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Home My WebLink AboutProduct Approval-Exterior Doors fk a• • )=.7.,--•;,-,...1i--:,-,1g +r,K�-tiFxu t l _til . r1i iriiitAes 10,,a sl®;�� ,etre .; d'it:.i. v-''f'''''`-lri4..-- r. SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map Links Search Florida "" Product Approval ,;-I� 'USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail >22 rtt. =4Y V-` ` S a FL# �.1FL20470 R1 RECEIVED �y r} C jay Application Type Revision 1,...m Code Version 2017 APR 2 9 2019 0 Application Status Approved Permitting Department St. Lucie County �f g,y Comments u Archived CDimmal Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email i " Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance MethodEvaluation Report from ai 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 12/31/2020 Validated By Ryan J.King,P.E. O Validation Checklist-Hardcopy Received Certificate of Independence FL20470 R1 COI (b)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 ASTM G7 1997 TAS 201,202,203 1994 Equivalence of Product Standards Certified By i Florida Licensed Professional Engineer or Architect FL20470 R1 Eauiv Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/20/2016 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Date Revised 04/10/2019 Summary of Products Go to Page w a Page 1/2 e,ia FL# Model,Number or Name Description 20470.1 a.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 R1 II (b)Inst 20470.1.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 20470.1 for Design Pressure Ratings,any FL20470 R1 AE (b) Eval 20470.1.pdf additional use limitations,installation instructions and FL20470 Ri AE (b)TT Plastics.2.pdf product particulars. Created by Independent Third Party:Yes 20470.2 b.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 Ri II (b)Inst 20470.2.pdf 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 20470.2 for Design Pressure Ratings,any FL20470 R1 AE (b)Eval 20470.2.pdf additional use limitations,installation instructions and FL20470 121 AE (b)TT Plastics.2.odf product particulars. Created by Independent Third Party:Yes 20470.3 c.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing'XX or O)XO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RI II (b)Inst 20470.3.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 20470.3 for Design Pressure Ratings,any FL20470 R1 AE (b) Eval 20470.3.odf additional use limitations,installation instructions and FL20470 R1 AE (b)TT Plastics.2.odf product particulars. Created by Independent Third Party:Yes 20470.4 d.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 R1 II (b)Inst 20470.4.pdf 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 20470.4 for Design Pressure Ratings,any FL20470 R1 AE (b)Eval 20470.4.pdf additional use limitations,installation instructions and FL20470 Ri AE (b)TT Plastics.2.pdf product particulars. Created by Independent Third Party:Yes I 20470.5 e.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass' Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 Ri II (b)Inst 20470.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 R W R W Building Consultants, Inc. D Consulting and Engineering Services for the Building Industry D P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-20970.1 Date: August 16,2017 Product Sub Category Manufacturer Product Name Category Swinging Therma-Tru Corporation Fiber-Classic and Smooth-Star 118 Industrial Dr Composite Edge Opaque Fiberglass Single Door Doors Exterior Door Edgerton,OH 43517 Assemblies 9 InswinglOutswing 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.61G20-3,Method 1D 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 evaluation drawing has been developed in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements including 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 the"HVHZ"this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product complies with FBC Sections 1609.1.2& R301.2.1.2 and does not require an impact resistant covering. This products meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 1 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-20470.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the"HVHZ". 8. Outswing configurations using Coastal Sill (Item #19) and Composite Sill (Item #16) under active doors meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees: 9. See drawing FL-20470.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01461571 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. William Shelton, P.E. TEL 06-1031-1 TAS 201,202&203(94) Testing Evaluation Lab.,Inc. Wendell W.Haney, P.E. TEL 01460144 TAS 201,202&203(94) Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. 2. Drawing No. Prepared by Signed&Sealed by FL-20470.1 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared bySigned&Sealed by ``gyp%10000pgree., AnchoringRW BuildingConsultants, Inc.(CA#9813 Lyndon F.Schmidt, P.E. 4. Quality Assurance e00e '• •GE o.: N •. s Certificate of Participation issued by National Accreditation and , •• tit F�••o off Management Institute,certifying that Therma-Tru Corporation is No 43409 manufacturing products within a quality assurance program that complies *= o p with ISO/IEC 17020 and Guide 53. o9: STATE OF • .� o v tee,'‘."• •L O R 1�•••�(p �� Lyndon F.Schmidt,P.E. , s'' 9 QNo. ON AL Xa 1;4 FL PE 8/18/20107 Sheet 1 of 1 - - ---- --- ```�. -i,.... ,, ' �� THERMAITRU :a � DOORS �;� z E =eat e, ,••., gig`; g. Fiber-Classic & Smooth-Stara off.- o-io pF,� �''..if nnTl++ z d m 6 COMPOSITE EDGE .. .:Z Z Oto OPAQUE FIBERGLASS SINGLE DOOR 37.75"MAX OA g LO N .m7 9 of FRAME WIDTH end `a INSWING/OUTSWING E az "IMPACT' I • 1.10j: ISI ISI � �'� � uo .d CC O Lir J S GENERAL NOTES (� zoo zW F 1. This product evaluation drawing has been developed in compliance with the 6th Edition(2017)Florida Building 3c. Ic R Code(FBC)including the"High Velocity Hurricane Zone"(HVHZ). O wz E d in 2 S 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be rx Be Co g cc LL beyond wall dressing or stucco. _ o X O o a y 3. When used in the"HVHT this product compiles with Section 1626 of the FBC and does not require an Impact m rA O. a a- I a a resistant covering. E V -,m 4. When used in areas outside of the'1lVHT'requiring wind borne debris protection,this product complies with FBC a Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level 1 3 'D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. n 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry r - T construction. rn 0 o 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed iii engineer or registered architect. m o: 7. Thts product meets the water infiltration requirements for the"HVHZ". o 1 e a Q a 8. Outswing configurations using Coastal Sill(item#19)&Composite Sill(item#16)under active doors meet water a d 5 infiltration requirements for"HVHT'.All other configurations do not meet the water infiltration requirements for the DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) n z a "HVHT'and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or. CONFIGURATION LOCK INSWING OUTS WING -5 canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. HARDWARE i-- N.W _ _ _ .o POSITIVE NEGATIVE POSITIVE NEGATIVE o 1 TABLE OF CONTENTS X Kwlkset +75.0 -75.0 +80.0 -80.0 na. , SHEEN DESCRIPTION SHEET# —dz a 1 Typical 6evations,Design Pressures&General Notes 7 Vertical Cross Sections(Thresholds) X Schlage +75.0 -75.0 +75.0 -75.0omm 08/02/16 = 2 2 Door Panel Details 8 Buck&Frame Anchoringa 3 Elevations 9 Hardware Details X Multipoint +55.0 -60.0 +55.0 -55.0 SCALe N.T.S. 2 4 Horizontal&Vertical Cross Sections(2X Buck) 10 Components OM BY: JK m 5 Horizontal B.Vertical Cross Sections IX Buck) H Bill of Materials CHK.Sheet 3 for Hardware Specifications CHK.FMLFs € 6 Hor zontal&Vedical Cross Sections Direct to Masonry) i 60 FL-20470.1 c SHEET I OF i•i N i • r-rte' ,:s.t...„:,c....... 0.,...o ::41017icat.z :i.1 i 11 II.ii.r.t i t..1.71:%-,:::::s 1...5,1.>::.:- -- 41‘ Ir .Z. :1, [—OS EXTERIOR 3.6" :_?..4)." \V::: u, 000000,00000000&: 000000001 00000001 00000000 ; 0000000 00000000,, 0000000 ,' 00000000., 00000001 000000001 ! 0000000 , 00000001! 0000000 00000•0•1 0000•0• , 00000• • .1 0000000 1 00000000 000000011 0000000011 • COMPOSITE 0.5"-.1 -L2A'irr4 t......7.i.......;,;„.....s(D,:.:,....:.1;...;:i.II.HORIZONTAL CROSS '.'-rts'ffIVPit;',t4 r 7r-iti • '• P...._11L'i____L.% :.i..'• CAP HIN::STILEI ;:. 4:...1.:'. : No-v- 0 Cik(ENGINEERED W0017) -Q.,, 2("._111 444/. STEEL REINFORCEMENT (0.023 THK.) ..,....:01NTERIOR ,-mmori ,lisECTIO:i..,a-AL ;, _ 'WM t,4,:q.,,I,,,,,,,,.t i•ol. . ..,-;.1•.;,-*-4 .,,,, • .. ____,„___,,__,. _„.- , . ..,-. r„..,.._ LOCK STILE CAP (ENGINEERED WOOD) COMPOSITE ,i_ _ t.:61 ,....,....:.1.....„..:.!.y,,...."7„ u...,f EXTERIOR -- --aoe -- —0.7' ,-''.•'":•.1. 1.:' :... 1%......•:. • 1": . ic 14 .z...z :, ...4; c,0 Ng, 6 gc°4 .:„.--43:...ri\ co' 0.40e--1 r- II L...III iv,L L.x!.,411,,,,: •, : .:: f; e.,14•,ttW ", \I fl. I I S I g Etu V g ° _ r.. rif.r.. ',.....:•:.,.. ..; .....:,.......:: ; .',i....::.s;:i At tcy.42,,30,4.tymt DETAIL A-A STEEL REINFORCEMENT :,,",.`:....:.t ir.'•: 4c,,z4,1 e,,,v. * ,•tli:(44.,,..„;A .,...,,..., •,....t.y'•Vi;...r.V..'er,,f:,-. r:4,,e, - PANEL REINFORCEMENT 28.86%OPEN (0.023"Thick Steel).4 COMPOSCOMPOSITE AREA MAX.. ITE CAP HINGE STILE INTERIOR STEEL REINFORCEMENT LOCK STLE CAP cx g 0 c:1 Q (0.023"IHK.) 8 cz R E *#8 X 2 (ENGINEERED WOOD) (ENGINEERED WOOD). 5"PFH WS(TYP.@ EACH DOOR CORNER) CD HORIZONTAL CROSS SECTION 0" ,to 52 d MO, S 36. MAX.DOOR _,....35.813"MAX.DOOR 35.813"MAX.DOOR -...- _.._ PANEL WIDTH PANEL WIDTH PANEL WIDTH TOP RAIL g M s 2 (COMPOSITE/ENGINEERED * o 0 CD C *1 .) WOOD) 1i? o. o. *1 I .Y. - 1, CD WO iiiii! --.7 0 • orsio - 7, GI 1 1----mil, rwi -- . . .,..„H.,'::‘::.';';:ir':'.;:-.'i.,.:',- STEEL REINFORCEMENT 4. ce' . I..—.i (0.023"THK.) • •"1:1.'...:‘: ta ..••—•1 --------- I kl ---'"VP0 1—I 1— ,„. U) FOAM CORE 0 6 ' ro . ui . • .7 .. • (POLYURETHANE- ...:•.',.,' g ont I 1 d Q. I I I 1.9 PCF MIN.) 2 A c_ . : , 2 tx mg tit , I 1 e . 0 I— m le 1 6341' 0 1 —1 —le 1 INTERIOR EXTERIOR INTERIOR EXTERIOR 1- 0 0 x ... -I- . 1 .. x 7 , Ca a. d 0 z • _ X ..! LO IQ I I FIBERGLASS SKIN, ' cki sr 1--• e 8 e -.......,.. ...ci i ''''''4,,;:::: i''' .5',r::.:§ 1." i z BATE:08/02/1 6 2 1.,—,J / \ ,- \ /-7:\ ,._- .2-_-_ BOTTOM RAIL sum N.T.S. 1* *1 1* *1 1* *1 1 i I I--1.71°-.4 (COMP.) 1-.--1.71"-.1 OWC-BY: JK In . . it 1> D D CHK.sy: LFS ri 1 DOOR PANEL DOOR PANEL DOOR PANEL VERTICAL CROSS SECTION VERTICAL CROSS SECTION DMIM NII: V3 g CD (;:- 0, FL-20470.1 Ei 11 BOOK V.,_'!,./Hybrid Door Ul Door SHEET 2 OF 1 1 ni b a 1 .011111110, o =V § *4c g;lyn el 6.41119g7gera v% GiII 5 6 0 �.,i y.... • 0/0 •... ..... / i 6.9.?n z o e 0 1E1 *I \,,,!ih m o iL 4` / \ / m aaE 0 E 9= li\ HARDWAREaABLE 104: TTTC)- , MANUFACTURER MODEL/ ,..„ / ®+ 4 5 ®(-_) 6 SCHLAGE KNOB: F51 0• DEADBOLT: B60 X • RR ul KNOB: SIGNATURE SERIES o \,__,0 \,___/ KWIKSET DEADBOLT: SIGNATURE SERIES(980) § m 5 SEE HARDWARE HOPPE MULTIPOINT:MPDGART FAE 1 c CHART (THERMA-TRU) (3 pt.Manual Tongue) co g 0 0 0 a a 0 '-; YY a7 s 7e rE) TE), 6 1 8 0 o = at 0 O. o z 11.91911 g X-0 E=t 1— ) a11111111 ^ o z / ; 1111 = I I �� =I1 (( t DATE 6 ? N.r T.S. 'ir. owo.er: K mi Fiber-Classic/Smooth-Star Door Panel Options CHK.Br: LFS 3 Panel options shown are for illustration and are representative only DRAWING NO.: tim (similar opaque panel configurations are allowed) FL-20470.1 -- In 1 SHEET 3 OF _ f 0 . =0,.., .• .• z gyom. o iti o 0WI _ zdmo ? ria; 8N••Z 01111111 _ ` o Z °ZU ii �m N g6m m° �: O �4F7 t` a 90=a 9 m O. o I:I�Shy EE ii Z S 1a 000 `* O O EXTERIOR _� INTERIOR om'A o o o A 1.15"MIN. i m �o F 1 VERTICAL CROSS SECTION EMB.(TYP•) r°yc, a R O 4 Shown w/2X Buck 0 g Ny Outswing shown(Inswing similar) S O �a� 11� °° g o�Isa = oUO a °° O ' 0 o o 0.15 C-SINK 0.15'C SINK ii ° —11-- PP) (T'P ° O 0 il koo�l« til.,. rn g 4 :unuaurrgUry (k O INTERIOR INTERIOR oamu om w• Q��,,,.� e °e' O tg ' 4 'WitilVil Ir 'vs MIMI ° _ n , ° ® EXTERIOR LE ° EXTERIOR N 000 ® 'zLI EMB41j F) 0 0 000 0 1-1/4"MIN. EMB.(lYP.) N.T.S. ° 5 DWG.BY: JK m ig 22 HORIZONTAL CROSS SECTION ()HORIZONTAL CROSS SECTION CHKDRAM)sr: LFs 3 1 q Shown w/2X Buckri mShown w/2X Buck DRAM)N° € Outswing shown(Inswing similar) Outswing shown(Inswing similar) FL-20470.1 0 pSHEET 4 of 11 a ..• . 'i/ Lei/ '''...0-- .:::,:. . v'' :::..°Ca Zle; * i I gr.-13....1.!i•-• o ' s moi ...��p```� '1 N ro 1X Buck to be secured to .8;4 masonry by others o� — O ` ��y�« \. Y E Z OZa t N Em m o ( i g•l g `oa 000 / �z Z 0 0 Ill EXTERIOR INTERIOR € cgm S 1O VERTICAL CROSS SECTION o y $ Shown w/IX sub-buck < �z d Outswing shown(Inswing similar) LiD m �o 0 m 0 r. E..5, p U € a a , ...V. .v. v o -, E . , N I1III711111n. O N 1 ....'11[(1 ' f O 111111111•T: En 6INTERIOR INTERIORO B I I//�l1I�IIA ceQ ¢�. I 1'.t r \ 1l L,, • 0- o illi .B . , ® ® EXTERIOR EXTERIOR . n o 1- 0 z S 1-1/4"MIN. 0 1-1/4°MIN. z ° EMB.OW.) EMB.(TIP.) M1t 08/02/16 i SCALE: N.T.S. , DWG.BY P 2 HORIZONTAL CROSS SECTION C)HORIZONTAL CROSS SECTION CHK,ar:. LFSOShown w/1X sub-buckShown w/1X sub-buck DRAWING NO.: i Outsw ng shown(Inswing similar) Outswing shown(Inswing similar) FL-20470.1 d a o SHEET S OF1 N 9.a © I MAX. MAX. �� et- y; 0 • 0 �� O ....f1 1111 i 0 ri i. U N C v Em K.m / N �5S 9 =W mmm �': mmm / , .7 m a a E E eZ iEE EXTERIOR A INTERIOR EXTERIOR INTERIOR 30. z .g ii VERTICAL CROSS SECTION °VERTICAL CROSS SECTION oN g 6 Shown Direct to MasonryOutswngonlyw/4-9/16'Jamb Shown Direct to Masonry Jamb RR , DIRECT TO MASONRY MAX.DESIGN PRESSURE: , ter_ d w/STANDARD STRIKE= ±55 PSF $S m Al w/SECURITY STRIKE= ±65 PSF ErP R' ta 0' O W t1, E .. I g 0 0 0 O 0 0 0 0 �� V Z Tn e E� -2 INTERIOR PA o I. .. cnz 1 li 000 I� e n I� INTERIOR I P. �6 1E1111��o��\\ IIIIIiI PiinI t I m ' © mmm `►ii,t, \ k% 111\11 g1-1/4"MIN. © h ill I��O�� z z a EMB.(TYP.) 1-I/4 MIN. 1f i Is.\\ \ 411 n i+ 1 , . EMB.(TYP.) III/111.��\\\ 1111 1�11,11� ' ~a F i 0 ° EXTERIOR _/1— 0 ° n 00 z EXTERIOR ^Z a° g 1-1/4"MIN. I I-1/4"MIN. �Z EMB.(TYP.) © T EMB.(TYP.) DAIL08/02/16 z scius N.T.S. o i 5 HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION �•ow JK O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION Shown Direct to Masonry CNK.ow LFS F 6 Shown Direct to Masonry6 6 Shown Direct to Masonry 6 Shown Direct to Masonry Outswing only w/6.9/ jamb Outswing only w/6.9/16'jamb DRAM NO.: rc Outswing only w/4-9/16'jamb Outswing only w/4-9/16'jamb N FL-20470.1 '- DI n SHEET 6 sc11 6 a Notes: Sill Item#'s 17,18,19,32,34,35,36,37,38&39 are attached to Jambs w/(3)#8 X 2-1/T pfh screws at each end. Z.'QQ•'� i�� '�� Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2'pfh screws at each end. _r:Ar 8 t�,j" N Sit Item#15 is attached to jambs utTi:ing(2)#10X2"pphSMS ateach end. _V. x * Q_,,n *SinS. '• Z Q:per e m t-i INTERIOR r r EXTERIOR INTERIOR EXTERIOR „.i 111..t 8 N m a LOU ZmoU 000 0 000 0 N.:I A ., A A 63"i m aal 00000 ly SEE NOTE 1 2 ..... ��,� 1. © SEE NOTE 1 it -----"----....rt.-L._ $�r: Ili t y gc'9 Era ° ° Nd J Q�Q a ., n e cfi m CS m g s t ,., lO o VERTICAL CROSS SECTION 'ccn d 7 Inswing Sill O VERTICAL CROSS SECTION a 1 T Inswing Sill t; EXTERIOR r ,- INTERIOR IN EXTERIOR I v INTERIOR o 00C) p mmmm mmm mft 35 CO rt 2 SEE NOTE 1 JyO SEE NOTE 1 I:'■: S" ii I, w p , ° D 0 J t2 e. .. D n. N DATE:08/02/16 O VERTICAL CROSS SECTION N.T.S. ° :2._ 7 Outswing Sill(Coastal Sin Shown) O4 VERTICAL CROSS SECTION D77Q•BF: JK m 7 Public Access Sin • cNK.ar: LFS DRAWING NO.: a FL-20470.1 0 11 A SHEET 7 OF 11 N c R:bients\Therma Tru PERMANENT-Florida Product APPravah\FL-20970 HVHZ TT-Composle\C-Drawings\FL-20470(2017)\FL-20470.1-3.dwg,8.1 A j c Inc co Co...O n • O 1 LI Z • n • k v _ 2 n :00 O Po -, Z _ 1 O 16°MAX. I I 4°(TTP.) O.C.(TYP.) k .' co C n CO O Z �+ = • n s .D Re O -aO xi \t11_ 13°MAX. 4"PP.) 1-•••7{ ' O.C.(TYR.) o p f. Po � . n • Z ©0001� g tD rD1 ,,,r 75 7r70 71 RN D � Z 14"MAX. o' O.C.(TYP.J 6"m P•) Ies— y n3 1 ``%%%111111i,,,�'' �. ,F,SCHy l � ' .s V•, JCEMeF,%.,'�e- No.43409 7.zy,r�7•p't �y i _ PRODUCT: Document.Pre 0 0 pores er �9p' soae� �tj.. THERMA—TRU Lyndon F. Schmidt �.��.'•,,xOFppN•.� ._ % Im I = .. N m- FlBERGIASS DOOR P.E. No. 43409 Ss� .wld 0 o . p i./.CABAL tTG`,\_.. v r .-1•tv PART OR ASSEMBLY: Cf�/�BUILDING CONSULTANTS, RR"11 I+ O cn 1 7/14/17 UPDATE TO 6TH ED. (2017) FBC JK BUCK & FRAME ANCHORING �yy P.O. Box 230,Volrieo, FL 33595 CO NO DATE BY Phone No.: 513.559.9197 REVISIONS FBPE C.A. No. 9913 CI 2016 R.W.BUILDING CONSULTANTS INC. --- - --------- --- - 2 O 7.01 •• I T •Qz 17^ �i • 2X BUCK O 0 lq O O ''''''' l it‘'• 11h SEE HINGE • z c m o IX BUCK 0 pi. DETAIL P. DIRECT TO © .'Pill'0 ti ? ..ii z.c a MASONRY Mill � • [� (� a u 9 c w \ k D! -01,`,":2i. O oa V E 4 m dad 2X BUCK® I� P� �T E `o= 1XBUCK O . � a O •O SEE TONGUE +� cul Lg E o STRIKE DETAIL 7 r, 2X BUCK O a DIRECT TO© s� Pn� RYPI `y ix BUCK O V a MASONRY fn N O N p 5 LATCH&DEADBOLTDETAIL Im f= • DIRECT TO ©-�il� Kwfkset MASONRYo 110 ® U _,_ TONGUE SiDETAIL F 2X BUCK O 8 DEADBOLT ' Multipointmi tocLock E50 m 3 1X BUCK DETAIL &DEADBOLT k SEE LATCH �m 0 �� 5 a © c� DMASONRY _�A SUBSTRIKE ao G 1 PLATE a a 1 .- pl. 0 • 2X BUCK OV �: _ 1XBUCK Oi[ a 1 I�I\�© STRIKE JAMB HINGE JAMB KE JAMB DIRECT TO©; n Latch and Deadbolt Multipoint Lock MASONRY CD N 2X BUCK 0 ,�I;[ y Z IXBUCKO . 0 6 F 6 DIRECT TO© --di i MASONRY 0 2 BUCK LATCH&DEADBOLT DETAIL LATCH&DEADBOLT DETAIL 0 0 1 X BUCK Multipoint Lock DIRECT TO 0 IIIi 4 Schlage ■ ©MASONRY MULTIPOINT LOCK STRIKE DETAILS N m I� -< a E LATCH&DEADBOLT STRIKE DETAILS - TO lNI® - E (Standard Deadbolt Strike Plate) © MASONRY 'Z DAZE 08/02/16 i SCAM. N.T.S. DEADBOLT STRIKE DETAILS HINGE DETAIL DWG. JK 2 (Security Deadbolt Strike Plate) to CNc.Br: LFS 3 1 DRAWING NO.: Cr FL-20470.1 0 N. SHEET J OF 111 g a ---- ---- -- - - ---------- --- I. 7.5" r 4.56- ---u-----_—'7—_----"---- - .56• n 'Z•0, g. INS` J--� n 7.59" 1 t IV'▪ :• : * . Zero 72 Imo—2.36"--�1 iI !IMO Tom o INSWING THRESHOLD n h O N z 32 INSWING THRESHOLD 37 Inswing Basic Fused 7-1/2"Sill O WOOD JAMB \ E z m.z v Inswing Basic Composite Adjustable SID 7-1/2' \v 1 o ! a y 9ora S.63" 4.56" i L:c 4.56" f a 1 r I il qi 6-i-\OU1SWING THRESHOLD o R 33 INSWING THRESHOLD 38 INSWING THRESHOLD Composite SII z o �S Inswing Basic Rued Sill Inswing Composite Adjustable Silt MAX.•SS FSF rn Ej gIwhere water lnfitratbnbrequiredl 1 m a F. { 5.75' T7 . uuo a§ o R {{.�� 5.7T 4S6° �ro 8 15 Ore 0 a a € OINSWING THRESHOLD Y m Inswing Moderate Climate SDI 13/6" 39 INSWING THRESHOLD O OUTSWING THRESHOLD Inswing Basic Composite Adjustable Sill 17 Composite/Aluminum S0 E 8 c -5.75' 5.75" ^ r G 1 i I G„ en �r 6.0" 8 0 -,,,.;::::ii;,.'..,:.,:,:.,.,mplos___Isr___ . t (2-- rc2 cc g 1 i< 1i' OUTS WING THRESHOLD . INSWING THRESHOLD Composite/Aluminum Sm o tl Inswing Moderate Comate SN (Thermal Break) . °z 5.75" 15 PUBl1CACCESS THRESHOLD 4.56" .sp H T� 2.36" ^Qo h Z LI W ' LI t ..,;*'.:;;'1:1.0.Y-:;. f�- WE:08/02/16 z 0 �� sr fr. N.T.S. L 1 :-E---� owo.er: JK a e INSWING THRESHOLD k-1.79"—�I I--1.92" 36 fes—2.06"—�1 CHK.ST: LFS 3 O Inswing Basic Fixed 53/4"Sg o: re o 19 COASTAL OUISWING THRESHOLD owwwo NO.: m o O SWEEP 0 SWEEP O SWEEP o 810 Wood/Aluminum Sm FL-20470.1 0 o Q SHEET 10 oFJ 13 • . ---------- BILL OF MATERIALS BiLL OF MATERIALS p/ V111 ITEM# DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIAL _ri& gg� p:O� N A 1X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/T PFH WOOD SCREW STEEL N g o * P§'zr4 B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL Z 141,9s.-- m C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'.,Y'••...., •• .`�gS A. D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL •• ",,,, ph',�.�`' ;>°2 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SECURITY SUB STRIKE PLATE STEEL ttI I Ilss z o o E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL . g 8 x Z o G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL �` N Do Z m J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP V c` a H 9 .tow. L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP g LL o\ a.. M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP ; g1_a'Z N 3/16"X 2-3/4"I1W CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP i 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP m 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �o R 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP_ g 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP J § F 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - g E 1 R 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - m S 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) - m a 18 OUTSWING THRESHOLD ALUM/COMP a 1 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD 22 #8 x 3/4"PFH WOOD SCREW STEEL 23 #10 x 3/4"PFH WOOD SCREW STEELce 1` 24 #10 x 1"PFH WOOD SCREW STEEL s in CONCRETEANCHOR NOTES: B 0 1.Concrete anchor locations at the corners maybe adjusted to maintain the min. EEedge distance to mortar joints. 2ce.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors W I "MAX.may be required to ensure the ON CENTER"dimension ore not exceeded. $ 3.Concrete anchor table: a Z tds :ANCHOR ANCHOR'..:::,.:,':.".r.::11.4:01,.:._.....,: . MIN CLEARANCE MIN CLEARANCE .. — TYPE SIZE EMEDT TO MASONRY TO ADJACENT:' a a b I :..:...:.......:.:... EDG . ....... A CH R.. ... p z n TAPCON® 1/4"ELCO 1-1/4" 2" 4" _0 0 z a ULTRACON® 1/4" 1-1/4" 1" 4^ DATE 08/02/16 n N.T.S. TAPCON® 3/16ITW " 1-1/4" AS SHOWN 1-1/2" oxo.er: JK m cHw MI LFS WOOD SCREW INSTALLATION NOTES: PAWING No. o 1.Maintain a minimum 5/8"edge distance,1"end distance,&i°o.c.spacing of ii wood screws to prevent the splitting of wood. FL-20470.1 n SHEET JloF 11 _® a_ d .