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HomeMy WebLinkAboutProduct Approval _—i 'Florida Building Code Online 3/14117,11:08 PM ' '?ayw p *p' BCIS Home j Log In User Registration i Hot Topics Submit Surcharge ; Stats&Facts ; Publications FBC Staff BCIS Site MapA Links Search �Eali�a 4t ' Product Approval (�+/y� L� ': USER:Public User Fes+tj � Product Approval Menu>Product or Aooiication Search>6p2iicati0n Llst>Application Detail MAR 17 2017 h * r FL# FL15225-R3 PERM ITT!NG Application Type Revision St. Lucie County, FL Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therma Tru Corpor5i?l6r5 � ftr Address/Phone/Email 118 Industrial Drive Edgerton,01-143517 " a � (419) 298-1740 T i �,T ,a '; rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRASQx60G%2b2Jlg6lcQLOvgPvZSLIozTCRpg%3d%3d Page 1 of 4 I Florida Building Code Online 3114/17,11:08 PM Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL# — —V-- Model, Number or Name Description' �— – 15225.1 a. "Classic-Craft"and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and Therma Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3__C_CSA._15225.1 NAMI certs.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 12/31/2021 1 Design Pressure: N/A Installation Instructions Other: See INST 15225.1-68 (6'8 Door Products), INST FL15225_R3 II_INSZ15225.1-68.pdf 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R3 II INST 15225.1-80.pdf Door Products Direct to Masonry)for installation instructions. FL15225_R3 II INST 15225-68M.pdf j (Note-Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 1 Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE Eval15225.1-68.odf FL15225_R3 AE_EVAL 15225.1-80.pdf FL15225 R3 AE EVAL 15225-68M.pdf I Created by Independent Third Party: Yes 15225.2 b. "Construction Series"and 6/8 Opaque Steel Door with and without Sidelites.Inswing and "Benchmark by Therma Tru" Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 R3 C CAC 15225.2 NAMI certs.pdf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other:See INST 15225.2-68 (6'8 Door Products)and INST FL15225 R3 II INST 15225.2-68.pdf 15225-68M (6'8 Door Products Direct to Masonry)for FL15225_R3 II INST 15225-68M.pddf installation instructions. (Note-Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 I ASTM E1300-04) Created by Independent Third Party: Yes I Evaluation Reports FLIS225 tl_3 AE EVAL 15225.2-68.pdf FL15225_R3 AE EVAL 15225-68M.pdf j Created by Independent Third Party: Yes 15225.3 c. "Fiber-Classic"and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and Therma Tru" without Sidelites. Inswing and Outswing j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C,_CAC_15225.3 NAMI certs.1df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions j Other:See INST 15225.3-68(6'8 Door Products), INST FL15225_R3�INjaT 15225.3-68.pdf 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R3 II INST 15225.3-80.pdf Door Products Direct to Masonry)for installation instructions. FL15225 R3 II INST 15225-68M.pdf Note-Glazing Shall comply with ASTM E1300-04. (This Verified By: Lyndon F. Schmidt, P.E. 43409 product approval requires the use of"Y' part number doors Created by Independent Third Party: Yes I and sidelites,which have been stained or painted within 6 Evaluation Reports months of installation- Excludes Opaque Benchmark Door FL15225 R3AF EVAL 15225.3-68,pdf Panels.) FL15225_R3_AE_EVAL 15225.3-80.pdf FLIS225 R3 AE EVAL 15225-68M.pdf Created by Independent Third Party: Yes 15225.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and without "Benchmark by Therma Tru" Sidelites. Inswing and Outswing https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRASQx6OG%2b2Jlg6lcQLOvgPvZSL[ozTCRpg%3d%3d Page 2 of 4 Florida Building Code Online 3/14/17,11:11 PM Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C_CAC 15225.4 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68(6'8 Door Products), INST FL15225 R3 II INST 15225.4-68.pdf 15225.4-80 (8'0 Door Products)and INST 15225-68M (6'8 FL15225 R3 II INST 15225.4-80.pdf Door Products Direct to Masonry)for installation instructions. FL15225 R3 II INST 15225-68M.12-df (Note-Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.4-68.pdf FL15225 R3 AE EVAL 15225.4-80.pdf FL15225 R3_�EVAL 15225-68M.pdf Created by Independent Third Party: Yes 5225.5 e. "Smooth-Star"and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and I by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C_CAC_15225.5 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.5-68 (68 Door Products), INST FL15225 R3 II INST 15225.5-68.pddf 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R3 II INST 15225.5-80.pdf Door Products Direct to Masonry)for installation instructions. FL15225 R3 II INST 15225-68M.pdf Note-Glazing Shall comply with ASTM E1300-04. (This Verified By: Lyndon F. Schmidt, P.E.43409 product approval requires the use of"J" part number doors Created by Independent Third Party: Yes and sidelites, which have been stained or painted within 6 Evaluation Reports months of installation-Excludes Opaque Benchmark Door FL15225 R3 AE EVAL 15225.5-68.pdf Panels.) FLIS225 R3 AE EVAL 15225.5-80.p FL15225_R3 AE EVAL 15225-68M.pdf Created by Independent Third Party: Yes 15225.6 _ f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series"and "Benchmark by Therma- With and without Sidelites. Inswing and Outswing j Tru"with Transoms 1 Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ: No FL15225 R3 C CAC 15225.6 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions { Other:See INST 15225.6-68 (6'8 Door Products) and FL15225 R3 II INST 15225.6-68.pdf 15225.6-80 (8'0 Door Products)for installation instructions. FL15225_R3 II INST 15225.6-80.pdf I (Note-Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.6-68,pd FL15225_R3_AE_EVAL 15225.6-80.pdf i Created by Independent Third Party: Yes .7k Pyext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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. Product Approval Accepts: 99 a, Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ1QRASQx6OG%2b2Jlg6lcQLOvgPvZSLiozTCRpg%3d%3d Page 3 of 4 I V 6B.sa'MAx. =S�� •g ��— M 1HERMAITRU 105.50"MAX.OVERALL FRAME WIDTH OVERALL WIDTH z O c m THERMA TRU DOORS s s s s s s ........... / . �• .l o m W 1 IS INDUSTRIAL DR.,EDDERTDN.DH 43517 / . ,.. H O1 Z.U N Q Z "Smooth-Star"and "Benchmark by Therma-Tru" I�'I � _g a i m z I I I I I I I I I 1 1 I I I I I I Epl O d LCDW 5sO d s WBILm 6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS 5 ifW/&WIOUT SIDELITES a LL 5 ��' II II 5 E DZ INSWING/OUTSWING ' " '' '' " 3a m �I �� �I I� �I I INSULATED FIBERGLASS DOOR WITH WOOD FRAMES I it "I� I'LL �, y Ir it IC 7I I��]I IC�]I IC 7I It-!I II-_'iI L=___' w J+I 61a�o General Notes 1 2 3 4 5 6 1 2 3 4 5 6 0 0:� 6 6 6 6 6 6 6 6 6 6 6 6 �o zw 1. This product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W/SIDELITES OXXO SINGLE W/ SIDELITES 0X0 r a (2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone".See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE Certification Agency Certificate for sizes,specifications and ratings. +55.0 -55.0 +40.0 -40.0 m 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment o a to base material shall be beyond wall dressing,stucco,foam,brick and otherwall 7450'MAX. 53.00"MAX. o a a coverings. 375a OVERALL WIDTH OVERALL WIDTH a a OVERALL 9 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. WIDTH 1 2 3 1 2 3 �m All other fastener types to be installed following fastener manufacturer's installation e 5 5 s 5 instructions. m 4. Fastener embedment ,de thsedge distances and center-center distances shall be as P 9 specified by the fastener manufacturer but in no instance shall they be less than shown in 4 '� : 4 O.H. q a a F 7 i i 1� I� N Z '� to i I I I 5 I I 5 , O c` Cn this drawing. p Ei I I 5 4 1 I I I W O y w 5 6�3 S 5 O.H. 5 5 i' ' '' '' '' N 5. Where shims are used,they must be a"rigid/stiff'material that compries with the 5 0' S 5 r j rj t e requirements of the FBC. � 5 • I I I I ',4-� i'F� --7� iF� 5 8. 6. Positive and negative design pressure requirements for use with this drawing shall be iC 7l ��I � determired by others for specific jobs in accordance with the governing code. N p LLJ $ 7. Site conditions not covered by this drawing are subject to further engineering analysis. 4 5 6 a 4 5 6 o TABLE OF CONTENTS 6 6 6 6 6 66 6 66 6 6 = wE SHEETS DESCRIPTION SINGLE X Z U 1 Typical elevations, XX SINGLE W/SIDELITE OX ons,design pressures&general notes MAX DESIGN PRESSURE tulle 2 21 12 0 sem: N.T.S. 9 MAX DESIGN PRESSURE MAX DESIGN PRESSURE 2 Buckanchoring +67.0 -67.0 +55.0 -55.0 +40.0 -40.0 2 3 Frame anchoring DWG.ar: JK In 4 Frame anchoring&bill of materials a.'ar: LFS 3 LOCK HARDWARE MFG 6 SERIES 5 Horizontal&vertical cross sections DRAWING NO.: 6 Vertical cross sections KWIKSETSIGNA7URF SERIES LATCH FL-15225.5-68 5 KWIKSETSIGNATURE SVUE5360 DEADBOL7 ro SHEET 1 OF 6 d 4 4- MULLION I I MULLION I I �''�i ��.`� o m z' MASONRY 4 MASONRY 4 II SHOWN FOR MASONRY 4 11 SHOWN FOR II '��loll I1� U N C OPENING TYP. HEAD OPENING NP I I REFERENCE OPENING T,P I I REFERENCE I I Z O a n XZd & JAMBS HEAD 11 HEAD I I I I 'g E -m°c w & JAMBS & JAMBS I I r m0 II "� maaT 2X SUCK—/ ,I 2X BUCK—/ 2x SUCK—/ LO o I I v 11 3>'a.SHOWNNFOR I I rn ci REFERENCE I I 47 0 II II II II II II o z II II II z� of m • SINGLE DOOR ~•SINGLE W/SIDELITE SINGLE W/SIDELITES w Y BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING F � m U O O O a a -�I _ 4" 14 4" 4" 4" —{ 4" m v 4 II 4 II MULLION II MUWON II w o o MASONRY I II SHOWN FOR OPENING TYP• HEAD I� TYP. II REFERENCE II SHOWN FOR II In IRIn & JAMBS II ASTRAGAL HEAD II REFERENCE II o ry NOTES: II SHOWN FOR & JAMBS 11 I I 1.2X buck min.S.G.2 0.55. REFERENCE e 2X BUCK II 2X II II ¢ _ BUCK a _J CONCRETE ANCHOR NOTES: II ¢d 1 I II I I ¢a 1.Concrete anchor locations at the comers may be adjusted to maintain the min. II I 1 IAASTRAGAL aedge distance to mortarjoints. II - II` 2.Concrete anchor locations noted as MAX.ON CENTHYmusf be adjusted to II rn 11 I SHOWN FOR I 1 rn U o oa o maintain the mfn.edge distance to mortarjoints,additional concrete anchors II o I I 11 REFERENCE c may be required to ensure the MAX.ON CENTER'dimension are not exceeded. 3.Concrete anchor table: II I I II I I DAA: 2121112 fh1:IN:#C1EAIti4NCA1tN::C - 1EAIG1{fOE. tNCffFiK; dNG1/L1R:::a'r::::::;;:MILN::;;:;::::; s;:........:.........:.......:;;; :::. �E o '� A1BOd T!?MASaNRY ToaoracEHr;:;: II II N.T.S. ..:.t�P;E....... s►zr~.. . 2 ........ ;;E4[s@::::::::::::::: :sANCHOIt?:`i:;;` owc.BY: JK m 1Tw~ PC o 1/4" 1.1/4" 2' 4" DOUBLE DOOR cxx er LFS ; € TAPCON DOUBLE W/SIDELITES ELCO BUCK ANCHORING MASONRY BUCK ANCHORING oux�Nc so.: ro ULTRACON 1/4" 1-1/4" 1' 4' OPENING FL-75225.5-68 n sHecr_,Z_OF__L \\ rn= C. IN "C- 3" PAIRS 30 3- TY %\V• Z �� ' n ? r I TYP. 7 % • 9 73" H--•1 1--3" 3 TYP. 1 3- " 73" 6"r —'i 6" �••• \ zo _ I I I I I I Al 1 1 I I7-111 I� I I r►111111 Qj N•: T W N IID, N v a 0 MULLION 1 o S `r '�n III MULLION �n�* q W/2X BUCK ! Q t 9 m °c w III a w ¢ w INSTALLATION r' ug o OIL III SHOWN FOR III Z_ o dIft III ° — w C — SHOWN FOR — ° — w 1X BUCK— N .7 'm a a REFERENCE j^ — w� REFERENCE >^ 9 INSTALLATION LU a e X a iv M a Z a A W/2X BUCK INSTALLATION d TYP. HEAD & .2 a`oZ A W/2X BUCK INSTALLATION v f M JAMBS o = = 0 9 1X BUCK INSTALLATION o 9 W 1X BUCK INSTALLATION V ^Ci / ^Ci / O O TYP. HEAD & JAMBS p TYP. HEAD & JAMBS — — SEE Ln 16 ui = = o v 16 vi 16 SEE o I o `Yo 16 DETAIL "4" o I SEE w OC 16 nn nn — 16 n`\+ DETAIL wIn — III — SEE — — DETAIL "1". d+ y } 12 iio 5 nll -6" 12 iio 5 DETAIL "2 5 0 12 wa N w o CL w of � VIEW "C"—"C" SINGLE DOOR W/SIDELITES VIEW "E"—"E" ^VIEW "D"—'D" SINGLE DOOR W SIDELITE VIEW "B"—'B" SINGLE DOOR VIEW A A"ti m SHOWN W/OPTIONAL CORRUGATE) FASTENERS.ROI/30(TYP.ALL SIDOITE TO DOOR JAMB CONNECTIONS) W/2X BUCK SIDELITE NOTES: O INSTALLATION 2 ❑ N 1. The side6te is direct set into the jamb with If 12)#8 x 2"pfh.wood screws.There are(4)at each N verticaljamb,from the top down at 13.5;31",48.6'&66".There are(2)at the header at 4"from B W/1 X BUCK 11 w o the outside comers of the frame.There are(2)of the sill,4"from the outside comers. INSTALLATION 0 2.For optional side6te construction with staples,side6te is direct set info the jamb with(4) w '116" ❑ ❑ 0 1314 16 ga.staples along each jamb(6"from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: DETAIL "6" DETAIL " " $ 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 2 i edge distance to mortar joints. d 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to w maintain the min.edge distance to mortarjoints,additional concrete anchors W/2X BUCK 2 a a INSTALLATION B o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a = 3.Concrete anchor table: W/1 X BUCK _o D 12 Z U C INSTALLATION 1 C o :::•>srs;:;tas:•::;•::::a;;:.;:,,.;:;.src•:sz:;;;;::;•>::;:.:::::+i?;ii'r.=i i)NIN':Cf4.RANG ?:H1IN`C .. .. ..... : 1 is..Ul�.NO.....:A'NG!<1O.....:....ii.... aa>:»:t:>:::.......,......................::s::s:::::.:.:_y,.,...�ARA.NC -TE.- 2121112 ? TOINASONRY:::::: T©1.1USAFGEHT o tYPF S!I€ t)nlllMr`IVx sc�LE N.T.S. ............. . ........................:•......................... G ::;::`:rii> GIIOR::,::::.,' m' ::............................................... DWG.9Y: JK 2ITw TAPCON® 1/4" 1_1/4" 2" 4" 1 1 CHIC'eY: LFS ; DETAIL 1" DRAWING NO.: N b TAPCONITW ® 3/16" 1-1/4" 3" 1-1/7 DETAIL "4" FL-15225.5-68 0 SHEET 3 OF 6 0 1 V %% "E" `%% *io "C' 7' PAIRS 30 > of A" �. •' 1 [r� 3. 3' TYP. 3" L 143_I I • : 3 " =�Yr J-3 � 6 � R:-4- 3 ''�3 r _ _I I I I I I _ 'moi �•'••. :���� SSHEETEE T3 3 II SEE DETAIL 3" \r---NW/2X INSTALLATION J �o SEE DETAIL li W/2X BUCK p '//////��*1 �����``` o o co zo — II W/1X BUCK ov _ = z "3" IIINSTALLATION a jNSTALLATION w y — Z — W/1X BUCK y o w lo ^ ; ! z Mo u TYP. HEAD N In 2 ASTRAGAL—/ INSTALLATION v�j 11.2 N g u g 9 0 c a ASTRAGAL II MULLION I N _ SHOWN FOR II SHOWN FOR & JAMBS iv SHOWN FOR �P• HEAD & —o >. of 14 a 1^ M d a REFERENCE II REFERENCE REFEREN E JAMBS — c c z ONLY II II E v° _ SEE _ a 16 II DETAIL "4" ¢ o II SEE 41 DETAIL 16 II 16 0o _ = o I 16 _ II 16 o s II _ 1s a o� _ II _ "1" ci vU 12 II 5 c, + 5 II 5 M o: z "� II 12 II Qp aw ,IL } $ wwJ CTI J "C" 'E" a A" o < VIEW "C"—"C" DOUBLE DOOR W/SIDELITES VIEW "E"—"E" DOUBLE DOOR VIEW A A" o ' sWN W/OPTIONAL CORRUGITED a wa FASTENERS.NEM/30(TTP.ALL SIDEIl1E TO DOOR Jure CONNECTIONS) I!1> ]m W/2X BUCK 2 m INSTALLATION � v W/1X BUCK o m INSTALLATION 12 1 C W/2X BUCK z G Item DESCRIPTION Material INSTALLATION3 w o Ln A #70 x 2-112" PFH WOOD SCREW STEEL 1 0 B 10 X 1-3 4 PFH WOOD SCREW STEEL W/1X BUCK 11 0 C 10 X 1 PFH WOOD SCREW STEEL DETAIL "1" INSTALLATION w 1 10 x 3 4 LG. PFH WOOD SCREW Hin a to Frome STEEL e 2 10 x 2" LG. PFH WOOD SCREW STEEL 0 i 3 8 x 2-112" LG. PFH WOOD SCREW STEEL DETAIL "3" In c 4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT —w z 5 1 4" x 1-314- ITW PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FRAME0 o 9 114" x 3-314" ITW PFH CONCRETE SCREW STEEL AS SHOWN. N m 11 3 16 x 3-1 4" ITW PFH CONCRETE SCREW STEEL I C Z o 12 1 4" x 3-1 4' ITW PFH CONCRETE SCREW STEEL MASONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI DATE: 2/21/12 : 13 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE swE: N.T.S. 2 16 1 4" X 2-114" PFH ITW CONCRETE SCREW STEEL 1 Bwc_Br- JK M 20 HEADER JAMB SUGAR PINE, SG >= 0.34 WOOD cHK BY: LFS 3 21 3 4"" THK. PRESSURE TREATED SIDELITE PAD WOOD DETAIL "4" owmNc Na: N 30 112- X 1" X 25 GA. CORRUGATED FASTENER STEEL FL-15225.5-68 0 SHEET_�L OF 6 FWlerus\Thema Tru PERMANENT\Radda Product Appmvals\FL-15225\Drawings\Current\FL-152255Awg,5 ' X W W 0 3!O C ss 0 m m .25'MAX. A SHIM SPACE 1.25'MIN. EMB,TYP. 1r A 5 o A °C n 0=cra X ij N 70 m Z r C A D 22 N N O m .Z0 1 A 5b-S A a ao 003 �mm rn 0.15'MIN. C-SINK 0.25'MAX. SHIM SPACE 1.15'M EMB. t' N tr � _`• Z 1 .f 7m0 ;v tDa� CD ON f"s m PT- X a W io M C) 0 1.25' A m ys2 n� Z N w D �cr o nc: .25 MAX. SHIM SPAC22E 22 1.15'MIN. EMB. 1.25'M EMB.TYP. PRODUCT: Doeummt.Pnpar.E OF THERMA—TRU Lyndon F. Schmidt ��, f°jpfppP ♦♦� z P.E. No. 43409 IN N FIBERGLASS DOOR ,/ �/�"."" ♦♦ VERTICAL PART OR ASSEMBLY: GD��/BUILDING CONSULTANTS.'ll {{ Imo' t' 7C til 1 2 OS 15 UPDATE TO 57H ED. 2014 FBC FS HORIZONTAL YY P.O. Box 230, Valrieo, FL 33595 NO DATE - LBY F do CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 C.012 R.W.BUILDIND ODNlULTAN"INC. n .� F=nom ........... .. 2 O m O INTERIOR EXTERIOR 8 t4•: INTERIOR EXTERIOR EXTERIOR INTERIOR z ,8 r 9 Y � E„ =�cw o-rj N[ Hg Soca za za 20 a "� mdo � 14 Z�. bra v € oZ Cc\ 13 21 12 � d 13 16 cQ o 11 VERTICAL CROSS SEMN2 VERTICAL CROSS SECTION 6 ry ng configurafion 1 ��VERTICAL CROSS SECTION 6 Outsvingconfigurafion I 6 wir �o ELUU O O a a DO UM � w V V q N 3 INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR `n o w o za 16 z zd o CL 13 .. �o Z N = ^Z a r4,VERTICAL CROSS SECTION VERTICAL CROSS SECTION r�VERTICAL CROSS SECTION ° 6 Irvhgconfigurafion 6 Outsvin conf uration �� 2/27/12 3 9 NJ 6 Outswngconfiguraton sruF N.T.S. S 2 DWG.BY. JK m cNK BY. —CFS 3 DRAWING No.: n FL-15225.5-68 0 o SNEar 6 or 6