Loading...
HomeMy WebLinkAboutProduct Approval-Door -iz.grytravri7,4,-. • , -VW traUSjimksi,A,Piofes*tatig#91ilaboTIP; -04.niialmwefial),A SCIS Home I Log in I User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us I 8C15 Site Map links f Search , db r tt tiusER.pubrc us P7,4 Product Approval . er 4.11,/Attne Product Approval Menu>product or Application Search>Application List>Application Detail TaP.VAZIL. tArt., ettkte40.04" # 73-470-R1 soetb Application Type Code Version 2017 Application Status Approved RECENED Comments FEB 1 9 2018 Archived Permitting Depart St. Luefe c91:Intinyeat' 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 • Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El 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 3.King,P.E. i21 Validation Checklist-Hardcopy Received Certificate of Independence F1,20470 pi COI (b)Certificate of Independence.odf Referenced Standard and Year(of Standard) Standar Yaps ASTM 01929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 • 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 ASTM G7 1997 r TAS 201,202,203 1994 Equivalence of Product Standards Certified By Other:See INST 20470.5 for Design Pressure Ratings,any FL20470 Ri AE (b)Eval 20470.5.pdf additional use limitations,Installation instructions and FL20470 Ri AE (b)TT Plastics.2,pdf product particulars. Created by Independent Third Party:Yes 20470.6 f.Therma-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:Yes FL20470 R1 II (b)Inst 20470.6.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 20470.6 for Design Pressure Ratings,any FL20470 R1 AE (b)Eval 20470.6.odf additional use limitations,installation instructions and FL20470 R1 AE (b)TT Plastics.2.pdf productt a�culars. Created by Independent Third Party:Yes 20470.7 g.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed 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 20470.7.pdf Approved for use o - .- VHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resi :Yes Created by Independent Third Party:Yes , Design Pres- re:N/A Evaluation Reports Other:See IN .• s. for Design Pressure Ratings,any FL20470 Ri AE Lb)Eval 20470.7.odf additional use limitations,installation instructions and FL20470 R1 AE (b)TT Plpstics.2.odf product particulars. Created by Independent Third Party:Yes 20470.8 h.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed 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 FL2047Q R1 II (b)Inst 20470.8.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 20470.8 for Design Pressure Ratings,any FL20470 Ri AE (b)Eve!20470.8.pdf additional use limitations,installation instructions and FL20470 R1 AE (b)TT Plastics.2.pdf product particulars. Created by Independent Third Party:Yes 20470.9 i.Therma-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) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20470 RI II (b)Inst 20470.9.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 20470.9 for Design Pressure Ratings,any FL20470 R1 AE (b)Eval 20470.9.R.df i additional use limitations,Installation instructions and FL20470 RI AE Cb)TT Plastics.2.odf product particulars. Created by Independent Third Party:Yes 20470.10 j.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed 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 20470.10.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 20470.10 for Design Pressure Ratings,any FL20470 R1 AE (b)Eval 20470,10.odf additional use limitations,installation Instructions and FL20470 RI AE (b)TT Plastics.2.odf product particulars. Created by Independent Third Party:Yes 20470.11 k.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed 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 20470.11.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 20470.11 for Design Pressure Ratings,any FL20470 RI. AE (b)Eval 20470.11.odf additional use limitations,installation instructions and FL20470 Ri AE (b)TT Plastics.2.pdf product particulars. Created by Independent Third Party:Yes 20470.12 I.Therma-Tru Fiber-Classic and Nominal 8'0°Impact"Glazed Composite Edge Fiberglass i Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) -_ �, _- �� 1,uftti, ,„ THERMAITRU® °�. '.....,%,- DOORS = 2 e ,�� Fiber-Classic & Smooth-Stara ���' ii ,�.,, ""`���. ' ;n ,o s n Nk 85mg COMPOSITE EDGE 0 37.75'MAX OA. \.1 1.'",t AI 5 If GLAZED FIBERGLASS SINGLE DOOR FRAME WIDTH —" a INSWI •.- . k. G ' " "IM PA -T' i M 2 R. GENERAL NOTES ie) io I. This product evaluation drawing hos been developed In compliance with the 6th Edition(2017)Horida Building d i i it t'i a Code(FBC)Including the'High Velocity Hurricane Zone°(HVHZ). A 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be X A i beyond wall dressing or stucco. p & 3. When used fn the"HVHT'this product complies with Section 1626 o1 the FBC and does not require an impact a o. n resistant covering, / Y V▪ 4. When used In areas outside of the'HVHZ"requiring wind borne debris protection,this product compiles with FBC �r ,m Sections 1609.1.2&R3012.1.2 and does not require an Impact resistant covering.This product meets missile level 7 r 'D and Includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609,1.2.2&R301.2.1.2.1. • h 5. For 2x stud framing construction.anchoring of these units shall be the same as that shown for 2A buck masonry construction. = Ei o R6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registeredarchllect. is 2 r • g 7. This product meets the wafer Infiltration requirements for the"HVHZ'. • i 8. Outswing configurations using Coastal Sill(item#19)&Composite Sill(Item#14)under active doors meet water ``��` - o. 6 1 infiltration requirements for'HVHT'.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 DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) 8 canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. CONFIGURATION LOCK INSWING OUTSWING - 'r w z TABLE OF CONTENTS HARDWARE POSMVE NEGATIVE POSITIVE NEGATIVE ^3. "m SBEEn DESCRIP1TON SHEET.' x Laich&Deadbott +55.0 -55.0 +55.0 -55.0 _c 6 Z I Typtcol Elevations,Design Pressures a General Notes 7 Vertical Cross sections phi;. ... .. r.08/02/16 2 Door PanetDetails B Buck&FrameAncFairig-� X MuHlpolnt +55.0 -60.0 +55.0 -55,0 /stun; N.T.S. 3 Elevoilons 9 Hardware Detailsrd BY. JK m' r 4 Horizontal&Vertical Cross Sections 2X Buck) 10 Glaring Details ""- -�_ r--t 3 for Hardware Specifications mix BY, LES 3 5 Horizontal&Vertical Cross Sections jX Buck) 1 t Component, a 6 Horizontal&VericaTCrossSections Meat to Masonry) 12 Bill of Materials Saxuro"ori li FL-20470.7 0 sr'rn 1 of 12 - +-OS 3.6' yam` e.'� e �-�-0,7 EXTERIOR OS'. » .•'.^ ' ' {^ ■`7 l.• ::•. ! li. y• `t,s1 It1,;1i.1.1-',''t 'ii. t 11 itill L IIIP• f, . (('t O"" "mss _ r`,r^ .'Y taimiri. I •' '31t') 1.� {) 't?Pf r, its , 4 J .�:} .i ;_ . '•'•• . ' 'M�;r taxi t t`r ,�:s;• Iwu r,,>'. ,.AI C7 f 7 i- •t Vy •., �f-z' LOCK STILE COMPOSITE r4SI•tlttt'tt M .z.9 INTERIOR �.J COMPOSITE HINGE STILE STEEL REINF*RC•.• (ENGINEERED WOOD) CAP 1•• c m 2 CAP (ENGINEERED WOOD) (0.023"TH .) v Q N'+RIZONTAL CROSS SECTION 0- `! i 11 0 i z u �2"DIA MAX. 0 __. 0A06" EXTERIOR f - 3'6" —"- , �1 $ 0 w 0,7, ;/ f. _ 0.406 I1 _ S p o dap LL lie t t•.,^i„ }iri44...-•-�s� Q • Q R •s•','•yrl �4j�l;. .d'."•. .i '�Iti c OQOO •y. ::" ..r{•>;'," .'I *k: srr Io-0„., �C(( '.�r. ,`{:tz t 6 / }'t}. )-at .+3tN1 ....,...., ..?�l,;l`.` .•,I'�li, - "+•..—..-+�/ i k�r`� res•S t t '•i' tl �"—a+ "'t •''” t '�(.1.. frtai, fir. a __MAIL 4,1:4 STEEL REINFORCEMENT Lf INTERIOR tt r' J' I LOCK STILE COMPOSITE g PANEL REINFORCEMENT 28.86%OPEN COMPOSITE HINGE STILE STEEL REINFORCEMENT (ENGINEERED WOOD) CAP y (0.023"Thick Steel) CAP il AREA MAX. (ENGINEERED WOOD) (0023 THK.) g'�f' HORIZONTAL CROSS SECTION N g 2 5 *68 X 2.5'PFH WS(TYP.OP EACH DOOR CORNER) TOP RAIL �--',..% ° 2 ..,...(COMPOSITE/` .t,r 36.0 MAX.DOOR 35.813 MAX.DOOR_• 3S,8t3 MAX.DOOR_, ' ✓ r...; ENGINEERED WOOD) "1' h.�"s _ 1 a is .+ ' PANEL WIDTH _ PANEL WIDTH PANEL WIDTH .. o © AA c0 Q. LIiliii O :':y' • .�yr'•r d J Mir .•fit t t. * * * * * * i. .j: :'. FOAM CORE-� " :i.;.i: _ --m (POLYURETHANE- _ ' /ti; 1.9 PCF MIN.) �3 / , / Cl N� //� i // i / INTERIOR EXTERIOR INTERIOR EXTERIOR 8 A xrEI cd j �1 ( 2 Ir i 03�p�j e Qo� s ; p x 1 1 i, 4,_,.,,.._...,.....,...N . . tiCe Oi,..i' } STEEL REINFORCEMENT 1 -(0.023'THK.)_ _ it•. I II. ,-It. - la i lr HBERGIASSSKIN - att:08/02/16 1.,__ .wizcc l �� sum N.T.S. 1 � II 1 BOTTOM RATE�J i ` W SY: JK m' ..1 _......., .. h-1.71"---1 (COMP.) k--1.71" cwr,a(: LES 3 * ° * ° * I* ° *( VE TICAL CROSS SECTION VERTICAL CROSS SECTION 6R" 70 ND'' DOOR PANEL DOPANEL DOOR PANELCDTI '20470.7 a AO BOOK6 Mr 41 OR Hyt421 Door 42 u)Door stat..2_,Dom 13. a -- -- - — - -_- - - - - - ,r t.40111111/44r// - - 1 irk irkii-* ,.l'').1)11" 4 5 6 t'/ s)3 4 //t tt% m intA Jttl 1 IIN tt 12152.1; 1ri 1 _, .. .. ,, t"i HARDWARETABlE I a op:f E C--.' irk MANUFACTUR(R MODEL1LS.,/ 6 tV SCNLAGEKNOB: PS1 4 0 4 5 6 tY DEAD80LL IS60 `�1 KNOB: SIGNATURE SERIESRei yKWIKSET DEADBOLT: SIGNATURE SERIES(980) czF SEE HARDWARE HOPPE MULTIPOINT:MPDGART @. CHART (TNfRMAdRU} {3 pt.ManaatToague} S gl g ti I D _I ,. e) 7 7 mcirI. rn 1 8 0 R ♦ >r:!' r U Ile a .4......1i 1I S "' rJ~ I AIS 08/02/16 i SCAM N.T.S. 4 ! Did.eY JK m r Fiber•Closstc/Smooth•Star Door Panel Options C„t,e,, IFS I Panel options shown ore for illustration and are representative only oxo 1404 i g tsmilar glazed panel conflguratlons are allowed) FL-20470.7 m n . • _— _ _ 0 . 7 . . p___ . P ' ' .,,• •. . ° . • v ', ', . P 7- ;5: `,,, •., ,. • ,,, .,r,Y-.... ....." #i fi:PI III ilia° 'NI Pik°0% i I 0 11M MI :i"1' t:.•E V3-1 1—mailliaiii "72:4721121 ---.® ..1g a 1E1 2i2g 11 5.6.1T 2 e.a.E 000 re' om— 1 i i,z ..v. 0 EXTERIOR .i.11,40 INTERIOR i P a L A 5. I VERTICAL CROSS SECTION a Shown w/2X Buck Outswing shown!Inswing similar) 0 I 000 gl 0 RI ... 0A . ..,, ,.- •,.. 0 0.15'OSINK OH'OSINK . .. .• 4t — II Or) ITV) ill,: •l) .. 431 • * 0 Fi' 11%1 0 6. „,...A." .:,.., . •... 0 ink!. 0 . 4 l 1 ' '' AI % . 4,.. .itai riaria,ia • ,itt *0 INTERIOR, INTERIOR 11111""""' i.,..;.4.1.a.t.,,,....: tt • cs tr . . 4 4 Fin .,,. k lie - . AO triA w i . t 1111111110" .1" " • - > , , 1:... k z , - 4, wiltil• ,! ,..„ itill .. ..4 N§4 111111 . . --(D Ak I ii ..1 I • EXTERIOR EXTERIOR 08/02/16 1IK MIN. 0 0 l-i EMB.(TYR.) -."---"-1 OCDO 000 0 0 ---.• ._ mmiN. —EMB.gyp.) Z Li mmZ ° SCAtEi N.T.S. 3, DWI Sri JK 'fa e 0 HORIZONTAL CROSS SECTION C)HORIZONTAL CROSS SECTION a4c.Ern LFS ••• , P Shown w/2X Buck Shown wf 2X Buck DRAM NW i 0 Outswing shown(Inswing slmliar) OulswIng shown[Inswing similar) di a-20470.7 - .1 . . a SHEET_g_OF 12, 47,,, 1 9., ze , ! , - - - - - ▪ .▪ h 0----- ' ' . ' - . • ,. . ° i.n.. '4° - ....! I 1. * ill ' • 'I 1IF'V 0%%` >r'q m 'iii! ii IX Buck to be secured to �'g masonry byothers I��I � r O ��&S . 000 4Zp� O O a b� EXTE•IOR INTERIOR. ce 10v.'ii L ;O SECTION 0§ e © wn w/IX sub-buck Outswing shown(Inswing similar) i .q 11 1.. c• . 6 5 RI U 4 8 . .v a. - Yi.. . I III Wit , 0 0 /////b/i/l,. Z o T7f1 I s'• O INFERIOR • INTERIOR till.n 410 1Ii%/%///L� . N\\S\ \ a A. r�4 , , ti;'-'''-:'- EXTERIOR EXTERIOR . .• ----_. - _ ad_ . i I-1/4 MW. _� • �16 W 1 23 � 000 40 42 A --N..--- I-I/4"_ MIN. 'i i EMB.(1YP.) EMB.ITYP.) 08/02/T 6'.LLLN.T.S. g (2� ORIZONTAL CROSS SECTION �K m J/ ©HO' ONTAL CROSS SECTION cxK,syr IFS '3 own w/ sub-buck © d 5 . .nw IX so •uc auwxo Ho.: •utswurg shown(Inswing similar) • g shown(Inswing similar) y� • F1-20470.7 0 u SHEET 5 or j N O CC ,`r�lt\111 k l l/to., /�,''' - - - .. _ i s * ifill 1 V 1.9 ....—.MAX. 0 = 1_ —'_MAX %i...% 1' _ i °0 .'..- fi-r•• . ¢ii R^ , % _.--o ©. o hmx o • EXTERIOR � INTERIOREXTERIOR � wait o 6 VERTICAL CROSS SECTION C)VERTICAL CROSS SECTION 4 d Shown Moot to Masonry Shown Direct to Masonry Oulswing only w/49/16'Jamb Outswfng only w/6.9/16 Jamb f' g 1 i: i 5. 1 lo 0 0 C y 0 t� 0 G N ,8' -- iv INTERIOR _'� k. ►/.r w 1 y ... n • moi/Y/ ' d '. '� 1 ,. .y'I On INFERIOR I a$ WWIMi;\�\\\�\\\ \� \\SII1-1 n Ce 1-114'MIN, 1la' F ,\\\\\\`�\ \.. 1 I I S - _ EMB.(TM) pulps\\������ 1 n m CO \— RiR II— 0 \ w • —,.1-1-1/4'MM. -I-1/4'MIN. EXTERIOR -Z 6 EMB.(TYP.) MB.(TYP.) 0 --.-1.1 "MIN. aro ° EMB,pYP.J 08/02/16 i sc4E N,T.S. ° O HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION OY++,rfr: JK 'm 12 °HORIZONTAL CROSS SECTION C)HORIZONTAL CROSS SECTION d Shown Direct to Mason O Shawn Meat to Masonry anc et LES ; i Shown Direct to Masonry Shown Direct to Masonry OutsMng only w/6.9/16yJamb Outswing only w/6.9/16 Jamb „o, rr I OUNTMng only w/4-9/16'jamb Outswing only w/4-9/16'Jamb FL-20470.7 0 mu 1_oril 'A U u -- --- - - _ - -- - -- -- --w— - - - _ - __ ,,a�11111K�itioab�i Notes; `. '• .!#G 1.SIU Item#'s 17,18,32,34.35,36,37,38&39 are attached To jambs w/13)#8 X 2-1/2"pfh screws at each end. Ste,))•'''. I'o "r„. Sin Item#'s 16&33 are attached to jambs w/(2)#8 X2-1/7 pfh screws at each end. �, Sit Item 015 is attached to jambs utilizing(2)010 X 2'pph SMS at each end. ~ z I( . * b ' - li INTERIOR Ir EXTERIOR INTERIOR r 4.- EXTERIOR �,'�lr�z,i P*Wwi ``t 1110-� 1'�n°i °ale) Q 000 Q l a id SEENOTEI "- .�14w 00� SEENOTEI Ir— ®0�ii�0Cii/ iwl 0^1. I-II i. iPr l""` ' n.+ F 'l o"-, ft n s r eRO §� °n sil 6 a . ° ° n A' C)VERTICAL CROSS SECTION% { 7 inswing Sill (3 VERTICAL CROSS SECTION o 7 Inswing Sill I.144 EXTERIOR r ' INTERIORI. EXTERIOR r INTERIOR 0 gii SEENOTE� I1r1J.a � SEE NOTE I .,..,..,J `w k' 5, a ° S. a n.. ° + s n . �tj+ n 01 A An` ..Z a DAM-08/02f16 g N.T.S.()VER1TCALCROSSSECTYON OutswIng sill(Coastal Stn Shown) 0 VERTICAL CROSS SECTION Oft BY: JK 7 Public Access Sill aor.an IFS arnwua NIX: a FL-20470.7 m _ a V _mut 2..or_a 0 • a=- .r ._,_- - - .... -- ''''''*' '''''•''''..41 i tit 1 2 : ......0.1.15 g . . Il (3)IPtF8HxW2-S1/2Siy%/11..1/111.4.0(....61.A0)4/,1:k1,v1%'iS1.8e 4.ge ,t0., 1 t'l JAMB TO HEAD DETAIL \ — .).., -S UN 3 ts'l 1 r ...1 ...-- • _ g i •: r 7____r . T . ...:.. • -7 0 I L--'.a. .. . . 1 ....,-, 023(BUCK I <I, HEAD&JAMBS I 0 I X BUCK t. Z ,-, Rci gt. 0 DIRECT TO MASONRY iN ti g BUCK 2X BUCK 41 1 Ai 1 ' g FRAME.s.,..... HEAD 8,JAMBS ' Ef. fR PP.) t . I I .-.,. I 6 5 k i —0 . .... ,..(4 —o is. . VS V I .. 4 • •....... ......................-........................... M 6 rd . • , , !.., . •. • .. .. .. . - • 0 .r, . .... v ......— W. i MASONRY z • 2X BUCK ANCHORING -- FRAME ANCHORING . ':\i•W 4 .......---' •...< )- - i. . . S ,.O I 2 0 -Z. 0 DATES 08/02/16 z Saktr, ,z OWO.Irt .JK o e ).- am frit IFS i 1 0i054110 M0.1 ci FL-20470.7 i-113 5 e MET 8 OF 12 r, o zt . . ‘..% •• .c.". .. di.% ...•VI: •S'-9.0 7E4. / 6 I .. r•- 2X BUCK 0 ,T- 1:,,,•.„ . .?".., i 8,,R,,, IX BUCK 0 11,4 SEE HINGE - • ,„ .I iiil ' 0''' p-•6°' DIRECT TO \ 4.i 1 l' i MASONRY w,i7i I;k iz DETAIL(TYP.) - :7- iTt _ 6101 -- , Nid, c.1J1 2X BUCK e 7 i 01E DIRECT TO 0 111(• ED SEE TONGUE- STRIKE DETAIL ;I 2X BUCK 0 ' RI MASONRY !,3 . El t.—8 ITYP4 g LATCH&DEADBOLT DETAIL ,.3 .1 IX BUCK 0 At Kwilrset • • DIRECT TO 0.alit 0 .T. 1 IS MASONRY Am P3 ---• - ' 2X BUCK 0 SEE LATCH------ . T - -- &DEADBOLT ) .• TONGUE STRIKE DETAIL SEE LATCH, MullIpolnt Lock il 1 a DETAIL &DEADBOLT k 1 1 R I X BUCK 0 DETAIL a gi g A 0 DIRECT TO 0 4191_ I, 2' MASONRY Iii SecurIty Sub si ' 11 ix rIke Ptak, • ---1 . 2X BUCK 0 pr R. 1-._ AIN IX BUCK 0 41111 6 li DP o STRIKE JAMB HINGE JAMB* STRIKE JAMB DIRECT TO ' ' G 2X BUCK 0 Latch and Deadbolt Mutt tpoifiro-ak MASONRY 0 1[1 0 N 1 IX BUCK 0 tri .00- ----CD . • 6 .: z ou Q g DIRECT TO 0 - IIIl - MASONRY 0 LATCH&DEADBOLTDETAIL g CD LATCH&DEADBOLT DETAIL Schlage © 2X BUCK IX BUCK Multipoint Lock I 6 ---A- - I 0 DIRECT SONRTO -• 1 LATCH&DEADBOLT STRIKE DETAILS Nil II - itli DIRECT TO MULTIPOINT LOCK STRIKE DETAILS e IIIL...P i MAY ‘eilir MASONRY 0 - a..41- z c.) / •---% 0 'W11 Nov 08/02/16- 2 i SCOLE N.T.S. S —5 'a. DEADBOLT STRIKE DETAILS (Security Deadbo)t Strike Plate) HINGE DETAIL arm im ,IK m am et L FS ammo mo.: ri g _.._. FL-20470.7 8 4 _SHEET_2_OF la_Li -e2 ..z..•:,:.....,,.....m7.!Nt IXIERIOR .'$f w CELLULAR 1/2 GLASS BITE F. I * C I n GLAZING TAPE i 9-% �y m —1"THK.GLASS �� -- — •� `,yr. =m `7 •—I/IV TEMPERED GLASS ���,� z � � I;� •�L Q���• ~3 8 /J/� 112 AIR SPACE 1.[�J �itJ FFS 11 a m= 4 5/32 ANNEALED GLASS �iii N g i DOW 995— g ii1,1 I "� �----� INTERNAL GRID GBG WROUGHT IRON INSERT �1 C g OR (MEL<O INTERLAYER ttt a SIKH 552 (SAFLEX OR KURARAY BUTACITEI rL I/8"ANNEALED GLASS I m g P10 X 1-1/2"PPH SMSOR0 SWIGGLE GLAZING SPACERLi INTERIo -4___..., , ii,r W. ...........=.... IG� GIAVN DETAILppa �i✓- ��✓y� RI a �Aluminum Door Panels 3 5 cl Weskarne �� ��•/ AI 1 F DECO'Alla INSERT � PRIVACY INSERT —.r i 20.88"D.L.O. a I WIDTH r— 1"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS 4 O� ll E 1 ,53" T i `" d .! 8 0 I L a1ox1•u2 PPH SMS (fYP.) n m ‘.741#4� __ 1 aiL m 3 ALUMINUM FRAME �_ LL T_ 'z u 3A Door Pan Impact Ute Frame 4- DAM 08/02/1 s $ Door Panels G SklelBes M t o sruc N.T.S. ALUMINUM IIlE FRAME MO.en JK m 'g aa.en LFS 3 7 orumeo No. a s` FL-20470.7 - o Q %Err 1Q of12_47 5. a • . i 2 "er SO"1T mrs .... a - coir,(x—ii ms turquinri r p.m „ h_c, .03Mt(1.10, Ci a N . 1 P r(IN ONIJAYs0 woman!orium—figiiVilv-65 . oi .4) -I ws Ales pexid ops euyion "-,,;} x S.47 vs:xHo 0100S38HIONIMSNI V.,./ a —.1 r-1.,6cii cn:,;%',.....,2.....:::,,,.....„... .y......,$tq.,-.-.,f,',,..„. --T I 9 tie0/90 am 1111111: I --- T ------•.‘„:?.,.ii.,: :: :..1:-...:g'-.::,2:‘,;1-,f;::.i.'7;:k..1.:,>....-‘,,,:4-: ci gi -- 1 M n•k*. . -99't OSONSIVIII St333V inund OD - ---- a .:4 i l i c ' - Nowa lotweI9) P ...11 •-•.,„ A 0 fripl a 4 . 1 IIIS 010usiO 0I010Polfu emPAsul® X IRS WIWIWTIFY/PIPIXIWO3 rail OIONSMINI ONIMSNI 1 ,..., f I q g 1,.........______ 1.:!3V.Isif.::t. .1.•.Y.6;...-)•44,:•.. .4,y;..f-,-,...,...:'.v'''.., • ) ..,z--- 11) 1...___ _i i — 2 !g (a „, 8 Stg------— 8 R igs tunquiniv/ogsodwoo \ 010NONSII rri.ONIMS1110 ,1 WS 0$101:(1IPY eilsockuo0 01:132014m1 ric', MORON OMMSN1\.=./ r._ 11 III-le10413 elomPoVi 811PARif br;\ 1 X ,. =How ONIMSNI 1 8 - - c_....____a___1(7...,.:,:i,ii,•:.,,,,;:z.: eL ILD::•;..1,;,,,,:.1..,,,,w?.•',v:,,: -...,, ?6:,,i4,•;?•:.?..4::•9).J.Q,...,,,,,c,. --T 11 \J-4-•:.:AE.?.:•.,.-2).2J \,..._,._---- .,,,,,i,,,,,,,,..3 i..,„....,E1 ?: •,-.. ..i.„,__...id . A. -4114"Iiii.', - _,,-0,•.,,,w § — ... .. .1 .99'I, b . -1 7. 03 1 r: IPOIlb09000000,10407MW044.4 ? Z :, b iti Si*WO ms oporisnipy egsodwoo eluvial(;;;\ ES 17041 oPoti euMsul® 1 0101N3SUIL 9141MSNitIV 0101031H1 ONINiSNI 010HSVINIS ON:MSS:10S . $ Nr:.-:7,1,,,,, ,.7.":',',:;•:.:,..,,,Iqx.,..,-1=.i,; ':. —-1- pl::;', ..,:;',•,'.i...Y.:`,A..i.::,, ;';',e,.•.,,,:,',.(:,,t,Ti,i; 1— •::.)!,;:i.f.,,-:•,`,0'..,,,::)',.,:,,,),.:i7.:.:,Y.,,,.,•,,,',.. . .,:.. .i...,:g;,•,.... .,..,.. .kt.....,..,•4,1 , ti.,!±:;',•::,,m1.*:k.if?..-.:iv,5:4?:1;,g'i3,:-..- SZ._.......,.:,,,,,,,,,,,4,.-::-,;,1 ,-iii — ____,.... ba :".....'5: 4:. . : .'':1 ..... 4 1-,,-"---'11 .11‘ 1 1 q1 . - ...1-iit.taa :ithi, ..___A. —1- 1 -----.993, --•------k9S3'— *. 293 gliF t \ ,zi 11 ms emoonfpv coodwo3 PPM Buyitsui K;;;,,,,x '' 0 ..c.1 rovvr(mom c_O IPS 211.-z pfou ops&wan(.„- 010f4S3VM ONIMSNI\.`2..'/ 010110110 ONIMSINV. fcogg t -1 . • L.,. § 0 WM/ 4 I-.--,YEZ—.1 c __E- - ,.i:.1-i..,:,:,.:::...,-;:,.•4...ii,,'(g%-.1'.:i.?„,.. ..,:,,,';:•.;,!?1-1 8 k if c, ON * N -:-.....ii.,,,,v....,.,,,,f.y...:;;,0.-..:.,.:•::•.4,,,-!3;;:.;,:,.:.- I I`g'''',.=,,ip:4...........,. i'•*i'X':',..: :•?...: :•::?4,,:.::...-:',i,;:..,,•:::-.: ,:f.:' ,'!;:'...,;,, .1. -- --- ..._____..n.z_, ... .,,,': 1 al....,.11.:. T.; :i;• !I,P a:;* , ',.. e... -----------=------------- v I !!,p*- )1 ....._ ----,------__. 1...— e, 1„.,;„..........? 7‘4% ... -Ititilio" - =-ss - ------ rrr -- ----- - ----- - --_ BILL OF MATERIALS BILL OF MATERIALS ����' AIM t DESCRIPTION MATERIAL REM t DESCRIPTION MATERIAL r i A 1X BUCK(SG>=0.42) — WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL B 2X BUCK(SG>=0.42) _ WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL - -*t a C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL '',*N. — .. zil ..,,....e.. i g D 1/4"X 2-3/4"PFH ELCO OR 11W CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL ',ir .4L p p. >__.._.._._»._......__.__.._.„,.._.._._-..... ......_.. "!t- ii. Illi l5 E MASONRY-3,000 PSI MIN.-CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 'z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL 8 Z{ G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE __ STEEL K 11, i S u J 1/4"X 3-3/4"PFH ELCO OR 17W CONCRETE SCREW STEEL 30 LATCH 8.DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM%COMP 1` , g L _#10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 4 M 3/16"X 2-1/4'11W CONCRETE SCREW ___ STEEL 32 INSWING THRESHOLD_--- ALUM/COMP a N 3/1675i-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP I JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ___ ALUM/COMP b WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD _ _ ALUM/COMP ' !7 — WEATHERSTRIP(LONG REACH) FOAM _ 36 INSWING THRESHOLD ALUM/COMP e 8 SWEEP VINYL 37 'INSWING THRESHOLD AWM/COMP_ 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 11 a __.15 PUBLIC ACCESS_THRESHOLD ALUM 40 DOOR PANEL LOOK) - o ----ii---16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - 17� OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) - 6) o m 18== OUTSWING THRESHOLD _ -ALUM/WOOD 19 _ COASTAL OUTSWING THRESHOLD ALUM/WOOD 2. #8 x 3/4"PFH WOOD SCREW STEEL ai k __.. 23 _ #10 x 3/4"PFH WOOD SCREW STEEL _24 #10 x I"PFH WOOD SCREW _ — STEEL 1CONCRETE ANCHOR NOTES: I.Concrete anchor locations at the comers may be adjusted to maintain the min. in edge distance to mortar joints, 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to Q imaintain the min.edge distance to mortar Joints.additional concrete anchors maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3 or Concrete anchtable WrW 1 ANCJIOR ANCHOR MIN MIN..CLEARANCE MW CLEARANCE n ' z TYPE SIxE; !MBLsDMI Nf TO MAS©NRY LO AOJACENTI: •-W„ ITVV o 1/a" 1.1/4" 2" 4' .a - " 2 TAPCON .-C) ELCO o ,"4" 1.1/4" 08/02/16 3 ULTRACON / " m �1/11.1/a" AS SHOWN 1.1/2' ,�scAin N.T.S. 9 TAPCON M et: JK _m WOOD SCREW INSTALLATION NODS' ^ raa.9r LFS rt 1.Maintain a minnmum 5/8"edge distance,1"end distance.&r o.c.spacing of °R�"�'HO.: R g wood screws to prevent the splifling of wood. FL-20470.7 - g SNEa (xi& N K