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HomeMy WebLinkAboutProduct Approval-FL20470-R1 1 Swing Door 11126/201$ Florida Building Code Online [ �������� � a7 FLORIDA OUPAPITMINT OP "'Rig—><' Business & Professional Regulation 4 ,►,, X144 BPR Rov.E. 03-MT QBFit OMIiIllletop con=OW BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links 11 Search r Florida Rec.,. Product A pprovaI� I USER:Public User ��V2:freo M J yin tval i;���� peri ?0jB Product Approval Menu>Product or Application Search>Application List>Application Detail St tt/n9 De„94art,s_ ttlff(oEor ilt' FL# FL20470-R1 CREi3Al my Application Type Revision Code Version 2017 Application Status Approved r ° 1 67 11 1 Comments qq w' = _. 1� Archived , G Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com r Authorized Signature Vivian Wright • rickw@rwbldgconsultan• .com q i 01 ,jk 1 Technical Representative Address/Phone/Email >23 Quality Assurance RepresentativeY 0R- EL Address/Phone/Email 0 ci) Category Exterior Doors Subcategory Swinging Exterior Door Assemblie mgel Compliance Method Evaluation Report from a Florida Registered An hi e ,ora ensed Florida Professional Engineer >,:Y, 2 Evaluation Report-Hardcopy Received C--) Florida Engineer or Architect Name who developed the Lyndon F. Schmidt,P.E. 1 • Evaluation Report IvA� 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. i 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 Florida Licensed Professional Engineer or Architect https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxka9rWOzxE1e2Y1MMLGdCkEKQ%3d%3d 11 1/5 1 11 11/26/2018 Florida Building Code Online FL20470 R1 Equiv 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 1s ; $17 Summ• -• of Produ G• o Page 6 0 Page 1/2 V) 0 / \ ', -L# Model,Number or NameDescript.\.n 44;` 20470.1 a.Therma-Tru Fiber-Classic and Nominal 6': "Impact"Opaque Composite Edge Fiberglass ►1 Smooth-Star Single Doo (Inswing/Outswing;X configuration) Limits of Use Installati•n Instructions Approved for use in HVHZ:Yes FL20470 R1 II (b)Inst 20470.1.pdf Approved for use outside HVHZ:Yes Verified =y: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Creat:. by Independent Third Party:Yes Design Pressure: N/A Eval.atlon Reports Other:See INST 20470.1 for Design Pressure Ratings,any F 0470 R1 AE (b) Eval 20470.1.pdf additional use limitations,installation instructions and product ' 20470 R1 AE (b)TT Plastics.2.pdf particulars. Created by Independent Third Party: Yes 20470.2 b.Therma-Tru Fiber-Class' d 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 R1 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 product FL20470 R1 AE (b)TT Plastics.2.pdf 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 OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 R1 II (b)Inst 20470.3.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 20470.3 for Design Pressure Ratings,any FL20470 R1 AE (b) Eval 20470.3.pdf additional use limitations,installation instructions and product FL20470 R1 AE (b)TT Plastics.2.pdf 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 product FL20470 R1 AE (b)TT Plastics.2.pdf particulars. Created by Independent Third Party: Yes 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 R1 II (b)Inst 20470.5.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 20470.5 for Design Pressure Ratings,any FL20470 R1 AE (b) Eval 20470.5.pdf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxka9rWOzxE1 e2Y1 MMLGdCkEKQ%3d%3d 2/5 ---- 1HERMAITRU - ! 28 b —I- 2 V E Z=' DOORS �. :o a Fiber-Classic. & Smooth-Stars ��'",, pRo�;`'�` 2 COMPOSITE EDGE ,, a" ,: Em zmocdi OPAQUE FIBERGLASS SINGLE DOOR 37 MAX OA. -� \' N e "7 m a`ai FRAMs INSWING/OUTSWING E s? " "IMPACT' r mzP 0 7 tJ W Z o GENERAL NOTE (� z DC o zo w 1. This product evaluation drawing has been developed in compliance with the 6th Edition(2017)Florida Building 3 'Cr, <E R, Code(FBC)including the"High Velocity Hurricane Zone"(HVHZ). 0 y O•0 • w� t le F..c -4 S 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be '� __ beyond wall dressing or stucco. iN n X .O o a.w 3. When used In the"Hvir this product complies with Section 1626 of the FBC and does not require an Impact m a m"' II I ' r i a- .—° resistant coverin g 1• 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 on impact resistant covering.This product meets missile level "Dand Includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.122&R3012.1.2.1. -- NN • 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry r Y construction. n R 6. Site conditions that deviate from the details of this drawing require further engineering analysts by a licensed w o x N engineer or registered architect. e i R. 7. This product meets the water infiltration requirements for the"HVHZ'. i... a 8. Outswing configurations using Coastal Sill(item#19)&Composite STI(Item#16)under active doors meet water a DESIGN PRESSURE a Cr e Infiltration requirements for"Wilt.All other configurations do not meet the wafer infiltration requirements for the (PSq DESIGN PRESSURE(PSS a _ 3 "HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or CONFIGURATION LOCK INSWING OUTS WING N Di O canopy such that the angle between the edge of canopy or overhangto sill is less than 45 degrees. HARDWARE -F P 9 9 POSITIVE NEGATIVE POSITIVE NEGATIVE -o ti TABLE OF CONTENTS X Kwikset +75.0 -75.0 +80.0 -80.0 N SHEET# DESCRIPTION SHEEN X Schlage +75.0 -75.0 +75.0 -75.0 DATe oa ^Z a 1 Typical Elevations,Design Pressures&General Notes 7 Vertical Cross Sections(Thresholds) /02/16 z 3 2 Door Panel Details 8 Buck&Frame Anchoring - 3 Elevations 9 Hardware DetailsX Multipoint +55.0 -60.0 +55.0 -55.0 N.T.S.NTs 5 2 4 Horizontal&Vertical Cross Sections(2X Buck) 10 Components DWG.rsr: JK m 5 Horizontal&Vertical Cross Sections(1X Buck) 11 BIT of Materials - See Sheet 3 for Hardware Specifications csi sr: LFS 6 Horizontal&Vertical Cross Sections(Direct to Masonry) DRAWING NO.: r1 m E FL-20470-1 0 SHEET I OR Iii N a 0 ------------ s' .'.au*In '1i r icia1111'-1t1 a 0 0 0 0 0 0 0 o 0.5" EXTERIOR 3.6" ;4t"- --`� ,0, 0000000 I O.T' 0.5'--•) :Q: '•00000000 .._ . .i �7qL L5+'L L .■ � •• 1J10000000 Il * ^ •00000000 r� l•• S Ca. r�+t _ * 1t.41 M 0000000 r j%. �T " T( ) t - O%› 6—ro f00o00000 `�'1S Al0 . z �o 0000000 >•f' r urn iW 0000000 ,,,,i %%% t aem 0 0 0 0 0 0 0 0 COMPOSITE COMPPOSITE 'iii 111 ,%%% N>ri a 0 0 0 0 0 0 0 T CAP HINGE STILE STEEL REINFORCEMENT INTERIOR LOCK STILE 7 z d'm d 0 0 0 0 0 0 0 0 (0.023 THK,) (ENGINEERED WOOD) ��V11 IN 8 n,i z 00 00000 (ENGINEERED WOOD) �,- v o 00.0.0T, 1 HORIZONTAL CROSS SECTION \ N E� "m z d 000000 2 EXTERIOR 3.6" V(� °nro 0 00000? �_ (--0.406" - 1 4 N 9osa 0000000 \ �- I 07 0.406" 00000000 Q 1. LL mda� 0000000 2. - • 7: t. 4'�t.e.,.rye�,Ll*7L Lity�P• Imo_ cz 00000000 O ( /q 1� .' ,.;-• r F llp $ 1r..�, - ,: g i•i% r)}; 4 � �' 'fit !k1 g k: % DETAIL A-A '/..4.• 1° a i�x' a �a . STEEL REINFORCEMENT r.'~' )' K:R p, ..i h PANEL REINFORCEMENT28.86%O a.: . .�`: ,..- :'.;::: ,: ■. �: �� �.� (0.023"fiickSteel) PEN AREA MAX. COMPOSITE COMPOSITE v� CAP STEELREINFORCEMENT LOCK STILE CAP o HINGE STILE INTERIOR R (0,023°TRK.) (ENGINEERED WOOD) cd0 0 A *#8 X2.S'PFH WS(TYP.©EACH DOOR CORNER) (ENGINEERED WOOD) NC) J ()HORIZONTAL CROSS SECTION 1 m F R 36.0"MAX.DOOR 35.813"MAX.DOOR 35.813"MAX.DOOR E' PANEL WIDTH PANEL WIDTH PANEL WIDTH m O TOP RAIL g g '' * (1) * * C.) * * CD * (COMPOSITGINEERED 3 1 I II I I WOOD) 0. p , -....,..,c•-,,,,:, I .> _ E cp -al i(-I 0 2 I-I I•I ED DWI D s •: STEEL REINFORCEMENT jr7 — (0.023"THK.) {': E. CO '. • a4 n 2 2 �I O ' I O N '.i.' •..i�f N _ ,3 i _ h • }• FOAM CORE V;.I'•:, z o ¢1 5 5 _ (POLYURETHANE- _ �_ S ¢ 1 ¢ 1 < I 1.9 PCF MIN.) m e m C 1 INTERIOR EXTERIOR 1- o O o INTERIOR EXTERIOR _ 'A `,—/ .—/ ._? �� ' i \ / i r+ ,i `moo• c FIBERGLASS SKIN -a '1 c ,',. (0.073"THK.) :°�' o m f / \ / / \ / \ / _ _>, /._ .\ _II ' :.II I s;: DATE 08/02/18 0 w I-1..71"--I B (COMP.)RAIL I-.1 :_--i N.T.S. c' 1.71" 1* D *I 1* D *1 1* D *l cwc sr LFs 3 1 O O O C)VERTICAL CROSS SECTION C)VERTICAL CROSS SECTION D1AtY'"NDi 0DOOR PANEL DOOR PANEL DOOR PANELF1-20470.1n 40 BOOK 41 HybrldOOor 42U1 Door N gSir 2 OF 11 0 1 --- -- ---- - - — ,,,VL ill./,'' --- ``k UV/ . 6` '� li ggesi3 CI1 1 4r In. d * isCCO -*S G)% 4 f/ 1r1 Illllf lli`0``` I 14/ N. /�k U N' �i \$ �o 8 X01 9 cw \"..".---7( \-/ 8 D: a a a . 1 'i:. .H.RDWA TABiE?::`::i. :iir .ii::,G 92 .1 tr., 2 2 2 ) %MANlFARE ''is:ii>:':isi.`[tC";:z'MODE':<:i% `ii:i:>:T;? 4 5 6 6 ', �3 3 3 6 U CTU R .. : 4.,.,:.....:: / \ / \/XT� SCHLAGE KNOB: F51 0_ DEADBOLT: B60 � R X Fz KNOB: SIGNATURE SERIES o } KWIKSET I o DEADBOLT: SIGNATURE SERIES(980) 1 m iti R SEE HARDWARE HOPPE MULTIPOINT:MPDGART m v $ CHART (THERMA-TRU) (3 pt.Manual Tongue) U m 0 Ed.- e. is 2 \ / lem o ; 3 o k cn i 0 0 a m 0 I ti p.m ,.... .1 �� 1. IIIII� k�a i.•ill f ( r ,-o I L ir�11. .-< < J m 1111���� v r I`' '!--- 1 onh:08/02/16 °z_ r+ L. r-vII ix 9= J r SCALE N.rs. 9 e DWO.BY: JK m' iFiber-Classic/Smooth-Star Door Panel Options CMG cm LFs 3 Panel options shown are for illustration and are representative only tim g (similar opaque panel configurations are allowed) FL-20470.1 a .2 N oSHEET 3 Ov 11 g 'R:\0iienis\Thezma TN PERMANENT\A-Florida Product Appmvais\FL-20470 HVHZ TT-Cumposit&C-Drawings ft 20470(7017)\FL-20470.1-3.dvg,4.1 T F.A 0 , z e C Mall UMW 0"= Mlle WI II 11911.Mtage 411 I I © `` =—mom o i;; Ilr.'"--=7115- 41.' "'' 0 O• f:`\ oa _i 0 � OQ 0 3, 8 73 o A Q , 1 PO m ,,,,,,,\‘‘‘‘..„v:.'„.,.,',,,,,,0 g v.'8 o , k. N) OmmB-.. 0e'yco 0 4 o 1. ° . m • O AW MA 2 Oe O 2 eA /- 1-1/4" MIN. P EMB./TYE.)e y 3 C) �d L, OS.'OQ - � MP i 8 i., .....„,......, Z I in "DJ ' n ,, > 5 • op o P O 0 • CO ,•� "••••vim•••r ', 77- -Gam No.43409 Document:: , 2T"7 .j�•` * %*+ T ERR S R PRODUCT: Prepared 9Y � •1: SLL7EDF ; 9 P§ O THERMA-TRU Lyndon P.E. F Schmidt :j0�• ttoRIO►::•O �� N / FIBERGLASS DOOR iI /O `�� o•p •Z o i�rF NAI....� $ to -1 Iv PART OR ASSEMBLY: w.BUILDING CONSULTANTS, I��jjj1 p in 1 7/14/17 UPDATE TO 6TH ED. (2017) FRC JK HORIZONTAL & VERTICAL ��/�/ P.O. Box 230, Vclrico, FL 33595 Cr: NO DATE CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197 REVISIONS FBPE CA. No. 9813 _ 0 201 6 R.W.CUILOINO CONSULTANTS INC. -;A. ',Si': "Z"-:"9 1 6 4.........A. ii r .o e `.. • `� .,-- -?''e 0 ,'••``` `2,M sTigiii >60 1X Buck to be secured to 0 . g M ll mil' 8 Pm masonry by others �� — -g a C E Z °Z U gg9O aore„,„ 'ai N0om �OOm °° EXTERIOR ,% INTERIOR y m R ED VERTICAL CROSS SECTION o pEn .Shown w/1X sub-buck I<n s, 43z Outswing shown(Inswing similar) a� m a8 Luo a O ?.1E50 Nvi 0 K O a a a . vo sc O sIlIizi1i �1«��Io o u 1 ,+I ' 6 h 0 O INTERIOR INTERIOR ,� 0 B g g. -2- gilt , z _ tg ' . .. littlif,ictiii ►� - III 7u, EXTERIOR EXTERIOR n ao PI ® 000 000 0 0 _z a° 1-1/4" MIN. 1-1/d'MIN. EMB.(TYP.) 0 EMB.pp.) num:08/02/16 i SCALE: N.T.S. r 22 HORIZONTAL CROSS SECTION DWG.GO JK m' 5 Shown w/1 X sub-buck O HORIZONTAL CROSS SECTION cMK.eenLFS $ Shown w/1 X sub-buck DRAWING O Outswing shown(Inswing similar) Outswing shown(Inswing similar) N FL-20470.1 - 6 SHEEP 5 or 11 z • - -- • — --- - - $ "- 011111 .. .....• ...... -...e, • ,... vtls . .ilfg 1 0 LS' I-----MAX. 0 . . .•• 1=C3Irt v It 1)10-z n 4......r. co %e.,4, ••• ,, ow 111111 ....•.., .." g 8 a! © ©_,...,,....__....,...:..... 0 - ---.. ...----.............- 0 V 11-.--"- J. \N., >.,: 1, 5 o r,,,i'•4 \iN 1 P'Euw 000 000 :.6 Li":g°i 5 z ExTERioR A INTERIOR ' iLici. % - EXTERIOR INTERIOR f..,. ..% A: , g is. I 1)VERTICAL CROSS SECTION °VbtswIngERTICAL CROSS SECTION 80 8 RI Shown Direct to Masonry Outswing only w/4-9/16 jamb Shown Direct to Masonr69/16y Jamb only w/ ' c'l 0 F- DIRECT TO MASONRY MAX.DESIGN PRESSURE: 1 53 kIt , g w/STANDARD STRIKE= t 55 PSF 45 E 1,t. .F. w/SECURITY STRIKE= t 65 PSF E 2, I 0 i `di g 1 r. 1 zLig 43R 0 i-i r'l _ 0 0 0 E9 ._i •,' in z. C? GI 2' ' •-•N i ci r. EN — INTERIOR r f \ CV 000 • • , • •,, - • 4,7: --k-. ....0 •,, . • i INTERIOR EP, 17) - tl. iiitillti ' '1111110k • 0 0 000 i • : , Q , vsys,N •E ti, i 0 ; 111/111 N 1 ' i 6 ° 0 .• lui!::,;w, : 1 n. d _ z t EMB,(TYP.1 • 1-1/4"MIN. • . Z.. 1 " g . • , EMB.(TYP.) I, 1 cy .: RI& N . RA ' .1-•kc n g 0 V ISITERIOR 0/1 4# % . EXTERIOR 0 (5' a ..- - Z ° 1 1-1/4"MIN. EMB.(PM.) 0 1. 1 1-1/4"MIN. . DATE 08/02/16 1 EMB.(TYP.) 0 scoma N.T.S. 4 so HORIZONTAL CROSS SECTION ()HORIZONTAL CROSS SECTION Dor.Rt, JK 6.. ci)HORIZONTAL CROSS SECTION (i'\HORIZONTALCROSS SECTION Shown Direct to Masonry chor.Fr* LFS i P Shown Direct to Masonry Shown Direct to Masonry Shown Direct to Masonry. Outswing only w/6-9/16'Jamb Outswing only wl 6-9/16'Jamb OWING NO.t ei 1 Outswing only w/4-9/16'Jamb Outswing only w/4-9/16'Jamb FL-20470.1 ; •0 snEr 6 or IL 0 M • - - --- - ---- - Notes: •• e 1.Sill Item#'s 17,18,19,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/2"pfh screws at each end. :0 A13 Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2"pfh screws at each end. L •r $ m Sill Item#15 is attached to jambs utifmng(2)#I0 X Z pph SMS at each end. =r.V. g * t i= n 7. %Ws• `� INTERIOR r s. EXTERIOR INTERIOR I %. EXTERIOR ' ��-I IIiiiv% �` z5..m d � l'` C 9 2mZU 000 0 000 �, N k m a l a SEE NOTE 1 1111111.1111 ®O® ®®©®® 13a SEE NOTE 1 Ir ,' I �■tr IIP .. p e e 0 Ny z 1 VERTICAL CROSS SECTION o W O y g O Inswing Sill 7 2 VERTICAL CROSS SECTION a a •� Inswing Sill o -am I£ EXTERIOR rr- INTERIOR ti ti k EXTERIOR /,' INTERIOR 0000 ©420C • o R cc e SEE NOTE 1 /` © SEE NOTE 1 / © o ►.HT1_ i�i�MI u j�'ZL ��i 'F_�41. I.. N ,. e ', .c1 p p �2 a BATE:08/02/16 °z_ sa!E N.T.S. O VERTICAL CROSS SECTIONVERTICAL CROSS SECTION DWG.B1': JK m F 7 Outswing Sill(Coastal Sill Shown) c- ,Pubic Access SE cKK.Mt IFS 3 DRAWING NO.: ¢ m n FL-20470.1 a- d SHEET 7 OF 1 1 e 02 ' ' R:\Cients\Therm Tru PERMANENT\A-Flodda Product Appmvals1FL20970 HVHZ TT-Composite\C-Drawings\FL-20470(2017)18L-20470.1.34w9,8.1 • I i g 3 "Q0 O ms In Z N 16"MAX. I I.1 G) I OC.(TYP.) 1 4'PP)—.--1 -- RP ^Cco ` ' 0 A n o 0 230 N j 13"MAX. I_ r I 4"(TYP.)—. .— I O.C.(TYP.) c II rn z ©©00 g J - / 0 O NI 1 411 D w 14"MAX. 6" P —HI IH- �� -I O.C.(TYP.) N G ? No.43409 S. 7.zrrG .p * '* 1 $y `g 3 q _ PRODUCT: Document,Prepared By: �.0•. gTATEOF ; E �j r THERMA-TRU Lyndon F. Schmidt '�j •f'LOg1DP....- `�� Ira I - o FIBERGLASS DOOR P.E. No. 43409 ���i77��/fOHA1..����` 4 t r— —I Al. PART OR ASSEMBLY: BUILDING CONSULTANTS, IIG�jjj1 I� p c N. 1 7/14/17 UPDATE TO 6TH D. (2017) FBC JK BUCK & FRAME ANCHORING P.O. Box 230, Vali-Too, FL 33895 rn NO DATE BY Phone No.: 013.859.9197 REVISIONS FBPE C.A. No. 9813 S 201 2 R.W.BUILDING CONSULTANTS INC. e 0T. O �N z° F;,0•� n 2X BUCK OEm O w0 ''',,+L/fill ll►�O`,`` y>,�ja SEE HINGE z d o 1X BUCK O .� DETAIL(TYP.) \_rt N.:z DIRECT TO ©—•r1Ii► �' Em g$g 0 MASONRY I� O n a 0.i v 'o=a V ' 4 mdalfl 2X BUCK® .►T IQ- I#� II 5. 1X BUCK O /M'�'. O SEE TONGUE I� ® § Oo STRIKE P.) 2X BUCK CO +�D DIRECT TO 0 m o PP.) d MASONRY 4 i3 p Mg- 1X BUCK O LATCH dDEADBOlTDETAIL ' `'00 _ • "� DIRECT TO ©-��I� v� Kwikset t MASONRY NW ® $ fie!ce SEE LATCH ID I y F 2X BUCK O &DEADBOLT SEE LATCH TONGUE UBpoInt STRIKE Lock 6-5 cA 3 C O DETAIL rn 1X BUCK d DEADBOLT h �� + DETAIL F? tt tt DIRECT TO 0AI". SUB STRIKE o m MASONRY _�, PLATE a a e o 0 2X BUCK O 1p m + ' ` 1X BUCK O c' a Ill �I'_© Latch I E JAMB HINGE HINGE JAMB STRIKE JAMB DIRECT TO RY©�,�I E BUCK0 Multipoint Lock ,�I v N 1 1X BUCK Oprifil N A DIRECT TO© - ® E :$ MASONRY O 2X BUCK LATCH&DEADBOLT DETAIL o C © MuOipoint Lock E. LATCH&DEADBOLT DETAIL 7X BUCK 22 z - '.t Schlage ii�� O DIRECT TO MULTIPOINT LOCK STRIKE DETAILS N . E. :I�I' MASONRY u 1. LATCH&DEADBOLT STRIKE DETAILS [glib,*--. DIRECT TO ,II : a E. (Standard Deadbolt Strike Plate) k�•-- © MASONRY ��/ `i® �� r j, Z U z 0 c 08/02 1s o i DEADBOLT STRIKE DETAILS HINGE DETAIL F (Security Deadbolt Strike Plate) Dwc.rem: JK m a m: IFS 3 DRAWING NO.: D: C FL-20470.1 a a SHEET 9 of 11 g & 7S' cai 4.56" ^ 4).-- -...%SI, 0 7.5T ::°)• i Z.__....._...........____ _,,.._...............„.Th..... i 7.0: Sr * 10::.3 -Jr,n h-236"—. I ihfillitc• u) z dm o OINSWING THRESHOLD 37 INSWING THRESHOLD k' 8 R•.z 32 Inswing Basic Fixed 7-1/7'SRI O WOOD JAMB x z° Inswing Basic Composite Adjustable Sit 7-1/2' 1 a i a c m m 4.56" I C W N I N j O= 4.56" I- 5.83" - LL m d o 4 t r a.=-- . I .. 1 :r.r j • y.. m (cisl OUTSWING THRESHOLD ao o' INSWING THRESHOLD INSWING THRESHOLD Composite SBI a o yqs OInswingBasicFixedSill 38 Inswing Composite Adjustable Sip MAX.+85FSF KIrn z (where water lnfltratlon Ls required) ma 1.-- - 5.75" o 5.77" q !r4 4.56 " �m o t ,,‹:,,,,.::,;;,,,.::_,,,,,,,„,4,,,,,,.:,," • ' .._ I....-',44q.:.��hz�. - •', .•Y etaiC`°e iu _ re 3 OINSWING THRESHOLD J ,; Inswing Moderate Climate Sill 13/8"E. O INSWING THRESHOLD ->m 39 OIHSWING THRESHOLD Inswing Basic Composite Adjustable 55 i i Composite/Aluminum Sill jti E -. 5.75" 5.75" f y R. �) iu 6.0" /� 4°+ EnN FitO R re g .� � 1 O OUTSWING THRESHOLD j-" e 6-11")INSWING NE Il Composite/Aluminum&II a 35 Inswing Moderate Climate Sill (Thermal Break) % i 1 5.75" 15 PUBLIC ACCESS THRESHOLD 4.56" - v w a E' - il "- -•2.36" ^ap o �11 7�• +;=,,..,......3-..,:".,;:;.'7,-, I F _z u m 1 _ ...::^f'v?,-;,...`'ii,r,.�..5. : �.i ]_ i 3 E:' 02/T6 iII T 1�! .Ts. 9I---1.79"— F -1.97' 1-.—206" T—, : JK n 3.. Inswing Basic Fixed 53/4"SM o mix.er. LFS c O COASTAL OUTSWING THRESHOLD DRAM No.: m o ()SWEEP O SWEEP C SWEEP o 9 Wood/Aluminum Hi FL-20470.1 0 N .42.1' Sh4ET_1_0_OF� - Q ------ -------- - - - --- ---- --- ---- -- - - -- — -- � ,'1 1K 7910 -- - BILL OF MATERIALS BILL OF MATERIALS REM# DESCRIPTION MATERIAL REM# DESCRIPTION MATERIAL C�r A _ ,°i' A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL g.t • * 1 g?Zai 2 B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL N t Z 4'�'.9 m C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'�,> -•..- - -' ,+`.`� x m n D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 _DEADBOLT STRIKE PLATE STEEL �',, '''''''� 5.>`0° ico E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SECURITY SUB STRIKE PLATE STEEL ,qrl 'I'��,` o R z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL ` a a o G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL .i E m a m o 0 J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP \c 1 jd 9 d o a I. #10 X 2-1/2'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP LL d \°L. M 3/16"X 2-1/4"11W CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E o? ��— N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP g ka 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP • 6 WEATHERSTRIP(MEDIUM REACH) FOAM _ 35 INSWING THRESHOLD ALUM/COMP t 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 7g A 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP(USE W/PUBLIC ACCESS'THRESHOLD) VINYL 39 INSWING THRESHOLD _ALUM/COMP § m a 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - 4W o _ 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) _ * - .. m 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) - e. 18 OUTSWING THRESHOLD ALUM/COMP & i 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD a a 22 #8 x 3/4'PFH WOOD SCREW STEEL i' 23 #10 x 3/4"PFH WOOD SCREW STEEL 24 #10 x 1"PFH WOOD SCREW STEEL r 8 __ G m CONCRETEANCHORNOTES: w o I. Concrete anchorlocatlons at the corners maybe adjusted to maintain the mi. N edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER-must be adjusted to e maintain the min.edge distance to mortar joints,additional concrete anchors H may be required to ensure the MAX.ON CENTER"dimension are not exceeded. ' 3.Concrete anchor table: % i 2 i.ANCHOR ANCHOk MIN MIN CLEARANCE MIN CLEARANCE: a TYPE SIZE. EMBEDMENt TO MASONRY TO ADJACENT; a w ,, ..:.....::................v...........-... .::::::...........::-.:.-.,.:..EDGE'::.....:.... :.:::ANCHOR-i..;1..: \o z TAPCON- 1/4" 1-1/4" 2" 4" ,_O n Z U ELCO ED 1 ULTRACONe 1/4" 1-1/4" 1" 4" 08/02/16 0 ITWa..,r. N .S. PCON® 3/16" 1-1/4" AS SHOWN 1-1/2" on.ef: JK 0, CHK.et. LFS WOOD INSTALLATION NOTES: DRAWING o. I.Maintain a mTnitrhom-6/8"edge distance,1"end distance,8 1"o.c.spacing of 0 gwood screws to prevent the splitting of wood. F 20470'1 0 2 jjoF 11 N 15z