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Home My WebLink AboutProduct Approval `- Florida Building Code Online rage i oz, ^a= .y..,..��..:::Sk-w.ai..��_.v...t..e+� •....aX";.�N :`�:-.w_�-.:5 k�..vt.•+.'r��=iv u�>0.�'�sa1.� ,i,I!0;i;!`_�t,l%r"};;j!'�f BGS Home Log In User Registration Hot Topt6 ' Submit Surcharge stars B Facts Pubrattorts FBC Staf 8CT5 Site Map links Search Busines., Professional ProductApprov �� q- USER:Public User User Rraidation 1'U'Ipllyr#'!*f - �SiucA Anoroval rdrnu>product or Application Sema arch>Application Us >Application Detail '�,,,_�....---- ..�...— -� FL# FL17,676-R1 '�i Application Type (Revisions Code Version 12414 Application Status lApp. roved' -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors ' Address/Phone/Email 6S0 West`arket'Street/ Gratz,PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M.Urich,PE `/ Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) mridard year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 07/14/2015 Date Validated 07/14/2015 Date Pending FBC Approval Date Approved 07/23/2015 hitrr//flnririahriiidina.ors;/tar/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFRbfGlo... 8/28/2015 Florida Building Code Online Page 2 of 4 FL# Model,Number or Name Description 17676.1 3540 SH 36x74 Fn Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FI-17676 RI C CAC APC 3540 Fin 36X74_Q,1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/12/2017 Design Pressure:+35/-50 Installation Instructions Other:LC-PG35.Units must be glazed in accordance with ASTM E1300- FL17676 P1 iI ln,tall-3540 SH 36 x.74 Fin.pdf 04_ Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ! 17676.2 13540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R1 C CAC APC 3540 Fin 36x84 pdr Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/2712020 iDesign Pressure:+40/-50 installation Instructions Other:LC-PG40.Units must be glazed in accordance with ASTM E1300- FL17676 Rl II'install-3540 SH Fin 36x84.odf ! 04, Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 13540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate 's Approved for use in HVHZ:No FL17676 R1 C CAC APC 3540 Fin 40X66_0d, Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/26/2016 Design Pressure:+35/-45 Installation Instructions Other:R-PG35.Units must be glazed in accordance with ASTM E1300- FL1767Fi R1 11 inst.3i1-3540 SH Fin 40x66.odf 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 13540 SH 44x63 Fin Frame I Limits of Use Certification Agency Certificate f Approved for use in HVHZ:No FL17676 R1 C CAC APC 3540 Fin 44x6'00' Approved for use outside HVHZ:Yes Quality Assurance Conrad Expiration Date Impact Resistant:No 05/26/2020 Design Pressure:+40/-47 Installation Instructions Other.R-PG40.Units must be glazed in accordance with ASTM E1300- FL17676 P.1 11 Install-3540 SH Fin 4dx63.p0f 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 'I Created by Independent Third Party: i 17676.5 13540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 Ri C CAC APC 3540 Fin 44r.72.edf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant-No 08/01/2017 Design Pressure:+35/-47 Installation Instructions Other:R-PG35.Units must be glazed in accordance with ASTM E1300- FL17676 R1 11 install-3540 SH Fin 44x72.ndf 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 13540 SH 44x84 Fn Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R1 C CFC APC 3540 Fin 44x84.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,No 04/12/2017 Design Pressure:+30/-30 Installation Instructions Other:LC-PG30.Units must be glazed in accordance with ASTM E130O- FL17676 RI It install 3540 tiH Fin 44x84.pdf l 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.7 13540 SH 52x84 Fn Frame Limits of Use Certification Agency Certificate l Approved for use In HVHZ:No FL17676 RS C CA' APC 3540 nn 52x8 rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/26/2020 Design Pressure:+25/-25 Installation Instructions Other:R-PG25.Units must be glazed In accordance with ASTM E1300- FL17676 R1 11 install-3540 SH Fin 52x84.12df 04. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: j 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL17676 Rl C CAC APC 3540 FLS 36x74_cdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/28/2017 Design Pressure:+35/-50 Installation Instructions Other:LC-PG35 FL17676 P 1 t1 08-0+252A 511854A pdf Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 P.1 AE 511854A I540 FIs 36x74.odf Created by Independent ThIrd Party:Yes 17676.9 36x84 Finless Frame Limits of,Use 'i Certification Agency Certificate Approved I., HVHZ.No FL17675 R1 C CAC APC 3540 FLS 36xE4.odf App,Mrov Approved outside HVHZ:Yes Quality Assurance Contract Expiration Date 4impactlRes Stant•Nom { 07/27/2020 Deslgn�P?„ressi re:'+-40/-50 1 Installation Instructions Other.LC-PG40- _ FI-176 6 121 11 05-01372 511989.odl Verified By:Luis R.Lomas,PE PE-62514 httu://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1 o... 8/28/2015 Florida Building Code Online Page 3 of 4 Created by Independent Third Party:Yes Evaluation Reports FL'7fi76 Ri AE 511989 3540 FLS 36x64-;)df Created by Independent Third Party:Yes 17676.10 13540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R1 C CAC APC 3540 FLS 44x72.odi Approved for use outside HVHZ.•Yes Quality Assurance Contract Expiration Date Impact Resistant,No 08/28/2017 Design Pressure:+35/-47 Installation Instructions Other:LC-PG35 FL 7 76 R.1 II 05-01747A 5i1849A.pdf i Verified By:Luis R.Lamas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R1 AE 51i849A 3540 Fis 44r.72.odf Created by Independent Third Party:Yes 17676.11 13540 SH 48x96 Finless Frame Limits of Use certification Agency Certificate Approved for use in HVHZ:No FL 1767 RI C CAC APC 3540 F.5 48x96.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ! Impact Resistant:No 08/28/2017 Design Pressure:+30/-30 installation Instructions Other:LC-PG30 FL17676 R1 11 08-01371.511988A.pd•` � Verified By:Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 P1 AE 511988A 3540 FLS 48x96ydf Created by Independent Third Party:Yes 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 Rl C CAC APC 3540 FLS 52x62.P J Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/27/2017 Design Pressure:+35/-35 Installation Instructions Other-.R-PG3S FL17676 RI 11 08-02269 513015.p0f Verified By:Luis R-Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 RI AE 50,015 3540 FIS 52x62-Ndf Created by Independent Third Party:Yes 17676.13 10540 SH 5202 Finless Frame- i Limits of Use Certification Agency Certificate Approved for use in HVHZ:No Fl 17676 R1 C CAC APC 3540 FLS 57x7 pr'f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/12/2017 Design Pressure:+30/-30 Installation Instructions Other:R-PG30 FL17676 R1 11 08-02270 513016.pd! Verified By:Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 Rl AE 513016 3540 FIS 52x72.od( Created by Independent Third Party:Yes ' i 17676.14 13540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R1 C CAC APC 3540 FLS 52x84.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/26/2020 Design Pressure:+25/-25 Installation Instructions Other:R-PG25 FL17676 R1 11 08-01514 517141. f Verified By:Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 111 AE 512141 3540 FIs 52x84.odf Created by Independent Third Party:Yes 17676.15 13540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL17676 R1 C CAC APCf 12775)A2726-W-109-47- Approved for use outside HVHZ:Yes R2 C7326.01 3540.AWS.IG.FIN.4�2,R35.(0720161Rey,i)O Impact Resistant:No Quality Assurance Contract Expiration Dabe Design Pressure:+35/-35 07/20/2016 Other:R-PG35.Units must be glazed in accordance with ASTM E1300- installation Instructions 04. FL17676 R1 11 lnstall Instructs-3540 5H FIN 4Bx72(As T sled). d Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 13540 Triple SH 1OBx74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI-17676 R1 C CAC APC 3540 CHS Fm 10804.011 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/12/201.7 ; Design Pressure:+35/-50 Installation Instructions Other:LC-PG35.Units must be glazed in accordance with ASTM E1300- FLI7676 R1 11 install-3540 SH CHS Fn 108x74.ndf 04• Verified By:American Architectural Manufacturers Association Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850.487-1874 The State of Florida is an AA/EEO employer.Cooydght 2007-2013 State of Florida.::Prrn.cy Statement::Accessibility Statement::Refund Statement http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGlo... 8/28/2015 REVSICNS 36" MAX, p� CESCR:P ION DATE APPROVED FRAME WIDTH~I i 4" MAX. �— NOTES: ANCHORS TO BE 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH EQUALLY SPACED, SEE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ANCHOR CHART 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO SHEET 1 FOR UNIT PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY SIZE AND ANCHOR OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. QUANTITY 84" MAX. FRAME 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED HEIGHT DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH RF-104S-020 STEEL REINFORCEMENT. v 7) UNITS MUST BE GLAZED PER ASTM E1300-04. x —� 8) APPROVED IMPACT PROTECTIVE SYSTEM IS EOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4" MAX. 1 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 116" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM �73; "-` '` �, STACK TO BE 1/4". SERIES 3540_EINLESS,^'PVC SINGLE HUNG WINDOW 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/'6" TAPCONS WITH SUFFICIENT ®`— EXTERIOR-VIEW LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 DESIGN PRESSURE RATING I Ih}PACTRATING 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11)FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH +40.0%50. PPSF 7 NONE SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Number of anchors 12)ALL FASTENERS TO BE CORROSION RESISTANT, required at each Jamb 13)INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR Height Panelwldth(In) MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE i64 21.0 70.0 36.0 USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 1(24;011' 2 1 2 1 2 SPECIFIED BELOW: P30(0, 2 1 2 1 2 A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 7,36.`01 3 1 3 1 3 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, 1'_4201 3 1 3 1 3 C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE i (OR G49(06 1 3 1 3 1 3 GREATER). (;54:04 3 1 3 1 4 �ooxlM45 t6e.o1 SIGNED;1012112011 $72101 RKET STREET MI WINDOWS AND DOORS '\\)\r,G7,8.01681:01 65 1 GRANTZ,50 TPAA117030-0370 �`vJ\s�CENS?'�gtP��i 'v F' G SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW fir%X10!XOF TABLE OF CONTENTS STEEL REINFORCED - NON-IMPACT 36" X 84 '7//'v�( ELEVATION, ANCHORING LAYOUT AND NOTES ST ;t � SHEET NO. DESCRIPTION '�'�•''rCORIOP• DRAWN: DVfG NO. REV � �s• G \ i ELEVATIONS, ANCHORING LAYOUTS AND NOTES Stu. DATE 08-01372 72 ,, NAjll�a�\\` 2 - 3 INSTALLATION DETAILS NTS 10/17/11 1 OF 3 I REVISIONS REV DESCRIPTION DATE APPROVED 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FLANGE TO BE C== ��- SET IN BED OF 1/4" MAX. 1 3/16" MIN. 1/4" MAX. APPROVED SEALANT SHIM EMBEDMENT SHIM HEAD TO BE SET IN A BED OF APPROVED #B WOOD SCREW CONSTRUCTION SELANT INTERIOR 2X BUCK/WOOD FRAMING EXTERIOR � a INTERIOR B B�IHERSPROPERIL SECURED TO EXTERIOR FLANGE TO BE SET IN BED OF SILL TO BE SET IN APPROVED SEALANT HORIZONTAL CROSS SECTION 0 BED OF APPROVED 2X BUCK/WOOD FRAMING INSTALLATION _ CONSTRUCTION ADHESIVE FLANGE TO BE ❑ 1/4" MAX. SET IN BED OF SHIM APPROVED SEALANT NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. BY OTHERS.WOODBUCKITO VERTICAL CROSS SECTION MARKET STREET DOORS `\��J�g1RIIL0 ��i,/� BE PROPERLY SECURED 2XBUCKWOODFRAMING INSTALLATION GRANTZ, PA 17030-0370 ` No,.':,p SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW *• 0 61 STEEL REINFORCED - NON-IMPACT 36" X 84 �0o INSTALLATION DETAILS i • TAT OF DRAWN: OWG NO. REV, %O'�FS SCALE DATE 08 501372 NTS 10/17/11 2 OF 3 r. REV,SIONS REV DESCRIPTION CATE APPROVED MASONRY/CONCRETE BY OTHERS a' OPTIONAL 1X BUCK BY 4, OTHERS, 1X BUCK TO BE 4 e' PROPERLY SECURED. SEE NOTE 3 SHEET 1 FLA14GE TO BE 1/4" MAX. _ SETIN BED OF SHIMAPPROVED SEALANT 1 1/4" MIN. _ 1/4° MAX. HEAD TO BE SET EMBEDMENT SHIM IN A BED OF APPROVED CONSTRUCTION SEALANT MASONRY/CONCRETE ° 3/16" TAPCON BY OTHERS INTERIOR EXTERIOR � � INTERIOR �—�`I�i1t1'� 0 Q� 2 5/8" MIN. EDGE DIST. 1 OPTIONAL 1X BUCK BY EXTERIOR OTHERS, 1 X BUCK TO BE FLANGE TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 SET IN BED OF SILL TO BE SET IN APPROVED SEALANT BED OF.APPROVED CONSTRUCTION ADHESIVE HORIZONTAL CROSS SECTION a o MASONRY/CONCRETE INSTALLATION FLANGE TO BE � 1/4" MAX. SETIN BED OF C�U� SHIM APPROVED SEALANT a MASONRY/CONCRETE NOTE: INTERIOR AND EXTERIOR'FINISHES, BY OTHERS, OPTIONAL 1X BUCK BY c" ° BY OTHERS NOT SHOWN FOR CLARITY. OTHERS, 1X BUCK TO BE PROPERLY SECURED, SEE NOTE 3 SHEET 1 MI WINDOWS AND DOORS \\Illllil►l�/�� 650 WEST MARKET STREET ��\\J\g R' to�f�Yii� VERTICAL CROSS SECTION GRANTZ, PA 17030-0370 \v.•v\G�NS�•9il+s' MASONRY/CONCRETE INSTALLATION SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 6 STEEL REINFORCED - NON-IMPACT 36" X 84 INSTALLATION DETAILS ��0• TAT OF DRAWN: DWG NO. REV ii�� C0R%Vt- SCALE DAiE 08-01372 8 SDER 72 — //� �NA�I��\\\\ NTS 10/17/11 3 OF 3 R W R W Building Consultants, Inc. B 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 of Authorization No.9813 ♦ itct Reportmi ' Date: Januarj,29,2015 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation 3'0"x 6'8" Exterior Swinging 118 Industrial Drive "Smooth Star" Doors EExterlorDdorssemblles� Edgerton,01143517 Fiberglass Single Door ( /' Phone 419.298.1740 Inswing I Outswing"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(F-BC)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 borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and 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-5891.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-5891.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sinned by ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W.Haney,_P.E. CTLA 980W SSTD 12-99 Certified Testing Laboratories Ramesh Patel, P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-5891.2 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) "t` "r'h'."ifs, Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and �� °� �' �'j < • Management Institute,certifying that Therma Tru Corporation is pj manufacturing products within a quality assurance program that complies ' with ISO/IEC 17020 and Guide 53. o Lyndon F.Schmidt,P.E. FL PE No.43409 1/29/2015 Sheet 1 of 1 THERMAITRU" 1 37.59"MAX.O.A. V; * 10Q1 FRAME WIDTH THERMA TRU DOORS .... +,•; ` � 1 1B INDUSTRIAL DR., EDGERTDN, OH 43517 �PANELWI TM� '�i ��* `` N>°gym 11111111 Z c m o UN••_ 0 r rr '� E. 9-.0 =1 ,3"O X 61011 e U 2 2601L ®OCH STAR" ® oz is FIBERGLASS-SINGLE, . INSWING_%OUTSWING J 'MiNIPACT"i m �o o� its I N tial z a c� d EQ GENERAL NOTES O 0 t�W m w g OcOc U� 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building o o Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). m a o a 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base m material shall be beyond wall dressing or stucco. o s m 3. When used in areas requiring wind bome debris protection this product complies with Section a 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile N level"D"and excludes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. o m z wo O 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x o 01 buck masonry construction. In � Noo j�> 5. Site conditions that deviate from the details of this drawing require further engineering analysis w by a licensed engineer or registered architect. 0.o � iA6lF OF COIVTEMS ^N w SHEETS DESCRIPTION n a 1 Typical elevations,design pressures 8 general notes OVERAL! DESIGN PRESSURE(PSF) a m' 2 Door panel detailsSWING FRAME w—z o° i 3 Horizontal cross sections DIMENSION POSITIVE= NEGAITNB oA>E 4123108 °z 4 Vertical cross sections Isr N.T.S. ° 5 Buck and frame anchoring-2X buck masonry construction INSWING , 37.59"x 8219" +67.0 -67.0 t owc.BY: AL m' � 6 Frame anchoring-1X buck masonry construction 7 Bill of Materials 8 Components I--OUTSWING 37.59"x 80.69" +67.0 -67.0 Q K•BY. LFS a ORAWINO NO.: FL-5891.2 0 0 SHEET1 OF 7' R\OientATherma Tru PERMANENT\Flodda Product Approvals\FL-5891\Drawings\Current\FL-589Ldwg,22 d 13 O c 3$ OD_A v N N N �m A W m �L11GJ �i A 4a t•1`' A V � 0 7� Z N O m M W Z M M ao �Y �;v y0 N N a 1.54"�{� z '^ I -�{0.86" im A A yt N N rn A w m ;v� O na n7. O rn N I� A No.43409 T PRODUCT: Doeumrrnb PnpanW 9Y: r pp .• ` ;23 THERMA—TRU Lyndon F. Schmidt �i/�"'•.;;ZOpfDw �� IN cn o FIBERGLASS DOOR P.E. No. 43409 C, '• '—�j W[NO.. 1 28 15 UPDATE 70 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: GD BUILDING CONSULT'ANFS INC.ttt``, REVISED TO 2010 FBC JK DOOR PANEL DETAILS P.O. Box 230, Valrlco, FL 33595 DATE BY Phone No.: 813.659.9197 REVISIONS I FBPE C.A..No. 9813 0 20138 R.W.BUILDING CDNBUL—NTH INC. R.Wients\Themia Tru PERMANENT\Flarida Product Appmvals\FL-5891\Dravdngs\Cunent\FL-589Ldwg,32 A 'a3 -o Z a ° - - m ° ... a v � x g0 0 ro ^ N V O O� n O O oo V O D. Q I0 AA AN D W W W N X Z W W 700 I7O0 N S A j N O 40 V O 6-0 O O n m ' T m r 0 O rt� O ? a x M v O A O O O O °O N N n 0 o O Z e d d M ° v d. .°a No.43409 ' o PRODUCT: Documrrntrr Pmpamd W. �� 111MHOF ;• ` THERMA-TRU Lyndon F. Schmidt It Ln c FIBERGLASS DOOR P.E No. 43409 $ coo UPDATE TO 5TH E0. 2014 JK FBC LFS PART OR ASSEMBLY: GDBUILDING CONSULTANTS��tJt\\`` IV N rn- cn p� 1 6 11 12 REVISED TO 2010 FBC HORIZONTAL Y4 P.O. Box 230, Valrlco, FL 33595 -N ATE—--.----- BY Phona No.: 813.859.9197 REVISIONS CROSS SECTION FSPE CA. No. 9813 ®2008 R.W.BUILDING CGN9ULTANTG INC. ' R:\ClientATherma Tru PERMANENTWorida Product Approvals\FL-5891\Drawings\Current\FL-5891dwg,42 v m to a c h h a v a > 'P O r 0 r an cO n fOA m ° m gpy vv" �N A 7N Oo V Op'a z 1-1/4"MIN. EMB.(TYP.) m m $ m $ m IO 09 On x� p N Z n O T m Z °v 'vim V to O A .a Z 9. . av m n 1-1/4"MIN. EMB.(TYP.) `�LgM'O,'''' - 43409 $y PRODUCT: DxumvU Pnpand W. 8f117E 0P , I� 7HERMA—TRU Lyndon F. Schmidt 'iA !t20IaDP;•••• { Ln c FIBERGLASS DOOR P.E. No. 43409 A. �ON� `�� l '1 00 y tNn[0, UPDATE 70 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: GD�/(�BUILDING CONSULTANTS, N `6 7 7 12 REVISED 70 2010 FBC UK VERTICAL JLY40. Valrico. FL viv DATE Phone No.: 873.659 9197 33595 REVISIONS 'CROSS SECTIONS Phon CA No. 9613 ®2008 R.W.BUILDING CGNBUL—NTB INC. �= zo �TYP. CS 50, .0 zo UMASONRY D& — M MASONRY F N g 9 o t a OPENING JAMBSJOPENING Z M dad ' a 0 E Oz C LJ �d FRAME R Nz — _ h TYP.HEAD& ' z� X d aAMBS U w w o U _O =z zo Uo 2X BUCK 2X BUCK �Z xEa U � 0 YU 0 EO 3 Elm z o �U V) o BUCKANCHORING STRIKEJAMB FRAME ANCHORING HINGEJAMB w o m Masonry 2X buck construction ic N Ln CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. o o edge distance to mortarjoints. w 2 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 I may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 w m 3. Concrete anchor table: L 28 ^ K N^a 1N?;G{RJ#R1NCE.s ih►flJsC:f,EI{RANG`�: o "'3:>i::::.:...........,..................:::.:.:::::......::..,.....,..........,....... R 10 LL tKRE SIZE' EANGLbMEN1 7OMASOIVRY 1OAOJACENT::.. ... ..... EDGE...:: ... .......ANCHOR,".:>.::. 10 K w^z ITW 27 p wre 4/23/08 TAPCONZO ® 1/4" 1-1/4" 2" 4" SCALE N.T.S.ELCO ° W e LTRACDwc.er: AL Um'RACON /"T 4 1-1/4" 1" 4" � cwE.rrr: LFS 3 € WOOD SCREW INSTALLATION NOTES: ownwwc No.: d 1.Maintain a'minimum 5/8"edge distance,1"end distance,&1"o.c.spacing HINGE DETAIL LATCH a DEADBOLTDETAIL FL-5891.2 0 of wood screws to prevent the splitting of wood. s)EEr 5 or 713 a ' �0 >''•.......... / T I. 'fill %t�� z dim O Ir s O • z m. U N.•; a v O m t Em 3 mlma MASONRY 8 ug 9 d,o=a OPENING � � f� ` a US i \V E czd 28 c, oC LJ FRAME TYP.HEAD& JAMBS d Lj =o ^u d z �o X iv, zZ 1X BUCK _� w= LATCH&DEADBOLTDETAIL H K U O ry O bpD_ d 4 ID b a o STRIKEJAMB FRAMEANCHORING HINGEJAMB n o Masonry 1X buck construction w o z o rn CONCRETEANCHOR NOTES: 'N oo �i 1.Concrete Anchor locations at the comers may be adjusted to maintain the min. edge distgnce to mortar joints. w 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a En ti maintain the min.edge distance to mortorjoints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a m 3. Concrete anchor table: 10 i N Q J :??;ilY1IN:?:Ci#ARANCE-iMIN:'C:f�44NCE 10 s= ANrLN.,OR:':ANGHCjIC' :ziaiaM6M:isi>s:::::::::..................................................,........,.......,....,,, m LMMMENi TO MASONRY TO A6lACENT a^p o ......... ... ..:.........EDGE... ANCHOR .....; z a a ITWDAA 4/23/08 i TAPCON® 1/4" 1-1/4" 2" 4" sr ic• o N.T.S. e 3/16" 1-1/4" 3" 1-1/2" c ear S 3 TApCON® PC € WOOD SCREW INSTALLATION NOTES: HINGE DETAIL DRAmNG NO.: b1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing FL-5891.2 0 of wood screws to prevent the splitting of wood, sNEEt 6 or 7 _.E_ — BIU OF MATERIALS V m ITEM DESCRIPTION MATERIAL A 1 X BUCK SG>=0.55 WOOD _ !S B 2X BUCK SG>=0.55 WOOD " Z A.�� n r— 4.56" :�Y; 0 m C MAX.1/4"SHIM SPACE WOOD '� �'. in ........... i .` i D 1/4"X 2�/4"PFH ELCO OR ITVd CONCRETE SCREW STEEL �„ ,, �` =o o E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE _ o n z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 UN•. G13/16'X 3-1/4”PFH ITW CONCRETE SCREW STEEL ^o 23=236-�� 6 e ' z m z o H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEELd N g 9 c a J 114"X 3-3/4"PFH IiW CONCRETE SCREW STEEL ` "} 'm d a� K #B k 2-1/7'PFH WOOD SCREW STEEL ly 20 HEAD d SIDE c L #10 X 7'PFH WOOD SCREW STEEL tomb a 'o z 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 1�a 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4"X 4"HINGE.097'THK. STEEL 10 1#10 X 3/4"PFH WOOD SCREW STEEL 17 1 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL o In 18 LOW PROFILE OUTSWING BUMP FAQE THRESHOLD ALUM./WOOD 2.20" 19 HEADER JAMB PINE,S.G.>=0.42) WOOD L No 20 SIDE JAMB PINE S.G.>=0.42) WOOD w U- 21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL r m a$ 27 LATCH STRIKE PLATE STEEL I I- 4.67' •- m 28 DEADBOLT PLATE STEEL of o F n 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. LOW PROFILE OUTSWING BUMP FACE a a 18 � 40 FIBERGLASS DOOR PANEL-SMOOTH STAR SS DOOR SKIN.070"MIN.THK.FIBERGLASS BY 41 THERMA-TRU WITH YIELD STRENGTH F,y(MIN.)=6,000 PSI SMC t 42 TOP RAIL COMPOSITE' 43 LATCH STILE LVL WOOD N 44 HINGESTILE WOOD m cn 45 BOTTOM RAIL COMPOSITE w o g 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 5.75" - ►{ $ cn 47 LOCK BLOCK REINFORCEMENT WOOD on I o o a NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) I In a v N Q 9 '•b� 0 �1 SElF ADJUSTING SADDLE THRESHOLD N^z E3 DATE 4/23/08 j 1 SCALE N.T.S. o CO owc.er: ql CO cNw BY.- LFS 3 DFMMO NO.: FL-5891.2 j o d sHEu 7 ov 7 V a