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HomeMy WebLinkAboutProduct Approval A` 13cls Home I Log In user Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff I BCIS Site Map Links Search Florida Co pr 'tfl I Product Approval USER: Public User Product Approval Menu!>Product or Application Search>Application List>Application Detail FL# Fl-15037-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Add ress/Phone/Email 118 Industrial Drive Edgerton, CH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical.Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. -?,' Validation Checklist-Hardcopy Received Certificate of Independence FLI5037 R2 COI Certificate Of Inclenendence.ladf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 SSTD12 1999 Equivalence of Product Standards Certified By FILE COP Y Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/30/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL# Model,Number or Name Description 15037.1 a. Opaque Fiberglass Door 6'8"Impact" Opaque"Fiber-Classic", "Smooth-Star"or "Classic-Craft" Single Fiberglass Door with or without "Impact"Sidelite or Sidelites-Outswing/Inswing (X, OX or XO; OXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R2 II Inst 15037.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Inst 15037.1 for Design Pressure Ratings, any FL15037 R2 AE Eval 15037.1.odf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"3" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 15037.2 b. Opaque Fiberglass Door 6'8"Impact"Opaque "Fiber-Classic", "Smooth-Star"or "Classic-Craft"Double Fiberglass Door with or without "Impact"Sidelites-Outswing/Inswing (XX or OXXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R2 II Inst 15037.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Inst 15037.2 for Design Pressure Ratings, any FL15037 R2 AE Eva[ 15037.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"Y' part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 15037.3 c. Opaque Fiberglass Door 8'0"Impact" Opaque"Fiber-Classic", "Smooth-Star"or "Classic-Craft"Single Fiberglass Door with or without "Impact"Sidel[te or Sidelites- Outswing/Inswing (X, OX or XO; OXO)Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R2 II Inst 15037.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Inst 15037.3 for Design Pressure Ratings, any FL15037 R2 AE Eval 15037.3:odf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of 113" part numbers for these doors and sidelites, which have been stained or painted within six months of Installation.) 15037.4 d. Opaque Fiberglass Door 8'0"Impact"Opaque "Fiber-Classic", "Smooth-Star"or "Classic-Craft" Double Fiberglass Door with or without "Impact"Sidelites-Outswing/Inswing (XX or OXXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: No FL15037 R2 II Inst 15037.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See Inst 15037.4 for Design Pressure Ratings, any FL15037 R2 AE Eval 15037.4.odf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. (For Fbei-Classic and SmoothStar doors and sidelites,this product approval requires the use of"]" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) Back Next 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 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 emaiis 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: Credit Card Safe R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Vnlrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate ofAulliorization No.9813 r t _ S .j- = .✓ _a�,y v ;�1 , 7 j +•51 -ii i �' Er ?i I,( 1 - r r 7 7a � � • r'�,�^�r;.iiu�ix...?-,r.�..s..r?-�.u x d •rs c'�.'�i �i-'°..r 1�5,tir;N$�-1,b.� .R,..-r �')�p r ,��-jjj <t.•.�'`3-r�L^ ...I .�J tt CyIG 5 4 % tt .(' t� '.N1 ✓.F r ..I°r'�'•R..S. SJ� ~'fl'[YhYJ�7 r�.r.`,-r•J�X: ?� ^n.a ,-.r. f� eta�t%rv�.s,_ i' .3,.y�-x�.a..�_a�: :�`�a- �7t�� fq 4�x r�'���,w .=c.�qf�?�c. �.��,.rJ:rr�`�o �! `,, 'is , ,. 'r°�n•Nd,,..,..b,.a,d,n",�"t , •tn...ur.•••.,,.a.,.�r ,t +` J _ .z. :� .•.i n c r a 1.v r ..�kv u r � �.7y ��ar1 '+r 1 �N s�ti c* � ...n- �v_ p,�j�p�r^ ��/�` .7:�^rsS�<,�•l, T,•.Ffo1�C.��',y`5`f;r.''.�'�'+;{..i�l_ti'n.x"a�i!z'"u�p.."T_,.r�'r� �sR�.`i�7�'�r?Y ..u�'a�c:.._tc'. tk'�i"tC.s.,n�^'r--iustso 1 "r c�•.'�?`:!x'.�"._ Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Opaque Fiberglass Double Door Exterior Swinging Exterior Door 118 Industrial Drive with and w/out Sidelites Doors Assemblies Edgerton,OH 43517 Inswing/Outswing Phone 419.298.1740 "Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.for Thermal Tru Corporation based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P:E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements. excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.The glazing meets missile level"D".The assembly excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15037.4 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FLA 5037.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by CTLA 98OW SSTD 12-99 Certified Testing Laboratories Ramesh Patel,P.E. TEL 01460274 ASTM E188611996-05 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,-P.E. TEL 01460440A ASTM E1886-05/1996-06&ASTM E330-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 06-0831-1 AAMA/WDMA/101/I.S.2/A440-05 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. ASTM E1886/1996-02 2. Miami Dade NOA Materials Testing 13-0129.27 DuPont Butacite®PVB Interlayer 14-0423.17 Saflex Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15037.4 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.,Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma Tru Corporation is manufacturing products within a quality assurance p1rogr'a complies with ISO/IEC 17020 and Guide 53. eke — No 43409 `a. Lyndon F.Schmidt,P.E. FL PE No.43409 Sheet 1 of 1 0 ° STATE OF ;°�� 1/23/2015 3cGG�lSaar. s�fito RMAHTRU THE 74.5'MAX.FRAME WIDTH s THERMA TRu ®® ® ems © ® a = >• �I 1 1 El INDUSTRIAL DR., EDDERTON, OH 43517' ��omm ��V; OPAQUE FIBERGLASS DOUBLEDOOR !E �g� /�p� des p� © B (� x � +' E z m° o 9P/ and Moot SIDE iTE w �3 e g�� a:a� Q aN 7oia m INSWING/OUTSWING o oil P GENERAL NOTES o N z 1. This product has been evaluated and is in compliance with the Sth Edition(2014)Florida Building z� Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 150.75 MAX.FRAME WIDTH ¢ 2 Product anchors shag be as listed and spaced as shown on details.Anchor embedment to base OJS" 0.7S N y m material shall be beyond wag 37 7S MAX dressing or stucco. FRAME WIDTH 74.5'MAX.FRAME WIDTH !Q 3. When used in areas requiting wind bome debris protection,this product complies with Section I o 0 W 1609.1.2 of the FBC and does not require an impact resistant covering.The glazing meets missile 0 a level"D".The assembly excludes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of W ® ® ® ® a a the FBC. 2 x 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x ru buck masonry construction. 5. Site conditions that deviate from the;details of this drawing require further engineering analysis by LL 3: 0 GON = a a licensed engineer or registered architect. o o O w o O g O TABLE OF CONTENTS � SHEET# DESCRIPTION fn fn [�j I I /�f e 1 Typical elevations,design pressures&general notes JI�I � a 2 Smooth Star oorponel efals aa �j o 3 Fiber Classic door panel details Z 4 Classic Craft door panel detoi s Lm 5 Smooth Star side ite panel details and glazing etai w 6 Fber Class c s elite panel details an glazing details =o 7 Cass c Cra t sidelite anal de oils and glazing de ols 8 Elevations. MAX;OVERALL MAX DESIGN-PRESSURE PS ^z 9 Horizontal cross sections �+ FRAME= LO i 1 Horizontal cross secti DATE- 8 21 12 ons -DIMEN$I,ON DIMENSION.: POSITIVE WEG 4TIyE: 11 Vertical cross sections - sME- 'N.T.S. ° 2 12 Vertical cross sections DWG.BY. JK m' ~ 13 Buck anc onng 74.5"x 98.0" N/A +50.0 -50.0 14 Frame anc onng CW.Err. IFS 3 � 15 Astragal detaus 150.75"x 98.0" 21.00"x 78,75" +$0.0 -$0.0 oRAYMND NO, RFL—i 5037.4 N �. 16 Billo materials and components o SHEET_L of 16 uu EXTERIOR TOP RAIL (COMP.) .........II . ..... ----- sov (LVLJ (WOOD) LATCHSTILE HINGE STILE D) m 5 L IL INTERIOR lz FIBERGLASS SKIN fMIN t_f�HORIZONTAL CROSS SECTION 0.11-THICKNESS) 36.00'MAX. DOOR PANEL WIDTH ® ® m �� EXTERIOR INTERIOR FOAM CORE (POLYURETHANE- o Q A 1.9 PCF MINJ 0 Y:1 03 SEE HARDWARE .......... .... ............... ...............- ......... .......... CHART 0 KWIKSET KNOB. l:GNATURE SERIES U)5 TU S: DEACOOLT' GNA RE ES(780) Fn KNOB: -rseitifs(Fll)) tq SCHLAGE DEADBOLT. 'r SERIES(B60/62) oc BOTTOM RAIL (COMP.) 1.53' U DAM 8/21/12 2 WAZ. N.T.S. 4I@ DOOR PANEL L ' VERTICAL CROSS SEC170M DWG.EY. JK Hb.,C'. . 3 CHK BY. LFS DRAWING NO.t FL-15037.4 SHEET bg- ,3 .1 j& 0 111/ TOP RAIL \\ .•'"........ /i 9t nn (COMP.) `>lr: / •' K y, EXTERIOR114 I / ! `J OfOm fn I o ^ 1 11111 is z _L d i�zo LATCH STILE INTERIOR HINGESTILEg 9 o c Wa (LVL) (LVIJ E tV p 1 HORIZOMAL CROSS SECTION 4 514 36.0("MAX. DOOR PANEL WIDTH 2 a U EXTERIOR INTERIOR ® ® a ~ U� M D F d a FlBERGLASSSKIN a )TARDH�ARF TABLE (MIN 0.090 THICKNESS) MANUFACTURER SEE HARDWARE w �KS� KNOB: SIGNATURE SERIES CHART z DEADEOLT: SIGNATURE SERIES(TED) v m KNOB: 'F'SERIES(FIO) SCHLAGE FOAM CORE w DEADBOLT: v SERIES(860/6Z) z T o (POLYURETHANE- � o v 2 1.9PCFMIN.) P z 9 «ln. @ s BOTTOM RAIL Qo 'a (COMP.) - " o m ..zo z tl — DATE: 8121112 ? scALE: N.T.S. M.BY: JK m Ddasslc cralt� �VERTICAL CROSS SECTION CHK.BY. LFS 3 4 DRAWING NO, N FL-15037.4 0 SHEEP 4 OF 16 1111 \\ ", TOP RAIL I ��, GI (COMP.) •~�\f1�� m EXTERIOR ; `, � ••'•• .• —0.66" �W 'x�z�� EXTERIOR 0.66' �• \ ro r, to nl nul v Nz O - V I+ y Z L E —m STILE(WOOD) INTERIOR STILE(WOOD) u � m a a li INTERIOR E oz° 36.00" £MAX. a m d PANEL WIDTH HORIZONTAL CROSS SECTION 21,00"MAX. 5 D.L.O. a� 5 EXTERIORo 0 CELLULAR IA 1/2"GLASSBITE m "z GLAZING 1"THK.GLASS / TAPE /8" -d 1 TEMPERED GLASS �, C3 AIR SPACEoe o 0 / 5/32"ANNEALED GLASS" EXTERIOR INTERIOR a `S m 0.090"PVB INTERLAYER Gl (SAFLEX OR DuPONT BUTACITE) ,p Z #10 X 1-1/2'PPH SMS 1/V'ANNEALED GLASS .� DOW 995 OR SIKA 552 2A o SWIGGLE GLAZING N o O 5 S 3A SPACER z INTERIOR g m Gl GLAZING DETAIL � 0 FOAM CORE a (POLYURETHANE- I AT 1 37' 0 1.9 PCF MIN.) u FIBERGLASSSKIN =' (MIN 0.065'THICKNESS) 0.06' o BOTTOM RAIL Sm = (COMP.) "z D EXTERIOR FRAME INTERIOR FRAME LI1E FRAME TRIM <C rrg, DATE: 8121112 E'ai {f o lA (ALUM.) (ALUM) 3A (ALUM.) .xv�:` sane N.T.S. g 50 VDEUTE PANEL "»' M.SY. JK m Smooth Star 1.51 r �2 ROSS SECTION 1 VERTICAL C cNK BY. LFS N DRAWING NO.: 5 FL-15037.4 0 sNEEr A or 16 • d uul 14'Lle,I G1 TOP RAIL 1.67- EXTERIOR (COMP.) 0.66" EXTERIOR r! cs qq % H d— Zz d oiz� STILE(WOOD) INTERIOR STILE(WOOD) m a. INTERIOR c z 0 PANEL MAX. HORIZONTAL CROSS SECTION PANEL WIDTH 21.00'MAX D.L.O. EXTERIOR 1A IIT GLASS BITE L V) CELLULAR m (3z GLAZING l"THK.GLASS ui TAPE—i F- 1/8"TEMPERED GLASS W di AIR SPACE 0 5/32'ANNEAUED GLASS EXTERIOR INTERIOR 0.09D"PVB INTERLAYER O 103 (SAFLEX OR DuPONT BUTACITE) Ed #lox I-I/TPPHSMS I IWANNEALED GLASS Z A) DOW 995 OR SIKA 552 SWIGGLE GLAZING 2A 3A SPACER En INTERIOR GT 6" GLAZING DETAIL FIBERGLASS SKIN 2 (MIN 0.065-THICKNESS) 1.47'l 1.32' i FOAM CORE Z)C. (POLYURETHANE- z t; -T 1.9 PCF MIN.) BOTTOM RAIL ^ 1z (COMP.) ...... 1A&EXTERIOR FRAME 2AWMLIO R FRAME (3gyIE FRAM E TRIM M /12 a(ALUM.) (ALUM.) (ALUM.) 21, N.T.S. DO.BY.@4IPELTE PANEL Rber0mic CHK fff. LFS K-2--'�VER71CAL CROSS SECTION DRAWN0 NO.: FL—15037.4 0 nur G1 EXTERIOR TOP RAIL 1.67 &. v'.• f• � s m r, .� I O n z U N O STILE(WOOD) v STILE(wooD) g L S m o U d INTERIOR F `�� m d`. i C C 36.00^MAX. 1 HORIZONTAL CROSS SECTIONa PANEL WIDTH 21.07 MAX. �a D.L.O. EXTERIOR oc 2 1A 1/2"GLASSBITE 5 CELLULAR GLAZINNGG I"THK.GLASS J — TAPE m ��^ 1/B"TEMPEREDGLASS lei AIR SPACE O 5/37'ANNEALED GLASS a V a EXTERIOR INTERIOR a a 0,090"PVB INTERLAYER (SAFLEX OR DuPONT BUTACITE)55 Gl 133 #lox 1-1/7'PPH SMS I ff ANNEALED GLASS O, i3d DOW 995 OR SIKA 552 SWIGGLE GLAZING a 3A SPACER o INTERIOR 4 z 5 Oo GT GLAZING All En ti o FIBERGLASS SKIN (MIN 0.090'THICKNESS) >. m FOAM CORE (POLYURETHANE- s.'. :':'''-! m 1.9 PCF MIN.) S z u° ,r,z� EXTERIOR FRAME INTERIOR FRAME LITE FRAME TRIM BOTTOM RAIL " DAM 8121112 Z p 1A IALUM.) (ALUM.) 3A (ALUM.j (COMP.) .', N.T.S. am BY: JK m' r 52 SIOELITE PANEL CHK.ft LFS 3 CIOSSIC C,., OA/d7NC NO.: N VERMAL CROSS SECTION FL-15037.4 n sHm 7 or s 0 R'\Clknts\Thwm Tru PERMANEN7\Fbdda Product Approvals\FL-15037\Drawings\Cunmt\FL-15037dwg,SA D d XZ � X ® FO N �W ® ® �N •O V •O A •O W �O N �O�+ 0 D O z O A ID O o N IF ....N ® ®. �N •O V =W O W G gob. N� N W N N ��` F•SCN�'�i �*r N0.43409 = $' x PRODUCT: Documalb Pr►.l d By: ®D91iOF r— THERMA TRU Lyndon F. SchmId I P.E. No. 4341. PART OR ASSEMBLY: BUILDING CONSULTANTS, IN I v fi !n 1 1 15 15 glllATE 5TH ED. 2014 FBC LFS P.O. Box 230,Volrlco, FL 33595 NO DATE By ELEVATIONS Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 0 ZO13 R.W.BUILDING DONSULr 8 INC. un INTERIOR 29 D C E 1.5"MAX. 40 41 42 ` N E 24 24 i ... ...• 41 F4 INTERIOR e a o: ao 0 o C U c1•: 7 �_m 1.5'MAX. g z o Z 1.2S' c m m c w EXTERIOR 1 MIN, m o o s mda`� EXTERIOR 02 L EXTERIOR INTERIOR _ a I&I C51NK C B N e. 6 VERTICAAL CROSS SECTION C 1-1/4"MIN. 9 4tsvinpco figuration �y mb EMB.ITYP.j D oc� f 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR �N $ Inswing configuration shown 9 Outswing configuration o� Outsvnng also approved 4-9/16"jamb C7�VERTICAL CROSS SECTION �I o C 0 E 9 09�1s 6naconfiguration o t z 1 b a a INTERIOR 29 24 E O C m �:2e 40 41 42 H 24 z INTERIOR a N z �. •D C •, S INTERIOR a EXTERIOR a � 7 0 z z 4v � 1 C EXTERIOR A ^o c E N EXTERIOR Z �h821 12 z 1-1/4"MIN. scA N.T.S. EMB.(TYP.) 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION M.� JK m' r- cHH,ar; LFS 3 9 lrowing configuration shown W/1X Buck 9 Outsvdng configuration C�_�HORIZONTAL CROSS SECTION 1 ORAWWO N0: Outsw ng also approved 6.9/16"jamb 9 0 g configuration FL—No. c SHEEP 9 Or 16 d un %%% •$%NOTE: :Ali. 1.Sldefite ass'y fastener.6°from eachend and 6 more screws equally s aced between(8 screws total • " i� per jamb). '�i��'............ z M �§2 aim tZa;yD 8A• Ea 9D�m .•t m aa`� 4 40 41 42 �a EXTERIOR EXTERIOR (� SEE NOTE 1 1-114"MIN M SEE NOTE 1 z EM8.(TYP.} 27 29 50 51 52 K 4 40 41 42 24 24 L 50 51 52 W y °. 0 EXTERIOR J UI O C o z a a b L 7 7 12 m INTERIOR 46 a INTERIOR INTERIOR m N 3 u' °.a.. . OAS' L w O Ctt'SvINK 1 1 rn C I"P•} 86 e E Z 111 HORIZONTAL CROSS SECTION2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTIONOutswin coot oration shown 10 Outsving configuration shown 10 Outt asa gpp rajshown 9 Inswing also approved Inswng also approved z o°Inswing also approved wrE 8 21 12 i scum: N.T•S. 9 DWG. 3Y. JK m' CFK.BY. LFS 3 6 2 DM'MNC NO.: d y FL-15037.4 0 �€ SHM 10 or 1¢ 0 uu .�` E E a' ' Nz Rp0 `8 Z —.r:-' a.' cs .z' 6 zn � i z g oW L �z i zd 'm 'maa C �w A C 0 g °Z `v 0 40 41 42 1 7 �za ova 7 z EXTERIOR INTERIOR 0 EXTERIOR INTERIOR � 0= ] VEIMCAL CROSS SECTION r2 VERMAL CROSS SECTION 11 Outswing configuration shown 11 Shown w/1X sub-buck K 0 ¢ Inswing also approved utswmg configuration shown o 0sw ng also approved a U ti INTERIOR EXTERIOR 8 0 EXTERIOR INTERIOR n 40 41 42 w o 40 41 42 7 18 32 M 33 >' o i Er 0 D,. ,o Z OAT- 4 21/12 = 3 VERTICAL CROSS SECTION VEIMCAL CROSS SEC17ONCROSS SEC1 ON MALL- N. . . ° 11 Outswing configuration 11 Inswing configuration DWG.BY. JK m CNK.MI. LFS 3 D RAMNO NO.: FL-15037.4 a c a o SHM 1 T 0r 16 0 I11 Off•• d 9 E . b;i > ° ''���t1t11111\\\\\ ♦j>° m a0 Z 8 30; f � ` 9o`oa A za �dat° C 5D 51 52 � 50 51 52 1 3a SEE NOTE 1 0 SEE NOTE I M 1 �>= ti EXTERIOR INTERIOR EXTERIOR INTERIOR JN L l VERTICAL CROSS SECTION i 12 Outswing confrguSS SE r2�VERTICAL CROSS SECTION 12 Shownw/JXsubbuck Outsw ng configuration o INTERIOR EXTERIOR m EXTERIOR INTERIOR Ia SEE NOTE 1 M 50 51 $2 0 SEE NOTE t g< 50 51 52 a N 22 o 18 `n 23 I 33 �WW p4 • e e _ e '� v —Z u+re: 8 2 J 12SCXE, i 4 VERTICAL CROSS SECTION NOTE., 3 N.T.S. e 12 Outswing configuration 1.Sidefrte ossy Fastener S'from each QVERITCAL CROSS SECTION MG.ar, JK m end and O,C.(TYP.)Gne. 12 Inswing configuration CHK.BY. LFS DRWM NO.: �e N 8 FL-15037.4 c osNmr 12 OF 16 d uu S 0A zd O rz!N. .... ` m i74- d m d I I III I f III -1 Z m U I I Q III I I III � g E m z m o cdi I� III II III § •;W TYP.HEAD I I ASTRAGAL MASONRY TYP.HEAD III I I III 'm MASONRY &JAMBS I I SHOWN FOR IIII &JAMBS OPENING OPENINGREFERENCEI II E ;z V JII a 2X BUCK 2X BUCK--,,., — / 1 III SHOWN FOR III II III REFERENCE III II Rio III II III o } I I III I I III I I III I I pl I I III I I III •• m I I III I I III S � I I III I I Ill a l ` WCKANCNORMO �m SUCKANCHONNG v V €� N C v) CONCRETEANCHORNOTES: N 1.Concrete anchor locations at the comers may be adjusted to maintain the min, o edge distance to mortarjoinis. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to c maintain the min.edge distance to mortarjoints,additional concrete anchors j may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3 Concrete anchor table: n MY CLlARANCE ;A+1JN CVARANCE' ANCHOR ANCNOit MIN w g 7OiV1ASONRY TOAWACENr ^a G !f'PE EM�E�M�N1...:..:...:.:•::.EDGE:............. :.-::::::.dNCNOR.:,::.:: ^z n .., ...... 1/4" 1.1/4„ 2" 4" a TAPCON oAm 8121 12 0 ELCO s-E. N.T.S. 1/4' 1.1/4, 1" 4" 2 ULTRACON owc.BY. JK m' WOOD SCREW INSTALLATION NOTES: cm BY'. LFS 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of orsnwwa Ho: e A wood screws to prevent the splitting of wood. FL-15037.4 a SHEET 13 OF 18 d 7" 71 uw zo SEE o ci q SEE DETAIL I • DETAIL I P1 % MASONRY TYP.HEAD 4-9/16"JAMB 4z d d MASONRY TYP HEAD OPENING &JAMBS a Z OPENING TYP. & D 6-9/wjAmB h U DIRECT TO Fk w TJ"B MASONRY 'o IL 4-9/16'JAMB I FRAME-" FRAME-'o Zq u d 3M U.T JAMB 6-9/16'JAMB D 4-9/16-JAMB N 5z DIRECT TO MASONRY 6-9176"JAMB 0 F F DIRECT 2X BUCK TYP.SILL 2XBUCX I TyP.SILL MASONRY TyP. TYP. ILL SEE n S SILL 0 SEE DETAIL 2 DETAIL 2 m ru 4-Y1 16-JAM WIS Nsii DIRECT TO FRAME ANCHORING FRAMEANCHORING 6-9/16!,jAMB 0 MASONRY o DIRECT TO N MASONRY 1XBUCK H 29 2XBUCK L 28 24 ASTRAGAL c BOLT HOLE c�qrn ci z DETAIL 2 BOLT HOLE 24 InsyAng CONCRETE ANCHOR NOTES: ww 0(3 �C) 1.Concrete anchor locations at the comers may be adjusted to maintain the min. HINGE DETAIL 9 edge distance to mortarMnIs. c!1� Z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0- maintain the m1h edge distance to mortar joints,additional concrete anchors DIRECT TO 5 Y 6 JA&9/ -J 6- A, SILL P.SILL SE SEE D, WB WS ETAIL 2 may be required to ensure the'MAX ON CENTER"dimension are not exceeded. MASONRY N lu lu t\ 27 3.Concrete anchor table: 1 W *MW�EF IXBUCK G TO-....................... ................................ .................... 2XBUCK K LATCH DEADBOLT-P �MBEDWIW APAPA69V99 DETAIL . ........ SEE HINGE z ITW DETAIL -z TAPCON' 114" 11.11r r 4" 3333 ELCO OAIE* 8121112 z ULTRACON" 1/,r 1.114" 4" scALE: N.T.S. F DWG.BY: JK m TA N-1 a1K.BY; LFS WOOD SCREW INSTALLATION NOTES: DETAIL I DRAWING NO, 1.Maintain a minimum 518"edge dWonce,Vend distance,&I"o.c.spacing of I s of wood HINGE JAMB ASTRAGAL FL-15037.4 wood screws to p :5 revent the plitting . E sHEer 14 OF 16 R aWnts\Thelma Tru PERMANENI\Florida Product Approvals\FL•15037\DraMrtgs\Curernt\FL-15037.dwg,1S4 W�108 ire o w - �'3 A y M S OG r V P O Op W 2681" O V A O y dI _ No.43409 s - PRODUCT: Doaurmnh Pnp•r•d •ti, Q94HOP rc THERMA TRU Lyndon F. Schmidt ��i �'•.ROi59w �� `��\ I� to z N l2/•�Y"WIIIII I t 01{'l PART OR ASSEMBLY: BUILDING CONSULTiWTS,I INC.NO DATE UPDATE TO 5TH ED. 2014 fBC IT ASTRAGAL DETAILS �P.O.:Box 230.VolNoo.'FL 33595 Phono No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2012 R.W.BUILDING CCN9ULTANT INC. z( m Ilitl BILL OF MATERIALS .%♦♦♦Q_A. '''���� REM# DESCRIPIM MATERIAL ` \• •♦ •= i S A 1X BUCK SG>=0.42 WOOD I-- 4,563" B 2X BUCK SG>='0.42 WOOD C 1/4"MAX.SHIM SPACE _ %�♦'• 6 m D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL -I 4••" ♦ o m m E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE I" I _ I� '�����/Liilll ♦♦♦♦ n�'� "' 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 o I- 2.36" N•p F I/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL v x zo d G 3/16"x3-1/4"PFHITWCONCRETESCREW STEEL HEAD d SIDE E zmo° 9 c w H I/4"x3-1/4"PFH ITW CONCRETE SCREW STEEL t Jamb Al 96 I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL a U: . J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL R `o zo K #8 X 2-1/2'PFH WOOD SCREW STEELa L #10 X 2-1/2'PFH WOOD SCREW STEEL o M #9 X 2-1/7'PFH WOOD SCREW STEEL 1 HEAD AND SIDE JAMB(PINE)SG>=OA2 WOOD 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM Ad 11 #10X1-1/7'PFHSCREW STEEL M ¢TL' 12 #10 X 2"PFH WOOD SCREW STEEL I Iz 18 THRESHOLD OUTSWING ALUM./WOOD 1^ 4.563" 22 INSWING,SIDELITEADAPTER STEEL o0 23 OUTSWING SIDELTTE SPACER STEEL 18 OUISINING 26 ASTRAGAL STRIKE PLATE Threshold o m STEEL �I 27 LATCH STRIKE PLATE STEEL g 28 DEADBOLT PLATE STEEL a 29 4"X 4"HINGE STEEL 5•w, �,} 32 DOOR BOTTOM SWEEP PVC 1•68 -�{ m 33 INSWING THRESHOLD ALUM./WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR g 41 FIBERGLASS DOOR PANEL-FIBER CLASSIC - ff 42 FIBERGLASS DOOR PANEL-CLASSIC CRAFT ' N 46 ASTRAGAL ALUM. d z 47 ASTRAGAL FLUSH BOLT STEEL m 48 ASTRAGAL FLUSH BOLT RETAINER STEEL INSWING ry 50 FIBERGLASS SIDELffE PANEL-SMOOTH STAR 33 Threshold a 51 FIBERGLASS SIDELRE PANEL-FIBER CLASSIC 52 FIBERGLASS SIDELITE PANEL-CLASSIC CRAFT a 86 1XMULLION(SG>=0.42) WOOD ��-2.793° M W Z 2.11 S' .14 Iycs m O m DATE: 8 21 12 2 O C scAm- N.T.S. DM.trr JK m' �gp 23 SOaUTSWlNG SIDELRE 22 I SDP G SLDEIRE DM.er CHK WVY. LFS 3 O DaAvnwD wo- b FL-15037.4 c 5 •�-j- SHEET J_L OF it PNFCEIVED AFR r 201117 R R W Building Consultants, Inc. Bi Consulting.and Engineering'Services for the Building industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate ofAuthorizetion No.9813 _ J r 1.1 0 i Product Sub Cate o Swinging Manufacturer Product Name category 9 ry Therma Tru Corporation 'Traditions" Exterior 118 Industrial Dr. Steel.Door Doors Ezterfor Door Assemblies Edgerton,OH 43517 inswingliDutswing Phone 419.298.1740 "Impact" Scope: This is a Product Evaluation.report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998).for Therma Tru Corporation based on Rule Chapter No.61 G20-3,Method 1A of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,RE..do not have nor will acquire financial interest in the company manufacturing:or distributing the product or in any other entity involved in the approval.process of the product named herein. Limitations: 1. This.product evaluation drawing has been developed in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity'Hurricane Zone"(HVHZ).See the Certification Agency Certificate for sizes,s pecifications and ratings. 2. Product.anchors:shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in the"HVHZ"the opaque door complies with section 1626 of the:Florida Building Code and does not-require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,the_opaque door complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section.1609.1.2.2 of the FBC, 5. Forr2xstud framing construction,anchoring of these units shall be the same av that shown for2x buck masonry construction:. 6. Site conditions that deviate from the,details. of drawing FL-14991.1 require further engineering analysis by-a,licensed engineer or registered architect 7. Outswing.configurations using coastal sill item#39 meetwater infiltration requirements for"HVHZ:".. 8. Inswing configurations and.outswing configurations using item#.31 do not meet the water infiltration requirements forahe"HVHZ:' shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such thatthe angle between this. edge of canopy or overhang to sill is less than.45 degrees. 9. When used in the"HVHZ,steel must be protected as specified in FBC Section:2222.6. lo: See drawing FL-14991.1 for size and design.pressure limitations. Supporting Documents., 1. Test Report No. Test Standard Testing Laboratory Signed by ETC 01=741-10622.0 TAS 201,.202,203-94 ETC Laboratories Joseph L.'Doldan,P.E. Drawing No. 2 No.FL 14991.1 R 'Burield ng Consultants,Inc.(CA#9813) C'HJW ,.Lyndon.F.Schmidt,.P.E. 3. Calculations Prepared byQH �Sicmed:&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) �' ry a ®,Lyndon F.Schmidt,P.E. 43409 ®. rs m n -0 q9 14 TA TE OF n i A : as 1��s����' ftt En oat a ` � ° 'i Sheet I of 1 r r re a � _�_:_. _ NOTICE OF PRODUCT CERTIFICATION d CERTIFICATION NO: NI005312.01-R1 . DATE: 03/22/2012 CERTIFICATION PROGRAM: Structural ' COMPANY: Therma-Tru $ CODE: T-052-1 k�N k REVISION DATE: 03/02/2016 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing & Out-Swing Edgerton, OH 43517 Opaque Wood Edge Steel Door Configuration:X Frame: W-953mm(37.5") H-2083mm(82") Panel: W-915mm(36") H-2013mm(79.25") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure=+67/-67 psf Large Missile Impact Rated Qualifies Configurations:X Product Tested By: ETC, Inc. Report No: ETC 01-741-10622.0 Expiration Date: March 31,2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 C: ,•w ••'�s M THERMA.ITRU" 2 da THERMA TRU DOORS '.�j•, ,'�..; ����, 1', 16 INDUSTRIAL DR., EDGERTDN; OH 4351 7 37.50 MAX. ''h��tr ntu\\\\\ pm o " rt OVERALL WIDTH N c Z r>RaDrr►onrs � d U /� p E -mo STEEL DOOR N a N"� 5 a a a. INSWING/OUTSWING 9z p rr1mPA`i1 , 8 3a � z z'- c�o GENERAL NOTES z O o- rs 1. This product anchoring drawing has been developed in compliance with the 5th Edition(2014)Florida Building Code(FBC) C9 i o K w including the"High Velocity Hurricane Zone"(HYHZ).See the Certification Agency Certificate for sizes,specifications and W = >n ratings. co w w F V) t 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond Wall LL dressing or stucco. 02 ¢ �. �I o w w w o a 3. When used in the"HVHZ"the opaque door complies with Section 1626 of the fBC and does not require an impact resistant O p a a a covering. m 64 4. When used in areas outside of the"HVHT'requiring wind home debris,protection,the opaque door complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"d'and Includes Wind Zone 4 as defined inASTM E 1996 and Section 1609.1.2.2'of the FBC. $ 5. For 2.stud framing construction,anchoring of these units shall be the some as that shown for2x buck masonry construction. N q _ in 0 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or w g registered architect. x - -- In 7. Outswing configurations using coastal sill item#39 meet water infiltration requirements for"HYHZ'6 o e 8. inswing configurations and outswing configurations using sill Item#31 do not meet the wafer infiltration requirements for the "HVHT'anti shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such ; t; that the angle betv+een the edge of canopy or overhang to sill is less than 45 degrees., _ a 9. When used In the"HYHZ°,steel must be protected as specified in FBC Section 2222:6. ` a � Pr P Ot/ERAIL 7lE5iGhI PRf°SSi3RE(PSF)?: �o •a TABLE OF CONTENTS SYIfING I ItAAM N m' SHEET# DESCRIP17ON tlN hi 101� IrflS1TtY .°wNEfirA7t1/,, ^z Z Typical elevations,design.pressures&general notes 2 Door panel details INSWING 37.50"x82:00" +67.0 -67.� TF=03/t3/72 tl w _ _ scue N.T.S. °, 3 Horizontal cross sections -- 2 4 Vertical cross sections OUTSWINGw ow rofile bump threshold] 37.50"x 80.50" +55.0 -67,0 nwc.sr; JK m 5 Buck and frame anchoring-2X buck masonry construction - OHK.BY-. LFS ; OUTSWING € 6 Frame anchoring-1 X buck masonry construction FL-14991.1 _ruction (w/high'dam bump threshold) 37.50"x 80.50"' +67.0' -67.0 0RAFL VANG N 4 N 7 Bill of Materials&Components 0 SHEET L OF 7 d R:\Cllentffhe hu PERMANENRFlorida Product A royals L-14991\Drawin s Current FL-14991 1-2 Z O ti m O 0 00 �79.25'MAX.DOOR PANEL HEIGHT 0 n c O m O D ow. m A ® ® O o Z08 p N N v Z ® ® ® _0m m o N N� S O 7D Z rn y a A X1 r— 0 0 n A .b O In to N n T0;= a•'-•Y:•Fy r11 1.64' It N IJ r77 220 A a - N N T � O m `t11111111/!/// m A. T z y > PRODUCT: Doo t.P.p�ndnd 9y'� 3 Fi '•�• i •••.,lei;•' `�. r' •• p 7HERMA—TRU Lyndon F. Sohmldt �i� •• N I C) STEEL DOOR P.E. No. 43409 4i//QN� % PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IT rO x O 1 2 06 15 UPDATE i0 5TH ED. Y014 FK LFS �/��P.O. Box 230, Valrleo, F1_33595 .. v ro NO DATE QY DOOR PANEL DETAILS rY phone No.: B13.659.9197 REVISIONS FBPE C-k No. 9813 ®2012 R.W.BUILDING CDNBULTA IND. R�Clien%Thelma Tru PERMANE Florida Product royals FL-14991 DraWn s CUnenQFL-14991 1-3 �A 3 vZ n np M p' p v � sS 0 •A (O N W pa0Z n �^ N V O O 0 0 1Nf1 7 z L! N a O N O V W .N.. O Z X Z �4 m m O 22 O A W v ® ® 13 A� 0 0 A A a N A Ur Q W w W N X Z H ti m m W W �_ .'a O O = A A 00 v_O X� � OD V n O O c�p n' T T A A o m x Z M M ., v wN O O a.v A A a T no 0 5 S O A �N m^ s y650 O V O 7 O N t/l _ n O Z L7 7; o v v m d. v ,. v Cam^J IIIIIIIIII!/ �z i � *; No.43409 Z. :*_ y� PRODUCT: Doo.;.-tb Pnpamd By. ••• o THERMA—TRU Lyndon F. Schmidt �ii� ••'• A •���� L, w STEEL DOOR P.E. No. 43409 ?� ,,,l/lllllllal• $ r —I W PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Iv to z in 1 2 08 15 UPDATE TO 5TH ED. 2014 FBC MY �/��p.0. cox 230 Valrieo, FL 33595 N NO DATE CROSS SECTIONS YY Phone No.: 813.659.9197 REVISIONS F'BPE CA No. 9813 ®2012 R.W.BUILDING CGNaULTANTe]No. 0' n E v ' v Y. `` � o i� ...........•• • ` >r m m D fit U N C 9 r, •Z i 8 Zd 1r' Ea zzm.a v�' N Ng m'daaT A C V € as ^K� C cz "l INTERIOR EXTERIOR '.: 40 40 19 _ ><_ 7 yZa 7 19 0"�. y 8 U 8 39 INTERIOR EXTERIOR 8 7 INTERIOR EXTERIOR Cr >N 1 VERTICAL CROSS SECTION p E �21 VER17CAL CROSS SECTION 4 Inswing configuration 4 Shown w/1X sub-buck � o p b 0 INTERIOR EXTERIOR m INTERIOR EXTERIOR 5 VERTICAL CROSS SEC17ON N 40 32 I 4 OutsvAng confirguration V, see general notes,sheet 1 8 w o for°HVHT'water infltrafion 40 -- 33 requirements _ 7 31 D zaa rr e n ° —Z z Z °U DAm 03/13/72 i FS FS SC E: N.T.S. ° d M.sr: JK ]m 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION cHk BY.. LFS 3 4 Inswing configuralion 4 Outswing confirguration DRAWING NO.: d see general notes,sheet I N for"HVHT'Water infiltration ` see general notes,sheet 1 FL-14997.1 for"HVHT'water infiltration a requirements requirements SHEET 4 or 7 9 o — — \\11I fit im \ss0 O m Z 9ooWa m MASONRY TYP.HEAD ; MASONRY TYP.HEAD OPENING &JAMBS a E $Z OPENING &JAMBS a �w 3'd — NZ O N FRAME d Eoc �c, J ggW> rn C W m 6: 2X BUCK ' 4, 2XBUCK a z F �I 0 a a U� � mm a .pi U W O N BUCK ANCHORING STRIKE,JAMB FRAME ANCHORING HINGE JAMB �i CONCRETE ANCHOR NOTES: Masonry 2X buck construction o I.Concrete anchor locations at the comers may be adjusted to maintain the min. w e edge distance to mortarjoints. o 2.Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to u maintain the min,edge distance to mortar joints,additional concrete anchors 28 z n I may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 W = a 3. Concrete anchor table: K K o o :•MIl.1.;C1;...?t.RAN E;';MIIV,';GI +II4r4.A1G ' 1 N o :'iQT1. HOR;;:::ANCH.Gilt;:;;:;;;:>`.::M(N:.:;;r:>;;>:............................................ .....,...... ............ :::•:::.... 7Q MASONRY TO ADJACFtYT': O c MBt LiMEN :i :i%;;. Z o 11'PR S1z� ....'.....::;:.E ..... ... .....:ANCHOR..:;i is 10 K:::.-: ......... ....... .03113112 = ITW TAPCON® 1/4" 1-1/4" 2" 4" scue: N.T.S. 9 DWG.BY: JKELCO m' UL R CON 1/4" 1-1/4" 1" 4" 27 cNN.BY: LFS ; WOOD SCREW INSTALLATION NOTES: DRAWING No.: D: € 1.Maintain a minimum 518"edge distance,1"end distance,&I"o.c.spacing of HINGE DETAIL LATCH d DEADBOLT DETAIL FL-14991.1 0 wood screws to prevent the splitting of wood. sheer 5 or 7 n d zo m n ll*111\ on°mi UN•; J M v E z o a S gt 9 CW O EON NG TYP.HEAD N ` N a y m ao' o=a N f° 8 JAMBS v LL MAS 0 — E a°z FRAME CL: 28 On Q u G m� o_ O 1XBUCK ' I7 �W x� F �nz 27 < W o of ° � LATCH 3 DEADBOLTDETAIL a a R �m LUV U y v On v u o N q N 8 STRIKE JAMB FRAME ANCHORING HINGE JAMB 9 w O Masonry IX buck construction N S CONCRETE ANCHOR NOTES: FI ' cr 1.Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortorjoints. a 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to o a maintain the min,edge distance to mortar joints,additional.concrete anchors maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. n 2 3. Concrete anchor fable: e F Zc_ ia:::.•i.t*1:a::!.-.�1!.�.�..I.�H��R�i;:;AN$1Ct/I4�ElC 1Jt; :.0.$...N.:.:..R..:.1::'.::::::::.:.:.•;;.:.T...O.......A.,A,.N.;O..C.S,.AH,..;bC..ER...N..,...T..:;;:;:�_ 0N ZQo f1i .........tl/,4r' M .... zm HINGE DETAIL - ... ITIN 2" 4" wTE:03/13/12i ITINSCAE: N.T.S.TAPCON® ' CHTAPCON® 3/16" 3" 1-1/2 H a BY: L S ; WOOD SCREW INSTALLATION NOTES: o a 1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c. FL NO.: d spacing of wood screws to prevent the splitting of wood. —14991.1 0 A SHEET 6 OF ] a -rn W d Oz m REM DESCRIPTION BILL OF MATERIALS MATERIAL ''''�///rr��j ����````` En o n°D z A IX BUCK SG>=0.55 WOOD N o B 2X BUCK SG>=0.55 WOOD ` g ? = o=v C MAX.1/4"SHIM SPACE WOOD 19 20 gD a SIDE N N g 9 o r D 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL �\\(f` Q an d D. E MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE V F 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 E 'Z F 1/4"X 1-3/4"ITW CONCRETE SCREW STEEL a G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 2.20' H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL I I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL Ad J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #10 X 7'PFH WOOD SCREW STEEL I �o 15 L #10 X 2-1/7'PFH WOOD SCREW STEEL 4.625' r �Z 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM c ED 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM �1 BUMP FACETHRESHOLD LOW PROFILE w�.i N o0 9 4"X 4"HINGE.097'THK. STEEL 10 #10 X 3/4"PFH WOOD SCREW(HINGE TO FRAME) STEEL DI o GO 11 #10 X 1"PFH WOOD SCREW STEEL o 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 575' a a I 19 HEADER JAMB SG>=0.42) WOOD I m 20 SIDE JAMB SG>=0.42 WOOD 21 DEADBOLT-KWIKSEf SIGNATURE SERIES(780) STEEL I e� 27 LATCH STRIKE PLATE STEEL L 3 28 DEADBOLT PLATE STEEL o " 31 BUMP FACE THRESHOLD LOW PROFILE ALUM./WOOD r N z 32 DOOR BOTTOM SWEEP PVC SEIPADJUSTINGSADDLETHREHOLD w 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. `J Q 39 HIGH WATER DAM THRESHOLD ALUM. 40 STEEL DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN;25GA.(.018"MIN.Fy=27,830 PSI MIN.) STEEL ` 42 TOP RAIL COMP. 43 LATCH STILE WOOD 4.60 MIN. 44 HINGE STILE WOOD 2'36j " X-zo i 0 45 BOTTOM RAIL COMP. h 46 POLYURETHANE FOAM(BASF,1.9lbs.DENSITY) FOAM S m cc o DATE:03113172 1 el f T SCALE: N.T.S. } DWG.Br: JK m' �1 HIGH WATER DAM THRESHOLD CHK.BY: LFS 3 DRAWING NO.: N b FL-14991.1 0 �' SHEEr 7 OF 7 d