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HomeMy WebLinkAboutProduct Approval R R W Building Consultants, RECEIVED Inc. W Consulting and Engineering Services for the Building Industry DEC ®' 1U2U C P:O..Boz 230-Valrico,FL 33595 Phone:813.659:9197 Permitting Department Florida Board of Professional Engineers Certificate of Authorization No.9813 St. Lucie County Product /n Report ,Report.. / /' i / / i2017 Product. Sub Category Manufacturer Product Name Category Exterior Swinging Therm?Tru Corporation Fiber-Classic and Smooth-Star. Exterior Door 118 Industrial.Drive Composite Edge.Opaque Fiberglass Single-Door w/Sidelites Doors Assemblies Edgerton,OH 43517 1nswinglOutswing Phone 419 2981740 'Impact" Scope:. This is;a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E.for Therma Tru Corporation based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,.Department of Business&Professional Regulation. 2� T ©'7 Y-) RW Building Consultants and Lyndon F.;Schmidt, P.E.do not.have nor-will acquire.financial interest in company manufacturing or distributing.the product or in any other entity involved in-the aREVIMMY FOR amed herein. Limitations: CODE COMPLIANCE 1. This product has been evaluated and is in cHurricanepliance.with the 6th Edition(2017)Flori ild` QQ��g�i�ty Lrgements excluding the"High Velocity Hurricane Zone"(HVHZ). ��■ LU�+�C 2. Product anchors shalt be as listed and spaced as shown on details.Anchor embedment to'base,mat�i ([ beyond w�sing or stucco. 3. When used in areas requiring,wind bome debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does Z q not require an impact"resistant covering.This product 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. 4. For 2x stud framing construction,anchoring of these units shall be the same as:that shown for 2. traction. 5. Site conditions that deviate from the details of drawing FL-20468:5 require further engineerisig" ensed engineer or registered architect., 6. Fiber-Classic-&Smooth-Star Door and.Sidelite panels require the use of"S'part numbers-and must be stained or painted within six months of installation 7. See drawing FL-20468.5 for size and design pressure limitations. Supporting Documents: 1, Test Report No.: Test Standard Testing.L:aboratory. Signed by TEL 06-0831-1 AAMAIWDMA/CSA101/LS.2/A440-05 Testing Evaluation Lab.,Inc. V.K.Wright ASTM E1.886-02,E190&02 TEL 014150274 ASTM E1886-05,E1996-05 Testing Evaluation Lab.,lnc. V.K.Wright_ ASTM E330-02, E331-00 TEL 01460440A ASTM E1886-05,E1996-06, E330-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01460131 ASTM E1886-02, E1996-02 Testing Evaluation Lab.,inc. VX Wright ASTM E330-02, E331-00 TEL 01461612 ASTM E1886-05,E1996-09 Testing Evaluation Lab.,lnc. V.K.Wright ASTM E330-02, E331-00 TEL 01461939 ASTM;E330-02,E831-00 Testing Evaluation.Lab.,Inc V.K.Wright ASTM E1886-05, E199.6-09 2. Miami Dade NOA Materials Testing 16-1117.01 Butacite°PVB Interlayer(Kuraray) 17-0712.05 -Saflex®PVB Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No.FL-20468:5 R1N Building Consultants; Inc. (GA#9893) e. Lyndon F.Schmidt, P.E. 4 AnchoCalculring Prepared RW Building by Consultants, Inc: CA#9813 e°e�� :G F A1,9 '�p,saSigned&Sealed by ( ) e% �. yndon F.Schmidt,P.E. 5: Quality Assurance .e No 43409 n o p Certificate of Participation:issued by National Accreditation and ° Management Institute,certifying that Therma Tru Corporation is �` $yndon F.Schmidt,P.E. manufacturing products within a quality assurance program that complies 13 STATE GF d FL PE No.,43409 with ISO/IEC 17020 and Guide 53.. s O • q' j 12/14/2017 Sheet 1 of 1 ��a�e;S;^4 p R t dVeS o�G��O� „, RECEIVED �```�: ..• .$ �'� THERMANIRU”' DOORS DEC 0:9 2020 Y Fiber-Classics & Smooth-Star �o�� Permitting Department ��, 1 11t i%% a> St. Lucie Count/ 8 �« 8 mi d ' zA COMPOSITE EDGE ^ g E. 76"MAX.FRAME WIDTH 114.25"MAX.FRAME WIDTH a `� 9 q c a eg OPAQUE FIBERGLASS SINGLE DOOR 0.75' 0.75^ o.7s^ $ o R37.75'AMS MAX. 37 5"MAX. 37.5 MAX.��37.75'MAX�� v°d W�SIDELITE(S) FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH a INSWING/OUTSWING ,IMPACT' GENERAL NOTES p� 1. This product has been evaluated and 4 In compliance with the 6th Edition(2Di 7)Florida Z J 9 M Building Cade(FBC)structural requirements excluding the"High Velocity Hurricane Zone" (HVHZ). O= O �m c 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to 0 O O O to base material shall be beyond wag dressing or stucco. a W _ • : c a X X o 3. When used In areas requiring wind bome debris protection,this product complies with FBC a a Sections 1609.12&R3012.12 and does not require an impact resistant covering.This product meets missile level"D"and Includes Wind Zone 4 as defined in ASTM El996 and $ FBC Sections 1609.122&R3012.12.1. / q 4. For 2x stud framing construction,anchoring of these units shag be the some as that shown t1 for 2x buck masonry construction. c i N r�N fn 0 5. Site conditions that deviate from the defogs of this drawing require further engineering analysis by a licensed engineer or registered architect. a 8 4 6. Fiber-Classic&SmoothStar Door and Sidelite panels require the use of"J"part numbers e Q r! and must be stained or painted within s6r months of Installation. Gt e o¢k' TABLE OF CONTENTS o o SHEET# DESCRIPTION g�� i ti 1 Typical Elevations,Design Pressures&General Noes 2 Door Panel Detags DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSG 3 Sidellte Panel Details INSWING OUTSWING o g 4 Elevations CONFIGURATION o r. m 5 H Vertical& Crass Sections uck POSITIVE NEGATIVE POSITIVE NEGATIVE w z u 6 Horizontal&Vertical Cross Sections 1 X Buc 7 Horizontal&Vertical Cross Sections ect to Masonzo x0,Ox,Ox0 +50.0 -50.0 +50.0 -50.0 a,E 8102116 B Vertical Cross Sections Fes o s s E, N.T.S. 9 9 BuckAnchoring DNG.W. JK m' F 10 Frame Anchoring See Sheet 4 for Hardware Specifications cm Eft, LFS ; 11 Hardware Detail 12 G azin Detail DPAWM ND.: rc 13 Com onenis FL-2046B.5 0 14 Bill of Material sHEEr_L of 14 N 1lglllllf!/// 0.5" EXTERIOR 3.6" EXTERIOR =•�'• °' ��• n 0.408' 3.6" 5" =V 81 ; 0.7' 0 0.7" 0.406" N,7 z p pi ' ` k. � ,;. COMPOSITE k "i,'.�:'i'r,'.a, ti• �I o m° z CAP ; } COMPOSITE o o COMPOSITE HINGE STILE CAP E m z 'Z L —m OCKSTILE COMPOS HINGE STILE o CAP (ENGINEERED WOOD) INTERIOR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) LOCK STILE ^ 8 N 9 a � (ENGINEERED WOOD) 0 4 g INTERIOR kr c HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION a Z 2 y a a � F �o c � TOP RAIL �o � (COMPOSITE/ENGINEERED 1 E u d 36.("MAX. 35.813"MAX. 35.813"MAX. WOOD) M DOOR DOOR DOOR -41 , o PANEL WIDTH PANEL WIDTH PANEL WIDTH "c 3 K3ILI o 2 2 2 fa o a m 8 0 v FOAM CORE (POLYURETHANE- z N 1.9 PCF MIN.) a(° ka INTERIOR EXTERIOR INTERIOR EXTERIOR N d N z d 1 d 2 d 2 tn77 aei 35 O vi O n FIBERGLASS SKIN12 o O S o r. •y'i:. (0.08TTHK.) :'• '% c O O O BOTTOM RAIL g 1.71" I (COMP.) F--1.71"-'i z N • Z U 3 VEIMCAL CROSS SECTION 4 VERTICAL CROSS SECTION ah o3102116 z 2 2 sr.,E. N.T.S. ° M.n: JK m' D D D auc.en LFS 3 40 DOOR PANEL DOOR PANEL DOOR PANEL DPAWIND NM: BOOK 41 Hybdd Poor 42 UI Door FL-20468.5 N b simEr 2 of 14 Ai R:\Cients\Therma Tm PEtMANENry1-Fbd&Pmduct AppmvalsVL-20468 WBDR Ti FC SS Impact-C=P0site\C-Drawings\FL 2M(2017)-CURREMM-20468.46.dwg,3.7 - 95.25°MAX.PANEL HBGHT rr °O g� 2 IMP ' w w� Z O �v — v 0 0 N N N O Z m I �� O 1.67" o. a. 9 m � o>D -°a wta o=§ zzo IA T 0 ```�\1111111l//7j' `` •No.43409• 11/29/17� j $ I PRODUCT- Daaumm Prepared ey: i 81117EOF ~ THERMA—TRU Lyndon F. Schmidt II FZppt:' m FIBERGLASS DOOR P.E. No. �3409 Ii� z 10 1s 17 ADD DEADBOLT 5-1 2 0. C. JK 01y/N,,`````` $ - -1 tV AND RECESSED PANEL NOTATION PART OR ASSEMBLY: GDCJ�/BUILDING CONSULTANTS,�1VC� N x to 1 7117177 UPDATE TO 6th ED 2017 FBC JK SIDELIIE PANLl DETAILS c/�'�/(/ P.O. Box 230, Valrleo, FL 33595 fn O) NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. OB13 0 2016 R.W.BYILa1Na CaN6YLTANTa INC. ``111111111rr�� 3 3 3 4 4 3 3 3 =e .•�g .• � '� Lo 5 6 7 5 b 7 5 b 7 5 6 7 =OI,y o is o� �ip1*o e v 5 grm Z °Za R \ 9do`a s 1 i 4 a e 5 2 1 oz° 6 T 5 v ?a 7 O O O e 2 3 iuiO 6 m 6 z T� X 95 X 5 VQ Q o a a a E v 1 2 3 4 5 6 1 2 3 r4 8 8 8 8 8 8 8 8 8 8 8 8 dz� k SEE HARDWARE CHART SEE HARDWARE CHART N N aaB g J� rA b �yj Ix U w ozQ 0 a AA DWARETALE oc R ........... s o MANUFACTUREk MQDEL ^a F ... ....: ........-4 1 ... 0 J gPi 9 A I KNOB: F51 ^ z SCHLAGE DEADBOLT: B60 w z u KNOB: SIGNATURESERIES C"'E 08102116 i fiber•ClassielSmooth-Star Door Panel Options KWIKSEi DEADBOLT: SIGNATURE SERIES(980) 5C"`L N.T.S. 9 CM.By. JK m r� Products approved Include all embossed panel doors and 2 panel recessed panel doors. HOPPE MULTIPOINT•MPDGART CHK BY, LFS 3 SlmPor opaque panel configurations are allowed. (THERMA-TRU) (3 pt.Manual Tongue) +�• rc Panels shown are for Illustration and are representative only. FL-20468.5 m o 9iEET�OF N a e `N� .. Notes: i'1 ,J 1.Sidelite assembly screws located 6"from C:' E to EMB. between Beach end nscrews totad 6 more screws rper side jamb),aced B 2.Sidelite assemblyscrews located T from each d C B E end&at centefe(3 screws along head jamb). �•sy z * m .4 . iv°• •�: o m °n 0.15'GSINK C L D ��/// ����� >>°�m PP) WST-SINK ` v 1/1 Isr,� o qo m Z e m'p) I E D'. N �j'• a N 0 l� p. °.o ~ E 9 0 00. D '4 SEE NOTE 1 �` 6 INTERIOR 25 B L z"' oEEZ �nC� ° �m C CL 40 41 42 �o e: 1 Z EXTERIOR 50 D 7 U eEL-3 oy 1-1/41MIN. L 29 40 41 42 1-1/4^MIN. EXTERIOR INTERIOR o 6 a =� EMB.PP.) EMB.PP.) o l HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION e VERTICAL CROSS SECTION om 5 S own w 2X Buc $ Shown w/2X Buck5 Shown w/2X Buck �e Y r e8 Outswing shown(Inswing similar) Outswing shown(Inswing simlar) Outswing shown(lnsHing simIlarJ m ti 1 Bg 1 D �atn 1 1� L L Z SEE NOTE 1 8 I SEE NOTE 1 T 25 25 6 B L oak' 40 41 42 m o o 1 n ^ ^Q 25 0 �o gSEE NOTE 2 a z DAM 08102176 i L 25 u SMMM N.r s. 9 INTERIOR m 23 40 41 42 27 EXTERIOR o C.Ern IFS 29 Y 4 VERTICAL CROSS SECTION ° �" "_ S HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION FL-204se.5 H 5 Shown w/2X Buck 5 Outswing shown(Inswing similar 5 Outswing shown Inswing sunlar) Outswing shown(Inswing simlar) sx� 5 or j a �111111111//// Notes: ♦♦♦OA . Ile 1.Sldelte assembly screws located 6"from z.460 each end and 6 more screws equally spaced between(8 screws total per side jamb). _V; * �u �Q 2.Sidelte assembly screws located 3"from each ^�� c 6fc ZF end&at centerfine(3 screws along head jamb). E ° �,y Z a m "mro fill 11^�y 0R;Z _ U A C 9 U `Z� A Em 9 m ° °cm o IL E C E maaT 29 40 41 42 E o d C 'va v ay. a >a 1 J EXTERIOR INTERIOR a: 3 VEIMCAL CROSS SECTION s G INTERIOR 6 Shownw/1Xsub buck ) g o Out=nwg shown(Inswing 9.11m o ry o: loo o U >D 1 (Li '�L 23 EXTERIOR 25 >v E o 24 SEE NOTE l o e °'. °" v rz k 1-1/4°MIN. 29 40 41 42 c EMB.(TYP.) 1 N d N 1-1/4°MIN. o Z d N EMB (TYP.J A C — _ 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m b S own w/1 X su ucb� 6 Shown w/1X sub-buck 99 OutZ.wg shown(Inswing SIm0ar) Outswing shown(Inswing similar) o �' SEE NOTE 2 0 QR 0 tY 50 1 �Q EXTERIOR INTERIOR ^ N Z El DAIS 08102116 z 4 _ VERTICAL CROSS SECTION s-E- N.T.S. 6 Shown w/1Xsub-buck DW+.Br. JK m Outswing shown(Inswing s6nlar) cwc LFS 3 DWIWM Noa FL-20468.5 0 sa�r-jL oF14 of , � 5 ~~~111 is MAX. MAX ` ! E MIN - MIN. n %% C 1 C 111^ In z�m i a�� Z � '— oZci D i �m.cw 40 41 42 s0 D `� 9 e l fL � A 4 E Z. 25 SEE NOTE 2 E vE Z EXTERIOR INTERIOR EXTERIOR� INTERIOR ti JO 3 HORIZONTAL CROSS SECTION C41 VERTICAL CROSS SECTION o rg $ Shown Direct to Mason Shown Direct to Masonry Outswing only w/6-9/16'jamb �o Outswhg only w/6-91149 jamb I J •b�j Notes: s :CQ tiA 1.Sideiite assembly screws located 6'from each end plus 6 more YW� equally spaced between(8 screws total per side jamb). �m a Ny 2.Sidefrte assembly screws located T from each end&at centerline o 00 13 screws along head jamb). o =F O t W E a a s 1 > >m E fn O U tR 0 z_ V) O INTERIOR to osyb ej 4t W N 40 41 42 50 a M N t; e ^ ^ a a ^ �a E c ^ ^O 0 !�1-114"MIN. t70ERI0R E N z o EMB.(TYP.) SEE OTE 1 DATE; 8102176 z z 1-1/4"MIN. scnu: N.T.S. 1 HORIZONTAL CROSS SECTION _? VERTICAL CROSS SECTION �6B j a Shown Direct To Mason �D•�: JK m Shown Direct to Masonry Outswing onlyw/6.9/18'jamb cr+K.ay: LFS Outswing only w/6-9/16'jamb DMWNG NO m FL-20468.5 a b SHEET ] DF 4 t N O d ��� •• �i Notes: 1.SID Item#'s 17,18,32,34,35,36,37.38&39 are attached to Jambs w/(3)#8 X 2-1/2'pfh screws at each end. �A6'• O �i Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/T pfh screws of each end. =�; •: to Sill Item#15 Is attached to Jambs utilizing(2)#10 X T pph SMS at each end. _=e 2 Sidelite assembly screws located T from each end&at centerline 13 screws along sill). ' z ;m W�``INTERIOR EXTERIOR INTERIOR EXTERIOR ���4� •• ���`� H> zdmZ 8 9 EXTERIOR INTERIOR \ N g m ' z o 40 41 42 40 41 42 v g g 7 16 17 18 "� 9poa LL a 40 41 42 m a 38 39 32 33 34 35 36 37 $Z. SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 a F� D D D o yU • ; p : p � m za D z— D D �m g 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION &I a h B Inswing Sill 8 Inswing Sol 8 Outswing S11 ti INTERIOR EXTERIOR � oon k EXTERIOR INTERIOR SEE NOTE2 25 50 EXTERIOR INTERIOR N N In z 40 41 42 77 75 32 33 34 35 36 37 38 39 SEE NOTE 2 2$ 16 17 18 10Q 15 76 0 E E E coa SEE NOTE 2 " =4: _ _ :_ o ° D° D° p D°• wiz:08102116 z D �L DWO.sag N.T.S. m rnm.ew JK z D a ^2 cwKBi: LFS 4 VERTICAL CROSS SECTION m 5 VERTICAL CROSS SECTION r661 VERTICAL CROSS SECTION °"`"I'G NO'` 8 Public Access Sill ? g lnswing Sol g Outswing Sill FL-20468.5 0 sHEEr 8 of 74 a R:\OlenMThwm Tru PUMNUM-Florida Product App VrAXFL-20468 WBOR TT FC SS Lnpact-minpos0e\C-DrawingslFl.20468(2017)-CURRB1i1FL-20468.4-6.dwg,9.7 .o n 2 O k 0 C Z AX..T O.C..C. YP.) A N _ s ----------------------------------------- � 3 c A Z O ----------------------------------------- ----------------------------------------- ------------ MAX.O.C. a'(TYP.J O.C.(TYP.J {�------►►{{ > .��v••VCFaIeF•��' No.43409 a $ 11/29/17� PRODUCT: Dooum-nte Pr�pond 6y: i MMOF THERMA—TRU Lyndon F. Schmidt � .,R0RVDb ' Iro N z FIBERGLASS DOOR P.E. No. 43409 i �......... o Z 0 2 10 15 17 ADD OEAD80LT 5-1 2'0. C. JK // /�O/NA�.�`f�;`� AND RECESSED PANEL NOTATIONJB PART OR ASSEMBLY: �.D BUILDING CONSULTANTS, IIJ� Oo Va „ 1 7 17 17 UPDATE TO 6th ED 2017 FBC rJL P.O. Box 230, ValHco, FL 33595 M m NO DATE BUCK ANCHORING Phone No.: 813.659.9197 REVISION FBPE CA No. 9813 02O18 R.W.F3UILDIND CDN6ULTANT6 INC. R:\Olents\Theme Tru PERIM efrIA-Florida Product Appmvats\FL-20468 W8DR TF FC SS Impact-Oomposite\C-Drawings\FL 20468 pop)-Q1RRBd1\FL-20468.4.6.dwg,10.7 O O O � `<O z L_ t/l 7� I— x _ E Az C C p. E O z 14S MAX. 6"�P.) O.C.(TYP.) w_y v� � o T Z y 3 - oCZ C] n C >( —E �e A O z - -I E 0 z � 41, �1 O� _as 14.a MAX. 6" ) 1 4 y y O.C.(TYP.) Cl' N �o` CHIyjO �G c No.aaaos PRODUCT: Doaumerde Prepared E % S M OF RZ r THERMA—TRU Lyndon F. Sahmldt �i Otap ,.=Q c FIBERGLASS DOOR P.E. No. 43409 �i,•••'• H �� to roc m 2 10 15 17ADD DEAOBOLT 5-1 2 0. C. JK ��//KONAL_``` g y N AND RECESSED PANEL NOTATION PART OR ASSEMBLY: GDCj�(/BUILDING CONSUITANT5,2��1LJ1111`` M L1 7 7 17 17 UPDATE TO 6th ED 2017 FBC JK FRAME ANCHORING eJ�'�/1/ P.O. Box 230, Valrioo• FL 33595 I4' OI rn NO DATE BY Phone No.: 813.659.9197 EVISION FSPE CA No. 9813 02016 R.W.BUILDING CONSUL—NT6 INC. R:101entgyhertna Tru PERMANENr%A-Rodda Product ApprovaMR-20468 WBDRTi FC SS Impact-Composlt\C-DrawlnpslR 20468(2017)-O1RRBff\FL-20468.4-6.dwg,113 CD A f D x r- = x w lirr °` n p �o o p `� o Tb! CPOV :a m v 11A O N a_ O s z CL cr x m m ^ 25Z(TYP.) 25.5'(TYR) 25.5(TYP.) BOOK BOOK BOOK 8.17 FROM TOP A DOOR DOOR DOOR OF JAMB K o 25.0'(TYP.) 25-Y PP.) 25.0'(TYR) UlMUM Ul/HYBRID Ul/HYBRID 11.125 FROM TOP DOOR DOOR DOOR OFJAMB tao y C O m O 3 tsar 48.19r C ws c� b o v••Vicei ••. 11/29/17� _ PRODUCT, DoeurlNnb Prepena 9Y: �i tiWHOF 0 7NERMA-TRU Lyntlon F. Schmidt ��i �OB(pt• m FIBERGLASS DOOR P.E No. 43409 �i d 2 0 2 10 15 17 ADD DEADBOLT 5-1 2-0. C. JK '7/77j70►VAL, ,-%%N c-y N AND RECE;SW PANEL NOTATION PART OR ASSEMBLY; m BUILDING CONSULTANTS,{�jtlt�tlt fA x in 7 17 17 UPDATE TO 6th W 2017 FBC 6Y HARDWARE DE(AfLS V P.O. Box 230,Valrlco. FL 33595 I NO DATE f� Phone No.: 813.959.9197 REVIS O S FBPE C.A. No. 9813 201 B R.W.BUILDING CCNGULTANTH INC. ' 11111111111!/� EXTERIOR _��` •o' er CELLULAR V:1/TGLASS BITE = * b'Q GLAZING TAPE fA; d 0' r 1"THK.GLASS V.,'. .•..�.7% 1/8"TEMPERED GLASS '••• 1 1/TAIRSPACE !// 11111 ur 5/32'ANNEALEDGLASS \ z c o \`/` �� 3 Z p i xzc4 DOW 995 0.090"PVB INTERLAYER i ° OR (SAFLEX OR KURARAY BUTACITE) r a SIKA 552 INTERNAL GRID(GBG) WROUGHT IRON INSERT 4 In d a IN ANNEALED GLASS o`i #IOXI-1/TPPHSMS INTERIOR a 3A SWIGGLE GLAZING SPACER a =o a C GLAZING DEFAIL G1 Aluminum Impact Lite Flame _ Door Panels A Sldelites g y m Z 20M D.LO. DECORATIVE INSERT X WIDTH PRIVACY INSERT � o i rrl 1"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS tl U $ O_ 2 U U� 1.53" c; N = Z O �aB _ co n � #I0XI-1/2'PPHSMS v (GYP•) n - ALUMINUM FRAME 3A Aluminum Impact Ute Frame o r, Door Panels 3SldeTdes N DAM 6 02 16 i mP) I � N.T.S. 4" �rCl Dvm.BY. JK m OK BY. LFS 3 rc ALUMINUM LITERWM No:TE FRAME FL-20468.5 ° a SMEEf,L OF 14 N a \;l�nln�iii. �2.36- t dmZ INSWING THRESHOLD 2 n INSWINGTHRESHOLD 37 Inswing Basic d7-I/TS41 WOODJAMB `; ' a p z� Inswing Basic Composite Adjustable SLI 7-1/T 1 E w u w 9oia 4.56' 5.83" LL m a a 4.56" EE (� INSWING THRESHOLD ,�INSWING THRESHOLD OL17WING iHRESHOID zo Insw ng Basic Axed 511 �� Inswing Composite Adjustable SID 16 Compos to S11 Z d 5.75" g o 5.7T' 4.56' �g � o 0 'z- RM � INSWING THRESHOLD .•-. •i, NSs Moderate Climate S 11J/8' ^' 8 ee INSWING 1HRESHOLD �' Inwwng Bastc Compos to Adjustable S® 7 OIRSWING 7HRESHOLD o 0 Composite/Alu W,n.SL1 ci c pon !n :tin; ,yY:.,•ti.f~ :�;u.;. 9T4ii{ 0.' `41NSWING THRESHOLD 18 OUISVVING 1HRESNOLD o o a d Inswing Moderate Clmate St0 5 PUBLIC ACCESS THRESHOLD �Compos;/Aluminum SR (Ihemml Break) m 5.75" ^Q II 2135",, I I o 0 O L wh 08102116 ? � b. scare N.T.S. o . �j owa er: JK m' • 36 INSWING THRESHOLD T.'=5 �--1.79"� �1.9T ° -�2.06"�•{ I � o�' o criw an LFS 3 Iruwing Basic i d 53/e 511 &a w € 8 SWEEP 9 SWEEP �O SWEEP o SIDE7SPACER SIDEU SPACER SIDEUTESPACER o PAWM NO m 75 76 O FL-20468.5 Inswing o Outswing Inswing o Moderate almate threshold scar 13 of 14 o — a ' 1111111111!!!! RIF BILL OF MATERIALS BILL OF MATERIALS �pA�'• .J1'� REM IT DESCRIPTION MATERIAL REM tI DESCRIPTION MATERIAL �,-'i •J A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL OVA 6 B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL Z �` �' C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL '�,~�•'•... z o n D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL A •••P P�� MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL �/!! list,111 "z c m o E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 4"X 4"HINGE STEEL 9 °i3 o Z G 3/16X 31/4"TTW CONCRETE SCREW STEEL 311 MULTIPOINT STRIKE PLATE(TONGUE GUEFH WOOD SCREW STEEL 30 LATCH&DEADBOLT STRIKETI-ATTE(TSYSTEM) SYSTEM) ALUM/COMP ALUM/COWP ^ g H g 56 , a 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP LL7 m a � J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP E. 9z L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 34 INSWING THRESHOLD ALUM/COMP £a M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP N 3/16"X 2-3/4"TTW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP 1 JAMB(FINGER JOINT PINE) WOOD 37 INSWING THRESHOLD ALUM/COMP CL 6 WEATHERSTRIP(MEDIUM REACH) FOAM 38 INSWING THRESHOLD ALUM/COMP ro 7 WEATHERSTRIP(LONG REACH) FOAM 39 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 40 DOOR PANEL(BOOK) - g o 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 41 DOOR PANEL(HYBRID) 3 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 42 DOOR PANEL(Ul) - q 15 PUBLIC ACCESS THRESHOLD ALUM 50 SIDEUTE(FULL LITE) 16 OUTSWING THRESHOLD ALUM/COMP 75 SIDELTTE SPACER(INSWING) PVC al 17 OUTSWING THRESHOLD ALUM/COMP 76 SIDELITE SPACER(OUTSWING) PVC 18 OUTSWING THRESHOLD ALUM/COMP 77 SIDELTTE SPACER(INSWING)-MODERATE CLIMATE SILL PVC ' 22 #8 x 3/4"PFH WOOD SCREW STEEL 88 1 X MULLION(SG>=0.55) WOOD z 23 #10 x 3/4"PFH WOOD SCREW STEEL 's a Y 24 #10 x 1"PFH WOOD SCREW STEEL o i k N d N N i a o CONCRETE ANCHOR NOTES: u—n 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. 0 8 5 edge distance to mortarjolnts. m 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to ,�z e maintain the min.edge distance to mortorjoints,additional concrete anchors may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. a $ 3.Concrete anchor table: ^ ? is $ ANCHOR ANCHOR MIN MIN CLEARANCE MIN CLAR4NCE n L?IIABEDMENi. TO MASONRY iOADJAC(cNi ¢ g :..::.:.:...............:.::............................................ .............:EQGE3::;•:r;:?;:a;:s%:;•sxIANCHOR;;;a::; ^ i TAITW a 1/4" 1.1/4" 2" 4" DMh+08102116 ? ELCO ® 1/4" 1.1/4" 1" 4" ; ULTRACON sruc: N.T.S. TAPCON® 3/16ITW " 1.1/4" AS SHOWN 1.1/2" DMV.BY. JK m' cm W. LFS 3 WOOD SCREW INSTALLATION NOTES: DxAWIND NOJ 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of 0 0 n wood screws to prevent the spflH FL-20468.5 ing of wood. N La s 14 orb a1