD _ I SPREADER (FRAME Typical wood spreader must be square and made SQUARING THE from lumber at least 1" thick Length of spreader The installer should use wood spreaders, equals door opening width at the head. Cut clear— s carpenters level and a carpenters square. once notches for frame stops as shown. Spreader Set the frame in the desired location. Level must be nearly as wide as frame depth for proper head and plumb jambs. Shim under jambs if installation, necessary. I Is* �ec06.0r VOL: 4 :.ABLOY SEC: 11 Bntertek (Windstorm Resistant G a (!a//y K/D Corner Frame Assembly ILL: 5 • WARNOCK HERSEI (FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB I ALL LOCATIONS PROJECT REF: TS11CL05 0 Strike Reinforcement Assembly Strike Reinforcement "A" Mail: 7 ga Mild Steal L 2.125 16.000 Strike Reinforcement "B" (2) Required Mall: 7 ga Mild Steel r,5.aag �1 1.825 T Strike Reinforcement "C" Mall: 12 ga Mild Steel 2.500 8.000 1.875 Strike Reinforcement "D" Mall: 18 ga Mild Steel 6.812 15.000 Strike Reinforcement Required for Trio and Trio-E Doors Over TO" Wide with Rim Exit Devices F0299 ISS � M UCO D00 VOL: 4 .LOY SEC: 11 i IntCrtO Rim Exit Strike Reinforcement Ad g/ppy For Openings Over 31011 Wide ILL: 5A • WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE ' DRAWN BY: JRB ALL LOCATIONS PROJECT REF: TS13CL05 F0311 R.FACE VE.R-T-I-CAL-RO.D--H REQUIRED FOR t70PSF' TRI t.EINFO.RCEMEN-T--.---- ..----------...- .._..__..._....._I.... O-E PAIRS OF DOORS WITH GLASS FRAME HEAD PLATE REINFORCEMENT 14 GA. (0.067" MIN) FRAME HEAD CHANNEL 14 GA. (0.067" MIN) REINFORCEMENT I. (LENGTH VARIES BY HARDWARE) B A 2" FACE HEAD MIN 4"'FACE HEAD MAX KD OR WELDED I ISSU Mew' Door VOL: a IMARffl AMABLOY. SEC: 11 Intertek Surface Vertical Rod Reinforcement a For l70 PSF Pairs With Glass ILL: 5B WARNOCK DRAWN BY: JRB Pocket provided for 1 /2 or 5/8" thick wall board o 0 II Flush p with II II i p stud 2' F►— Snop—in type METAL STUD ANCHOR Pocket provided for 1/2 or 5/8" thick wall board qWelded Flush with stud METAL STUD "Z" ANCHOR Pocket provided for 1/2 or 5/8" thick wall—b-o{ard I I I Welded G WOOD STUD "Z" STRAP ANCHOR EXISTING OPENING I -UP SERVICE PROCEDURE ALL LOCATIONS z F0283 Welded METAL STUD "Z" ANCHOR Pocket provided for 1/2 or 5/8" thick wallboard o p Flush p with. II II stud —"I 2' Y'— Snap—in type WOOD STUD ANCHOR (Used also for METAL STUD Walls) I� ^� 2' Snap4type EXISTING OPENING ANCHOR PROJECT REF: TS11CL05 ISS ®I�r CCecoDoor VOL: 4 SEC: 11 AMABLOY BnterWk ' Windstorm Resistant ILL: 6 -2/a/m. �tud Wall Frame Anchors WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB I ALL LOCATIONS TPROJECT REF: TS11CL05 Snap —in type WIRE MASONRY ANCHOR MASONRY "T" ANCHOR Bend In field to fit. Available on special order only I z+I+NSnap-intyype IWelded YOKE AND STRAP MASONRY "T" ANCHOR MASONRY ANCHOR (ADJUSTABLE) • p Welded � 2• �-- Snap4type EXISTING OPENING ANCHOR EXISTING OPENING ANCHOR Welded • q STANDARD POURED IN PLACI E WALL FLOOR ANCHOR F0284 ISSUE �:Mcec000d'r VOL: 4 A%AABIAY SEC: 11 In ek Windstorm Resistant MaIsomy Wall Frame Anchors ILL: 6A � 9 WARNOCK HERSE FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB ALL LOCATIONS PROJECT REF: TS13CL06 S44 P381 AND 385 12' LONG PIECE OF P381 APPLIED ON LOCK JAMB DOOR RABBET STARTING AT SILL. REMAINDER OF JAMB IS P385. 346C 315CN 315CN 31 )P381 12' LENGTH OF P381 APPLIED ON S771 THRESHOLD STARTING AT THE LOCK P385 JAMB, REMAINDER OF THRESHOLD WEATHERSTRIP IS P385, —�7g 3.250 .3-y 75j—„Ip8 7s y 375 �B 3 I-----I.•250 PEMKO PEMKO PEMKO PEMKO PEMKO� P242 P261 P266 P381 P385 00 A' 1 i .230 375r pq7 1 1.25 .438 .4� 438 25 PEMKO PEMKO PEMKO PEMKO 312 S771 S44 315CN . 5 PEMKO 346C PEMKO 2008 s WEATHER STRIP FOR WATER INFILTRATI❑N SINGLE DOORS PER TAS DESIGN PRESSURE 50 PSF F0305 IS Mee Cec6 Door VOL: 4 A%AABLOY SEC: 11 101tertek Water Infiltration Preparations a�/aJ�y Single Swing ILL: 6B • WARNOCK IIERSEYI FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB I ALL LOCATIONS PROJECT REF:. TS13CL06 w ' s PAIR WITH RIM EXIT AND P365 HARDWARE MULLION PAIR WITH 12' LENGTH OF P BOTH MULLOW LLION ION METAL I I —SILL MULLION RABETS AIND R3 STARTING81 OF A APPLIEDDIS NT HP385. S771 P261 U1 B �nMKO IJ1� IJ.1 PEMKO • PE PEMKO PEMKO PEMKO P242 P261 P266 P381 P385 � j A7B � �—{j' A]B PEMKO PEMKO PEMKO PEMKO 312 S771 S44 315CN PEMKOI w 2008 I PEMKO 346C PEMKO P255 WEATHER STRIP FOR WATER INFILTRATION PAIRS OF DOORS PER TAS 202 DESIGN PRESSURE 60 PSF F0306 ISSUE e —CecQDoor VOL: 4 �Y SEC: 11 Intertek Water Infiltration Preparations Ad Standard Swing Pair ILL: 6C WARNOCK HERSEY �OLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB ALL LOCATIONS PROJECT REF: TS13CL05 LISTED IEXTERIOR DOOR FRAME, TRANSOM, 242757 \ SIDELIGHT OR WINDOW FRAME INACCO,�DANCE WITH ANSI/SDI-BHMA A250.13 (� F7 us WINDSTORM RESISTANCE ®� IMPACT RATING : 350 FT—LBS DESIGN LOAD RATING PSF , PRODUCT (CONFORMS TO ASTM E330/E1886/E1996 7000747 TAS-201.I TAS-2P2. TAS-203 TEST PROTOCOLS • The label design has the following information: I 1. WH classified logo 2. Ceco Door/ASSAABLOY'Logo 3. WH assigned W/N Number (20824) 4. Complimentary classification (Windstorm Resistant Frame) _ 5. Design Load Rating & Impact Rating 6. ANSUASTM/TAS Test Number References 7. Ceco part number (70007 7) Labels will be metal with holes for fastener attachment. IS POOVOL: CODOO.0 4 ASSAABIAY' SEC: 11 Irftrtek ILL: 7 /� / Windstorm Label Detail (Frames) BCIS Home ( Log In I User Registration Fblida r°� Product Approval IIq — ,USER: Public User 8. Product Aooroval Menu > Product or Aoolicat FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By ",P4.Htt}aE Qitr 6$p�t OBPt}tl4Vl8i0U �G TACt DAPR > Aoolicatlon List > Application Detail FL17648-R1 Revision 2014 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 6 TORMAX'� SA Inc 12859 Wetmore San Antonio, TX 78247 (210) 494-3551 Ext107 DWoodring@TormaxUSA.com David Woodring DWoodring@TormaxUSA.com DAVID S WOODRING 12859 WETMORE SAN ANTONIO, TX 78247 (210)494-3551 Ext107 DWoodring@TormaxUSA.com DAVID S WOODRING 12859 WETMORE SAN ANTONIO, TX 78247 (210) 494-3551 Ext107 DWoodring@TormaxUSA.com Exterior Doors Automatic Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Ted Berman, PE 10 Validation Checklist - Hardcopy Received Standard TAS 201 TAS 202 TAS 203 Product Approval Method I Method 1 Option A Year 1994 1994 1994 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/14/2016 04/15/2016 04/16/2016 FL # _.� Model Number or Name cr_..-,--._.be_.-- ---- Description L74_8.1 1 TX9200 Storm Impact: Fixed Sidelite, Impact Rated Automatic Aluminum Sliding _. Glass Door System; Bipart Package: (O-SX-SX-O) Max Width: 184" x Max Height 104"; Single Slide Package: LH (O-SX) or RH (SX-O) Max Width: 93-3/16" x Max Height: 104" ts of Use j Certification Agency Certificate Approved for use in HVHZ: Yes FL17648 RI C CAC NOA 16-0202.14.Ddf Approved for=use-outside-HVHZ:-Y-es Quality Assurance Contract Expiration Date Impact ResiSta„t: Yes; 06/22/2021 �DeSign Pressure: +57 PSF*/-57 PFS*' Installation Instructions Other: efer to attac*Rhed-NOA 16-0N2.. FL17648 R1 II NOA 16-0202.14.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17648.2 TX9200 Storm Non -Impact Fixed Sidelite, Non -Impact Rated Automatic Aluminum Sliding Glass Door System; Bipart Package: (O-SX-SX-O) Max Width: 184" x Max Height 104"; Single Slide Package: LH (O-SX) or RH (SX-O) Max Width: 93-3/16" x Max Height: 104" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17648 RI C CAC NOA 16-0202.15.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1 06/22/2021 Design Pressure: +64 PSF*/-64 PSF* Installation Instructions Other: *Refer to attached NOA 16-0202.15 FL17648 R1 II NOA 16-0202.15.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17648.3 TX9300 Storm Impact Full Breakout, Impact Rated Automatic Aluminum Sliding Glass Door System; Bipart Package: (SO-SX-SX-SO) Max Width: 184" x Max Height 104"; Single Slide Package: LH (SO-SX) or RH (SX-SO) Max Width: 93-3/16" x Max Height: 104" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17648 R1 C CAC NOA 16-0202.12.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/22/2021 Design Pressure: +55 PSF*/-55 PSF* Installation Instructions Other: *Refer to attached NOA 16-0202.12 FL17648 RI II NOA 16-0202.12.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17648.4 TX9300 Storm Non -Impact Full Breakout, Non -Impact Rated Automatic Aluminum Sliding Glass Door System; Bipart Package: (SO-SX-SX-SO) Max Width: 184" x Max Height 104"; Single Slide Package: LH (SO-SX) or RH (SX-SO) Max Width: 93-3/16" x Max Height: 104" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FU7648 R1 C CAC NOA 16-0202.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1 06/22/2021 Design Pressure: +62 PFS*/-62 PFS* Installation Instructions Other: *Refer to attached NOA 16-0202.13 FL17648 RI II NOA 16-0202.13.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 w _ The State of Florida Is an AA/EEO employer! Cooyriaht 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 emalls provided may be usg for offI al 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 dick bg[L. Product Approval Accepts: R 99 M =; ,- 1 Card � Safe°