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HomeMy WebLinkAboutProduct Approval-FL20468-r3 1 door with glass 11Y26/201d Florida Building Code Online --- --1::° ,, si P4Cf ICA OdPARTMRBt}'OP . °''"-': Business & Professional Regulation �� - ,» � ..a.�� � .ze ...g.., �_a. :. . it av AgriieSstt farms LSJOi5 of 7 i� BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I &CIS Site Map I Links, I Search I dbpr a RECEIv acEl Product Approval USER:Public User NOV 2.6 2 : lil Product Approval Menu>Product or Application Search>Application List>Application Detail Pe:Mit-ting D Sr'Lode 4.&Pic cIF HE FL# FL20468-R3 Coyn ®nt oit6FPY' .E. .� Application Type Revision Code Version 2017 �I 1 1 . Application Status Pending FBC Approval 1 ? Comments 1— Archived L` Product Manufacturer Therma-Tru Corporatio, Address/Phone/Email 118 Industrial Driv- C.°) Edgerton,OH 435 (419)298-1740 rickw@rwbldgco sultants.com Authorized Signature Vivian Wright rickw@rwbldgcons. ants.com r Technical Representative Address/Phone/Email Quality Assurance Representative 012 Address/Phone/Email Category Exterior Doors \A g (:it9-C ,. Subcategory Swinging Exterior Door Assemblies ILI p Compliance Method Evaluation Report from a Florida Registered Archite r a Licensed Florida �I Professional Engineer SEL 3 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. 11 Evaluation Report ,' Florida License PE-43409 i Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 3. King,P.E. kl Validation Checklist-Hardcopy Received Certificate of Independence FL20468 R3 COI (c) Certificate of Independence.pdf i Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2006 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By 1 Florida Licensed Professional Engineer or Architect https://floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDgsJ9a49YAgXJvPDe9aJxCeipM1x3L49Ji2bmWnAMJJdAw%3d%3d 114 11 11/26/2018 Florida Building Code Online Smooth-Star Single Door with Sidelite(s) (Inswing/Outswing; XO,OX or OXO configurations) Limits of Use Installation Instructions 'j Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.5.pdf i' Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 I Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 1 Other:See INST 20468.5 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20468.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or • painted within six months of installation.) Et 20468.6 f.Thermo Tru Fiber-Classic and Nominal 8'0"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: No FL20468 R3 II (e)Inst 20468.6.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 20468.6 for Design Pressure Ratings,any FL20468 R3 AE (d)Eval 20468.6.01 additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"3" part numbers for these doors,which have been stained or , painted within six months of insta •.. 20,• - g.Therma-Tru Fiber-Classic and . Nominal 6: "Impact"Glazed Composite Edge Fiberglass Single -gli�_ Smooth-Star Door(Inswi, g/Outswing; X configuration) '1 Limit •f Use . Installatio Instructions I A•.roved for use in HVHZ: No FL20468 .3 II (e)Inst 20468.7.pdf it pproved for use outside HVHZ:Yes Verified :y: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Crea -+ by Independent Third Party: Yes Design Pressure: N/A Ev• ation Reports Other:See INST 20468.7 for Design Pressure Ratings,any L20468 R3 AE (d) Eval 20468.7.pdf additional use limitations, installation instructions and prod Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door.- =ls, this product approval requires the use of"3"pa -.mbers for these doors,which have been stained or ..-• ed within six months of installation.) -......."------ -1- a� 2068.8 h.Thermo Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Single Smooth-Star Door with Sidelite(s) (Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.8.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 II Other:See INST 20468.8 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20468.8.0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes ''I1 particulars. (For Fiber-Classic and Smooth-Star Door and '� Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) I 20468.9 i.Thermo Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) i Limits of Use Installation Instructions !J Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 1 Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other:See INST 20468.9 for Design Pressure Ratings,any FL20468 R3 AE (d) Eval 20468.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"3" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.10 j.Thermo Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Single Smooth-Star Door(Inswing/Outswing; X configuration) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL20468 R3 II (e)Inst 20468.10.�df, Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 � Impact Resistant:Yes Created by Independent Third Party: Yes i https://floridabuilding.org/pr/pr_app_dtl.a;px?peram=wGEVXQwtDgsJ9a49YAgXJvPDe9aJxCeipM1x3L49Ji2bmWnAMJJdAw%3d%3d 3/4 I : ' • ``0111 t 111_ l,„ 1HERMAI1RU® _° • „, 0 ▪ u DOORS ..Ur.• a v .a _,rn LL . '' -•• 4.` Fiber-Classic. & Smooth-Stara • >• . .' ` Faro - -- -- Q '. 0 N A Z 4. O P a --Z-o Z V —_ EC° .4000 4 COMPOSITE EDGE 3775""^ ^ I"1 m aa� OPAQUE FIBERGLASS SINGLE DOOR [ FRAMEWIDTK 3 gl INSWING/OUTSWiNG • ' - a "IMPACT" re 0 li!il IMI Mz 5 GENERAL NOTES 0o c & & I a oz 1. This product has been evaluated and is in compliance with the 6th Edition z 1 } <Lu A (2017)Florida Building Code(FBC)structural requirements excluding the High q - § Is m �•,oy 16▪ Velocity Hurricane Zone'(HVHZ). o-- 0 za N Wvs • 2. Product anchors shot be as listed and spaced as shown on details.Anchor g -o X=O M o o embedment to base material shall be beyond wall dressing or stucco. u _= o i▪ 3. When used in areas requiring wind borne debris protection this product 3 compiles with FBC Sections 1609.1.2&R301.2.1.2 and does not require an , s'.,m impact resistant covering.This product meets missile level'0”and includes Wind 1 Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R3012.1.2.1. $ a H 4. For 2x stud framing construction,anchoring of these units shall be the same as z o 2 that shown for 2x buck masonry construction, r - F o8 0 H 5. Site conditions that deviate from the details of this drawing require further z w zo 3 engineering analysis by a licensed engineer or registered architect. d d m A ale -- . 6. Fiber-Classic&Smooth-Star Door panels require the use of°J"part numbers and :e c o g must be stained or painted within six months of installation. 6 laa� CS¢. R• Oii Li n TABLE OF CONTENTS o: z 1 SHEETS DESCRIPTION CO• ^ 1 Typical Elevations,Design Pressures&General Notes ousn 2 Door Panel Details o m 3 Elevations DESIGN PRESSURE(PSE) DESIGN PRESSURE(PSF) 0 4 Horizontal&Vertical Cross Sections(2X Buck LOCK INSWING OUTSWING "'5" a DATE:08/02/16 i 5 Horizontal&Vertical Cross Sections(1X Buck CONFIGURATION HARDWARE 6 Horizontal&Vertical Cross Sections(Direct to Masonry) POSITIVE NEGATIVE POSITIVE NEGATIVE i 7 Vertical Cross Sections(thresholds) sum N.T.S. X Latch&Deadbolt +67.0 -67.0 8 Buck&Frame Anchoring +67.0 -67.0 owe.BY: JK m e — 9 Hardware Details By: 1 10 Components X Multipoint +50.0 -50.0 +50.0 -50.0 DRAWINGNO.:Lis rc 11 Bs of Materials m E. See Sheet 3 for Hardware Specifications FL-20468.1 0 - 40 - --__ _ _____ _ _ _ ____ _ _ _ ____ _ _ _ SHEET aF1 N — K • 0111111,14, , i 0.5 EXTERIOR 1.198 0.406" EXTERIOR 1.198" •a• \ L . 1.198 1.875' -1 0S' 1.198" 1.875' 0.406" Y'°� _ M A oo =N: 6 ��ugh) i u a 11 _ r�a�r u� U U '7- 1 !! � z �Q;:O �a i4' y R T it jsxr COMPOSITE -�� COOSE.. IT,t, CAP " 1111 m t , e: 1�1 •I o^o co z. m S 0N•,Z INTERIOR LOCK BLOCK STILE LOCK BLOCK \STILE ' o x Z'4 COMPOSITE HINGE STILE (ENGINEERED WOOD) COMPOSITE HINGE STILE INTERIOR o lb Z(12.5 LONG LVL) (125"LONG WOOD) (ENGINEERED WOOD) ^ -ug o 9 , c o7Rt maa� 2 HORIZONTAL CROSS SECTION °HORIZONTAL CROSS SECTION 1 a z° POI Z n FF.. a TOP RAIL o S (COMPOSITE/ENGINEERED I§cf . w WOOD) , m zd g 36f MAX. 35.813"MAX. 35.813"MAX. o- DOOR DOOR — DOOR 1'';'r;<:,. r:;..f; ,.:: 12 12 o PANEL WIDTH PANEL WIDTH PANEL WIDTH z,.rc'-scV tom" '` + b m cc o 3 I , o o� CD 0 CD t $. o . g m d d • o a a 8 '.'r.'' '''..I: FOAM CORE :'y: .>•m -_ — _ ____ (POLYURETHANE- a 1 (Ii.) CD1 �� `I '`. 1.9 PCF MIN.) kx o E �i o o _� o T 2 _, I ( I 'I I z Zo� I — -- INTERIOR EXTERIOR 10 EXTERIOR 0 \_. �� °i_1r"-- --;- INTERIOR-I i k FL01-N co Fri O iziZ S h T 1 h vi 't. O W g ¢ L if- ,r ••• .. azd�o 8� e c. ® $ _ i FIBERGLASS SKIN...-----." KIN/ co o e 1 g o / \ ® o' / .\ - o / I J® a: (0.073"THK) o 2w. ry'y�li X x X tiJI d f. Y.. 00 is ' • • [ ��11,�w o BOTTOM RAIL I I o.-^Q F n fes--1.71"---1 (COMP.) h-1.71"---I o N m °VERTICAL CROSS SECTION 44 VERTICAL CROSS SECTION "'w2 z r, / \ / \ r' \ \ / \ i \ 08/02/16 i Eric. N.T.S. ° 6 F , , DWG.BY: ,Jl( 9 D D D CHK BY: LFS 3 DRAMo No.: K € 40 DOOR PANEL 41 DOOR PANEL 42 DOOR PANEL FL-20468.1 a o BOOK o Hybrid Door o Ul Door 1 -- - - ----------- SHEET 2 or- I ii-,--1;5..................0 N•., z * •O3. LL W4 C 6ED �i�5•' `�. 1. m ro t4,,Rocii fir/ 1110 z ...2. 0 n 0 " U N Z ISI v pLEZZZ o, m a oh, -c°a dcf.E / c°Z ii;::HARDWARE TA RD A7A LE. z'� i>sf?G { . ;,ii Ov� 51 TTTED {NUf`ACTURE!!+' :: :(i: ; .M.:... L . ...... a b iM® 3 3 3 � F. � � \ 41 4 5 6 0 SCHLAGE KNOB F51 o N DEADBOLT• B60 o S �_�X � KNOB: SIGNATURE SERIES i to co2 N / KWIKSET DEADBOLT: SIGNATURE SERIES(980) 1 m e Wo g, SEE HARDWARE HOPPE MULTIPOINT:MPDGART m w s CHARTHERMA-TR (T U) (3 pt.Manual Tongue) j o o z t a a 1 \ F \ in y I> Q D TC) oGo dza o zd$ _ aam Ax rc Q ri L-- r---* I" f ( te E(VIII. �� /���mom 0 II � ^ a _ .- i r IW- Q 1 I til ,,IS„INN ) i MI N�0 . k-'y' SCALEF1ber-Classic/5moofh-Star Door Panel Options N.T.S. g iE Products approved include all embossed and recessed panel doors. w eY. LFS # I Similar opaque panel configurations are allowed. DRAWINO no.: Panels shown are for illustration and are representative only. FL-20468.1 o cv — — SHEET3 or 11 a RADSents\Thoma Tru PERMANENT\A-Florida Product Approvals XFL-20468 WBDRTT rc SS Impact-Composite\C-Drawings\FL 20468(2017)-CURRENT\R-20468.1-3.dwg,4.1 • m 7- :O? • •. . > n n • ppb • p. d 4Q o I all ►1 o 0 . 0 8' y f B. m 0 b GI * MIa _ 7 o E 73 A AI e o G 9 a 410m0 a b a z 1 y Qo mfgM cif N U 4' 0 kemxI , tk.lyP.t5. XI ;1U 1> :12 a va • O 3 XI 2 0 o a p 1-2EMB.I4"M(TYP.i lN 1' oy s • Nip 1 �n 0 N�MFIanliii I 0 dill . Er Os IIIII MIA 1 1 in ° .arc = . z v c . . . o = > • T m > D. m 01 o P o >v o q Rf O o Q P';',: 200011111iiiii 10/09/113:7M'r.,`.--* n PRODUCT: Documents Prepored 9�rr r,.'�i STATEOP rM _ THERMA—TRU Lyndon F. Schmidt rrr Ri.ORt9* �♦� I n R g m FIBERGLASS DOOR P.E. No. 43409 �'1 /u,�� ♦♦ ii' N 5 z\ 3 10/08/78 REV. DOOR PANEL OPTION NOTE MT /iii itt\�l� o 4,`" -i N 2 11/15/77 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: Q�{�BUILDING CONSULTANTS. INC I- rp 5,c Ui.N 1 7/17/17 UPDATE TO 5th ED (2077) MC ,BY HORIZONTAL& VERTICAL JL- P.O. Box:230. Volrico. FL 33595 I-. or NO DATE CROSS SECTIONS (2X BUCK) Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 201 6 R.W.BUILDING CONSOLTANTO INC. I R:\OIents\Therma Tru PERNANENT\A-Plana Product Approva6\Ft-20468 WBOR TT FC Ss Impact-Composite\C-Drawings\FL 20468(2017)-CURREN791-20468.I-3.dwg,5.1 I , m ,' m I 0 . . O d o • _ a. Q.d . aa. :, Gil . -4 : . :. mi WI 1 0'^3C rl� allainr It s p n >r 0 e a M 3 >C m W o o 77 Pv A p- 0 O 11�a • a oS1 C y 1512 co 171 4 Ea: O -Z m a n , v v9 • a Z o 0 11211 1 ,no micatiorm 1.A 1.. I.• II. '..... ,,..... co . �t, 0 IPA 111111111."—= SIM i 03 G4 ii g Fb ° �: • • sm 0 `\`�*..2tit,ld�'r ice ``' v No.a340 ••r :i � * "= • 10/O9/18�1� ¢ o PRODUCT: Oocumert Prepered By: it SINE OF $ -n -- g tg. THERMA—TRU Lyndon F. Schmidt; ',�� `•.:;XORlt3.`...... ` I $ FIBERGLASS DOOR P.E. No. 43409 1 ���/rt� �A',t.1 I 8 o \ 3 10/08/18 REV. DOOR PANEL OPTION NOTE MT t o -p'' zt N 2 11/15/17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: tQ BUILDING CONSULTANTS, l�� Iy 5 to\ 1 7/17/17 UPDATE TO 6th ED(2017)FRC JK `�WP.O. Box 230.Vairico. FL 33595 or NO. DATEHORIZONTAL & VERTICAL Phone No.: 813.859.9197 REVISIONS BY CROSS SECTIONS (IX BUCK) FBPE C.A..No. 9813 ©2016 R.W.Bu14a;NO CoNGU ra.NTe INC. ```.N\1111�111I 1p���''''4 I mmI}L iii�••••'•. -s.� a c'�D n o. 0 � . CI JO $ 8 _ " r''r—� Em Z m v /� V j v u 9 °cw •a �O\fr� .:: �OO Na Viii i / / gg CZ 0 8v 8 3d EXTERIORy INTERIOR EXTERIOR RJTERIOR' a 8o 1 VERTICAL CROSS SECTION O VERTICAL CROSS SECTION D: R 6 Shown Direct to Masonry 6 Shown Direct to Masons/ 0 0 Outswing only w/4-9/16'jamb Oufsvnng only w/6-9/16'Jamb DIRECT TO MASONRY MAX.DESIGN PRESSURE: I N } '�F- w/STANDARD STRIKE=±55 PSF IS m auJ w/SECURITY STRIKE= ±65 PSFm o w .. a y g 0 0 Q >i, O Q Q »� i 0 0 w 8 1 y EN INTERIORAgli g o 6 r. a0 Q °F N to 'os a a a 4ja� O 3 IBillri =J �� • I / INTERIOR ` zQ ill a) M Mil q►u�i;\�� \ 1111111 1pT0; jfj 000 ral II °''. g 1-1/4"MIN. illt reti \ III i 00 c i EMB.(TYP.) EMB.(Ir.) I Il Alli& \\\\ �1 \\ m 1111 m r, CO EXTERIOR \ En EnJo n© • © 0 N z EMB.(TYP.) ETERIOR Z o CO 1-1/4'MIN. DAZE 08/02/16 i EMB.(TYP.) SCALE: N.T.S. o O HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION M'o•Sr. JK cp HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION36 Shown Direct to Mason7Shown Direct to Masonry 6 Shown Direct to Mason 7 Outswin Iron to 6--9/16'jamb CHK. LFS € Outswing only w/4-9/16'jamb Outswing only w/4-9/16}'jamb Outswing only w/6-9/16'jamb g h' I DRAWING N0. c FL-20468.1 6 0 r7 SHEET 6 of 111 a Notes. `��� A! i 1.SIII Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X2-1/2'pfh screws at each end. .. k ` • '. Sill Hem#'s 16&33 are attached to jambs w/(2)#8 X 2-1/T pfh screws at each end. i. S , m Sill Item#15 Is attached to jambs utitrzIng(2)#10 X 2'pph SMS at each end. S; J— N INTERIOR EXTERIOR INTERIOR EXTERIOR ,'*// ..*Pt v, �� Co>'M 8 r �� / �• X ERIOR m zo o m o \V. o Z .: c, y a 000 O 000 p. 90`o- 0 SEE NOTE 1 WA1�T,� 000 © SEE NOTE 1 - .00000 EL! r-Av r ------,.....r.A„.,E._._.____ „ _ y. ;:etc �ti .,,,;;,,,if'.::;:',i.'. ;: 9 fx 40 0 0z E g ' p W 1O VERTICAL CROSS SECTION • o 7 Inswing Sill O VERTICAL CROSS SECTION a 7 Inswing Sill ti E W m T EXTERIOR / v- INTERIOR z " EXTERIOR / %- INTERIOR II`' ^n �o 0 3 Omm O m®m mmm d Z e o $ 4I rn ram EX 5 SEE NOTE 1 /::*'X... � © / ® © o ti v SEE NOTE 1 8 8 w 1.1111111B • Ex z Et)E:::n m FQm ° D o n . °1. • s a °° n`y'-0 as a DASL 08/02/16 i 0. O VERTICAL CROSS SECTION SCAI N'�K m e Outswing SID VERTICAL CROSS SECTIONova Er* Cii) Public Access SE CHK DY: LFS DRAWING NO,: re a FL-20468.1 0 • R:\Olents\Theon Tru PERNANENI\A-Florida Product Approvals\FL-20468 MDR TT FC SS Impact-Composte\C-Orawings\FL 20458(2017)-CURRENT\\FL-20468.1-3.dwg,B.1 3g —xi co o Iv o Z T O !4C • o O . ti 16"MAX. _ 4"(YP.)—►I O.C.PP.) i' =i, 7 V • a • N z A n O k ;1) 3 Z mi �_ 13"MAX. J 4"(TYP.)—.-111 O.C.(TYP.) • 03 .- Il i 9• n n 99 0©00 Z tp ma O O mx 0 -I _13 o • 14"MAX. O.C.(TYP.) 6„ —H Fes— . ' va z co x L,N Na 43409 * :*= 10/09/18;13 1. PRODUCT: Documents Prepared 113$ 1��= surf OP TNERMA—TRU l mdon F. Schmidt i/� •.•Sp p1.•' . ! rI 0 g 5 m FIBERGLASS DOOR P.E. No. 43409 ///S8 p• Co NOP Z\ 3 10/08/18 REV. DOOR PANEL OPTION NOTE MT /////ONAl.�; 0 E. 2X BUCK O O N O '''''i/•/ 1111 "" „2;m SEE HINGE IX BUCK p _ .. _ ._ DETAIL ^I °0 a n m z �___ a_N_•.__ DIRECT TO — o 5 o x 2 d a MASONRY©�•' I� \v\ ne oldOo 9 m c w g II maa� 2XBUCK0 ` oz° 1XBUCKp .M ^� O SEE TONGUE ILl 1 u *� a:0 a o STRIKE DETAIL +I 2X BUCK a DIRECT TO© ��� 0- Eo tp SITTNTRIKE _ 0 MASONRYea i PC. v 1X BUCK p a LATCH&DEADBOLT DETAIL •/� `V m N= DIRECT TO ©-•iIi 0 o , C KwlkYet + n 1 I i f MASONRY �I� RS g / o A SEELATCH/ f iD _ TONGUE STRIKE DETAIL § W g 2X BUCK 0 8 DEADBOLT SEE LATCH Multipoint Lack ILc� o s DETAIL E.DEADBOLT �� y Oel o Ix BUCK DETAIL j o L3 DIRECTO 4� •SUB STRIKE o S MASONRY �tl PLATE I n El2X BUCK Op17 -a m 1X BUCK gJI c o 0 icl' _© STRIKE JAMB HINGE JAMB STRIKEJAMB DIRECT TO z o n 2X BUCK® Latch and Deadbolt Mulhpant Lock MASONRY lill t © o o us 1 IXBUCK p . ® � ¢ , cg S DIRECT TO© /�� a a io cg g MASONRY O 2X BUCK LATCH&DEADBOLT DETAIL o B 0 ce 0 p Multipoint Lock o y� LATCH&DEADBOLT DETAIL 1X BUCK U? o • Schlaga �� R ©DIRECT TO m ix MASONRYMULTIPOINT LOCK STRIKE DETAILS CO^r`g LATCH&DEADBOLTSTRIKE DETAILS ff�UI�► DIRECT TO It`s a zE (Standard Deadbolt Strike Plate) Mc•� © MASONRY �' fir~® o U I. M N^C U DAM 08/02/16 z 1 DEADBOLT STRIKE DETAILSscn N.T.S. HINGE DETAIL 2(Security Deadbolt Strike Plate) • DWG.BO UK a CHK.er: LFS 5 DNAWING N0. Q• � FL-20468.1 m M N0 o — saw--9_GF 11 a rn 4.56" ``Zia/ 8• �YIIN e....}'� m 7.59„ F 7.5" ^i I 1 0: a rii,?, wit N 11,1 J.111 y - ,Yi-T..� -tli- _ �I /•'•... • ` Y 0117 j— . ", rj:k G ` .: _.. ,. _ 2.36" ''',/ *PO... ti'n i O INSWING THRESHOLD (;;)INSWING THRESHOLD $g•y O N 32 Inswing Basic Foxed 7-1/751 O WOOD JAMB - C7-Ali c� x i q Inswing Basic Composite Adjustable 51i 17-1/2" V 7-$ E w z m° a 4.56" 4.56" 5.83" 8b.: m n.e. Lilt 1 . } wf,,,,,,,,,,..47,.....i.o. i t pp.-Ai. ti4:: l i r% 4 n a_' c 33 INSWING THRESHOLD 38 INSWING THRESHOLD 6 OUTSWING THRESHOLD zo Inswing Basic Foxed Sill Inswing Composite Adjustable SBI Composite Sill ''' J z E 5.75' I., 15o E o s III. 5.7G 7' 4.56" co prnn -;J C S .4 I SWING THRESHOLD ;: :.Y = ------ Y,m Inswing Moderate Climate Sill 1-3/8" 39 INSWING THRESHOLD Inswing Basic Composite Adjustable SIB7 OUTSWING THRESHOLD o 0 Composite/Aluminum 211 z z-. 5.79' sz E Q N } 0z z 1 LIR 6.0r – o t$ rr— 5.75"• $ 2 INSWING7HRESHOLD mo.-,;i'='?`.", g 35 w Int y «,;.:. w a d Inswing Moderate Climate Sill CC o:Z Z O OUTSWING THRESHOLD °0^^ w PUBLIC ACCESS THRESHOLD 1 Composite/Aluminum NI �c.i, Q 1 I r 5.75" 5 (Thermal Break) •.::::,-I– a J J— ,:i,, : , .'0-..p, r ,r ._.jam.`," mae 08/02/16 i SEAL� / I I4 N.T.S. _. INSWING THRESHOLD T-4----1.79"--�{ I-�1.92' 2 06�. DWG.BY: JK m 36 mac.en LFS 3 Inswing Basic Fixed S-3/4"Sill aci d o SWEEP d DRAWING NO.: 0 O SWEEP 0 SWEEP 10 'FL-20468.1 - - _ - a Ht10 OF 11 0 c BILL OF MATERIALS BILL OF MATERIALS �� '• ... REM# DESCRIPTION MATERIAL REM# DESCRIPTION MATERIAL ^."4, S ti` m A 1X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL =0:1 a * •`Zzai B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL ��y: Z ',42 4 rcil C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL -•> •..•_ ..**V . D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL ',��rr pP0��`` I- m E MASONRY 3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL r ""'m' a d m Z --- — --- 301 OR HOLLOW-BLOCK-CONFORMING TO ASTM C90 - 28B - DEADBOLT STRIKE PLATE(SECURITY) STEEL 47:. .. o N o G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL 2 E W g .z� I J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 1 H n -Q r a L #10 X 2-1/2'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) m a a{a STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 13 A M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP • o z N 3/16"X 2-3/4"ITW CONCRETE SCREW , STEEL 33 INSWING THRESHOLD ALUM/COMP 1 ga qT 1 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �o s9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP y 0 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP g m §, g 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - it W o 3 __ 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) -- - m 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) - g o m e 18 OUTSWING THRESHOLD ALUM/COMP & a. a 22 #8 x 3/4"PFH WOOD SCREW STEEL • a F yr 23 #10 x 3/4"PFH WOOD SCREW STEEL z-, m E 24 #10x 1"PFH WOOD SCREW STEEL • H o zIS,n R US 1 CONCRETE ANCHOR NOTES: o d 2 2 s 1.Concrete anchor locations at the corners may be adjus:. •ma ,n the min. a as m d$ N edge distance to mortarjoints. I. cc i 2.Concrete anchor locations noted as'MAX.ON CENTER"must be ad.. .d t• o maintain the min.edge distance to mortar joints,additional concrete a -.ors o e may be required to ensure the'MAX.ON CENTER"dimension are not excee.:... 13¢ 3.Concrete anchor table: ct E j i •re tl :c y:asr::::;,-,;.; .: ... :'MIAMEARAP CE:'MIK`tteARA@TC°t: in A'N'. HO:N4i d'NGIOfi 31`i;aMlAt::.:: . \��w TO MA5L7NRY TO AIDIAL'ENT::. m m F a TYph........ SIZE PM13 M1 V1 ..............ELYQE• aN.CHOR..:i%i:o \�--o t _ -- TAPCON® 1/4" 1-1/4" 2" 4" n .-No a ELCO . ,",A o ULTRACON- 1/4" 1-1/4" 1" 4" ° ^/02/16 0 N.T.S. d a ITW a 3/16" 1.1/4" AS SHOWN 1-1/2" . . JK m f TAPCON QM BY: LFS__ $ i • OOD SCREW INSTALLATION NOTES: 1.M afn a minimum 5/8"edge distance.1"end distance,& DRAWING NO., 1"o.c.spacin•• ' m woods ws to prevent the splitting of wood. FL-20468.1 a __-SHEET 1 OF t_t N a