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HomeMy WebLinkAboutProduct Approval RECEIV3 �1�ED SEF County, Permltting 74.76'MAX.OA,FRAME WIDTH—�{ =Q'�:`m• '. m THERMAI IR ®ST Lucie I =U * t ��� z o DOORS �p Fiber-Classicc-i . & Smooth-Stara Z 3 '''�«, pT "'�� Z o m 4Z oo §i3..= Z o U COMPOSITE EDGE m X m X \ rg 0'm W GLAZED FIBERGLASS DOUBLE DOOR ro W / / �iLL'� maaE g w/ or w/out SIDELiTES �_ p INSWING/OUTSWING J a ,IMPACT' X32 GENERAL NOTES z 0 1. This product has been evaluated and is in compliance with the 6th Edition(2017) 149.76'MAX O.A.FRAME Florida Building Code(FBC)structural requirements excluding the"High Velocity ¢�' Hurricane Zone"(HVHZ). FRAME WIDT RAME WIDTH g M 3 2. Product anchors shall be as fisted and spaced as shown on details.Anchor a embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product compries with FBC Sections 1609.1.2&R301.2.12 and does not require an impact resistant covering. This product meets missile level'V and includes Wind Zone 4 as defined in ASTM d O ti E1996 and FBC Sections 1609.1.2.2&R3012.12.1. 0-2 o A 4. For 2x stud fromin construction,anchorin of these units shall be the same as that g O 9 9 9 2 0 cE X X 0z shown for 2x buck masonry construction. k 5. Site conditions that deviate from the details of this drawing require further z a z engineering analysis by a licensed engineer or registered architect. ,� / / PU 2 Q g 6. Fiber-Clossic&Smooth-Star Door&Sidelite panels require the use of"J"part numbers / o d and must be stained or painted within sic months of installation. TABLE OF CONTENTS SHEET® DESCRIPDON 1 Typical evaf ons,Design Pressures&General Notes ,^ g 2 Door Panel Details ^ 3 Sidefde Panel Details n o h 4 Elevations m rg 5 Horizontal&Vertical Cross Sections 2X Buc o 0 6 Hoo al&Vert cal Cross Sections Buc DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) a^z a 7 Ho onto)&Vertical Cross sections(Dire o MasonryCONFIGURATION INSWING OUTSWINGDAMDAMn 08102116 z B Vertical CrossSections(Thresholds POSITIVE NEGATIVE POSITIVE NEGATIVE saw: N.T.S. 9 Buck Anchoring Dwo.W. JK m'. 10 FrameMchorEg xx,OXX0 +47.0 -50.0 +50.0 -50.0 CM F 11 Hardware Details �� �`�'�o �'! 3 12 Glazing DetaBs See Sheet 4 for Hardware Specfticatlons /FLO20468.s 13 Component / 0 € 14 BTT of Mata Pols d 0D EXTERIOR 1.875' I i `��� GI 1.198 COMPOSITE n r ' >L•: �bx.�%? CAP 'N'•7 Zra',dy�Or—�-,�m �m COMPOSITE IN LOCK BLOCK STILE pf �``,` CAP HINGE STILE (12.5'LONG LVL) (ENGINEERED WOOD) = Y 8 n--Z (ENGINEERED WOOD) t HORIZONTAL CROSS SECTION . y x z° 2 = Cog L m Z_m p U 3 1.875' 8 4 m a a 0.406" 1.198" GI EXTERIOR1.191T' � (--0.406' TOP RAIL Z (COMPOSITE/ENINEERED � WOOD) o �a t ji 7L :f• .lr. i..•.,�t . :t• a5"Lt{. COMPOSITELLLL M^ CAP C INTERIOR LOCK BLOCK STILE c ..•�.4-`;�;s !>;y. 4 ;< cQ c COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) (12.5'LONG WOOD) (ENGINEERED WOOD) J 2 HORIZONTAL CROSS SECTION FOAM CORE y;•i ' S (POLYURETHANE- 1.9 PCF MIN.) .;,'•,:t:,..: �m o 0 e 36.0"MAX.DOOR 35.813"MAX.DOOR 35.813"MAX.DOOR � � � o PANEL WIDTH PANEL WIDTH PANEL WIDTH of m 3 3 4 a L9 2 2 2 INTERIOR EXTERIOR INTERIOR EXTERIOR t2 � 2 / 0 2 / 0 2 / o G1 G1 o o (J 0 dm V) L m m L m d d d I Q ''' t B k e p Y ® y p X Q O FIBERGLASS SKIN :,+: g' p /� o �` O • ` c (0.073"THK.) o n' z / BOTTOM RAIL Z C' ° (COMP.) zo 1.71 j 3 VERTICAL CROSS SECTION 4 DAM 08102116 VERTICAL CROSS SECTION ; 2 2 sem: N. S. M.BY. JK m cm era LFS 3 D D D o NO.: DOOR PANEL DOOR PANEL DOOR PANEL FL-20468.9 0 n 40 BOOK eg 41 Hybrid Door 42 UI Door sN�r or 14 a a R:1C0entsXThe ma TrU PB1NANENr,A-Fiwida Pmdud Appy IsV Ir20468 WBDRT r FC SS Lnpad-CHmposbkC-Drawings\FL 20968(2017)-QIRRENiRR 20468.7.9.dwg,3.3 167" 792S MAX.PANE.HBGHT m . 4 o Tima n IA 0 I° M A o V1 N m o1.67'! o P Q TA S WtJ 0 Z=� OD ZE `Z m m e F� tet—0.87 A0.81"t Z 47 I0 o.43409 11/29/17-o'� PRODUCT: oocummL Prepared By: SMEOF r'� o THERMA—TRU Lyndon F. Schmidt �ii�••+ OR '0\` IW to D 21 Z cti FIBERGLASS DOOR P.E. No. 43409 {+ y N 2 117157,7 RECESSED PANEL NOTATION' JK PART OR ASSEMBLY: BUILDING CONSULTANTS,/iN�1131�� I ,OODD � � 1>! � 1 7/17/17 UPDATE TO 6th ( )2017 FEIC JK P.O. Box 230, Valrico, FL 33595 {' m a NO DATE BY SIDELITE PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE CJL No. 9613 ®2076 R.W.BUILDINGODNHULTANTH INC. , T 11{1111111//// a z 4 4 6 5 6 7 7 5 6 7 5 6 7 '. �•'••. . c; 4 4 11111//,... .•- O``,�� 11 zd o OIL , LLQ t s x5 X g 5 X 5 6 2 ' x 1 6 '� m L111ilL5 P 4 D 4 a 3 1 2 3 4 5 6 "m g $ g g SEE HARDWARE CHART g $ g g SEE HARDWARE CHART $ $ ~N N O 8 Q d a d V D d d wa 0 '}f::i?VV RE r4 z n - d MA UTACILII ': r:`•i'' ::::QAh`:> ? r; ;' '?_ KNOB: F51 d SCHLAGE DEADBOLT: B60 DATE:08102116 = KNOB: SIGNATURE SERIES D KWIKSET DEADBOLT: SIGNATURE SERIES 980 D N.T.S. K m Fiber-Classic/Smoofh-Star Door Panel Options ( ) r Products approved include all embossed panel doors and 2 panel recessed panel doors. HOPPE MULTIPOINT•MPDGART at Similar glazed panel configurations are allowed. ERMA-TRU (3 pt.Manual Tongue) DRAWING No.: € Panels shown are for Illustration and are representative only. } FL-20468.9 0 sHEET _�L Dv 14 " a • - ``Illilllll���� 1.15'MIN. Notes: ``�J� "-... "•°/t��ii E EMB.(TYP.) 1.Sidelite assembly screws located 6"from each end and 5 more screws equally spaced between(7 screws total per side jamb). _ t.'•j B z4 - El 2.Sidelite assembly screws located 3°from each end&at centerline * 1 — C B (3 screws along head jamb). 0)" z6 �;O O.1(TY;INK 0.15'C-SINK C L ° ' D �� A/, ••``� w>yy0 C4SEENOTEI o \ z -z D 25 � p9yy g 9 6a Ndta° maaINTERIOR BE Ir0 ad: 23 24 EXTERIOR 40 41 42 m �o d 50 D n 7 1-1/41MIN. L 29 1 EMB,(TYP,) 40 41 42 EMB4"� EXTERIOR INTERIOR c r` o =o 1 HORIZONTAL CROSS SECTIONof 5 S own w/2X BUCK 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION a a Outswing shown(Inswing similar) 5. Sown w/2X Buck 5 Shown w/2X Buck Outswing shown(Inswing similar) Outswing shown(Inswing simllar) F 0.15"C-SINK D U 1:9 ITYP) v z E N SEE NOTE 1 25 ' Iju to 6 7 20 _ L`° B L Ba C 1 ^tea � 25 e SEE NOTE 2 _ N^Z O L Ne 50 23 24 25 11 50 DAW-O o2 16 0 40 41 42 40 41 42 40 41 42 27 29 N.T.S.�K m EXTERIOR INTERIOR o 2 5 HORIZONTAL CROSS SECTION' GNK.NG LFs 6 HORIZONTAL CROSS SECTION DRAWING NO.: 5 Outswing shown(Inswing similar) outswin shown Inswing similar 4 VERTICAL CROSS SECTION m 5 9 I 5 Shown w/2X Buck FL-20468.9 o Outswing shown(Inswing similar) lma 5 of 14 " a \\111111111///j Nates: ``\,� ;• "•,�I����' 1.Sidelite assembtyscrews located 6"from each end and 5 more screws equally spaced J _ °f �•iL N between(7 screws total per side jamb). 2.Sidelite assembly screws located 3"from each y V� end&at centerline(3 screws along head jamb). : E ,j,• g Q'Oz >° m Zpnmi a a N•: e A Ca Em z$Z0 � r €E A �m _a � d000.. C E r !i LL . � 40 41 42 E 9EE Z °a C ' U (IE EXTERIORINTERIOR VERTICAL CROSS SECTIONINTERIORShownw/iXsub•buck 45Outswing shown(Inswing similar) O i• oEXTERIORE 23 24 SEENOTEI ° ° ZR1-114"MIN. 29 40 41 42 EMB.(TYP.) z N z 1-1/4 MIN. C i n d y EMB.(TYP.) A a g 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS S ON m 8 R 6 Shown w/ sub-buck 6 Shown W1Xsub•buck 25 5011u=ng shown(Inswing similar) Outswing shown(In similar) SEE NOTE 2 W �� z EXTERIOR INTERIOR ^^ Ig Nip [D] Z DATE:08 02 16 z 4 VERTICAL CROSS SECTION �.,°. N.T.S. a 6 Shown w/1X sub-buck DING.ar: JK m F Outswing shown(Inswing similar) q LFS� 3 DPAWNG No.: m FL-20468.9 0 W, ww 6 or 14 s a . MAX.12s, Z E ^' MW. E u M2. IN MAX. E um$i N MAX. �O~ m �• 'v.y.... •�,``` TNM C C 1 C 1 \ a�« 'z \v ^ 29 c� xz°� U0 9m°°v 40 41 42 P 40 41 42' 0 50 0 �'Y d°a 91 9 14 LL Cz SEE OTE 2 E°Lj EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR Z a 3 VERUCAL CROSS SECTION 7 Shown Direct to Masonry 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION oPR Outswing only w/4-9/16'Jamb 7 Shown Direct to Masonry T Shown Direct to Masonry �q �2 I8 Double Door Only(N/A w/Sidelites) Outswing only w/6.9/16 jamb Outsvnng only w/6.9/16'jamb 1.Sidetrte assembly sc cated 6"from each end plus e equally spaced between( s �m� rrZ 2.Sidelfte assembly screws located 3"from each end 8 at centerline I o =� (3 screws along head jamb). F a a Ln 8 C U TU INTERIOR Z F n 40 41 42 0 cn 3 ,op o •ten Z 8 O � INTERIOR INTERIOR - a Qa. �� tn ry r` N 40 41 42 50 Q o: M Mg $ 1-1/4"MIN. Q N 1XI i EMB.(TYP.) m g ^�Q a gE ° EXTERIOR 1-1/4"MfN. EXTERIOR EXTERIOR 2$ E z v EMB.(TYP.) SEE NOTE I 1-1/4"MIN. u�TE 8110116 z EMB.(TYP.) Sc : N.T.S. 1 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Sn Ji< m 2 7 Shown Direct to Mason CIfK. : 7 Shown Direct to Masa rK 7 Shown Direct to Mason Outsw ng only w/6 9116 jamb DWNG NO. 7 Outswing only w/6-9/16'jamb Outswing only w/49/16'jamb Double Door Only(N/A w/Sidefftes) FL-20468.9 w SHEET L oF]-4- JZ Q i `111111111//// Notes: 1.S11 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. SIII Item#'s 16&33 are attached to Jambs w/(2)#8 X 2-1/7'pth screws at each end. 10 m •;1� 10 Sill Item#15 4 attached to iambs ufllWng(2)#10 X T pph screws at each end. JS 0 2.Sidellte assembly screws located K'from each end&at centernne(3 screws along sill), * Zy ro INTERIOR EXTERIOR INTERIOR EXTERIOR �q////•••PI 1111` N>,;Q Zdm d EXTERIOR INTERIOR 40 41 42 40 41 42 y v — g L g m W y 8 40 41 42 7 16 17 18 a:a 38 39 32 33 34 35 36 37 ;z SEE NOTE 1 SEE NOTE 1 8 va SEE NOTE I .'.; E - E ^ •b .'e � 'y a e° �. 'b e° V)= .p e O % C1 r4 °.p °. a °.. CQ d _ a o ° e°° ° n° . m �� y�i�j [1�--rn D 0 z 0 fm j 0 y 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SEC17ON 3 o ' i�5 $ Inswing Sill — utswing Sill a $ Inswing Sill. 5tj »m 1 INTERIOR EXTERIOR � SEENOTE2 25 50 EXTERIOR INTERIOR a N k EXTERIOR INTERIOR o rn 40 41 42 77 75 32 33 34 35 36 37 38 39SEE NOTE 2 25 50 16 17 18 d 8 N 10 10 Of 15 76 dE E E 4V SEE NOTE 2 •':= - _.�;u;,:. ti`F:i�.+=:< z e e �° �°• - �° z L3 DATE 08 02 16 = _z d D z a -0-Le IN.T.S. 1 n 1 MG. . JK m �41 VERTICAL CROSS SECTION 5 VERflCA1 CROSS SECTION �1 VERTICAL CROSS SECTION j4AWING NO.: d 8 Public Access Sill FL-20468.9 n $ Inswing Sid $ Outswing Sill a 6 SHEET 8 of 14 d R:101ef*AThemw Tru PERNANEMIA-Fbdda Pmdu[f Approvals\FL--211468 WBOR TT FC SS[mpad:-Co -DrawNgs\FL 20968(2017)-QIRRENTXFL-20968.7-9.dwg,93 •4 I �o v - •a Q° - ` Q A SC -9 D 19"MAX. I I 4 .0 Pp.) YY —II (T P•) a. �z � r n a n - z` ------------- - v m A -D , O • D CQ A 3 ````quurNg7j7� Sc 4f 19°MAX Ry p.) I �` N0.43409 O.C.)iYP.J�t�1 P '� 11/29/1 PRODUCT: OaeumeMa Pnpalod Or ':-'Q8017E OF 1 THERMA—TRU Lyndon F. Sehmldt j�• ,R20�pt;: FIBERGLASS DOOR P.E No. 43409 FONAL1 ,o" •• y N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: q�� ao BUILDING CONSULTANTS, m x in 1 7117117 UPDATE TO 6th ED 2017 GD FUC JK ORINP•0. Box 230, Valri , FL 33595 BUCK ANCHG Y!/ I{' t0 m NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CJL No. 9813 201 E/ .W.BUILDING C—SULTANT9 INC. R:%OlentslThenna Tru PERMANEN V\ -Florida Product Approvals\R-20468 WBDR 7T FC SS f poste\C—Drawingslp20968(_ 20177))-QIRRENi\fl:20468.7A.dwg,10.3 ' 30 O Z 0� 1pi+ Z m .per v I I I I 2 y W C7W 3Yn c c — v _ Q> i N 1 I I I i Ii 14°MAX. 6„QYP.)—►{ O.C.PP.) v � m p 1p 00 zo Co 3 TA K � z � m $9 Z Z - I i l 1 = ^_m m rn O D D T 1 t 0 W m 2 N �%*'" 1i �ii� 14"MAX I I I `.�� �°••�VCENRF•'•�' O.C.(TYP.) 6"I1YP-) No.43409 11/29/17 T 1x Q PRODUCT: 13-is ProPend By. 81ME OF r• F THERMA—TRU Lyndon, F. Schmidt •'•.•!2gapt:r-•��\` to N = ,°-� m FIBERGLASS DOOR P.E No. 43409 /��'0MAL o y N 2 1-17—J57 17 RECESSED PANEL NOTATION !K PART OR ASSEMBLY: GD BUILDING CONSULTANrs•�{IG��111GG'V,- m x tq 1 7/17/17 UPDATE TO 6th ED 2017 FBC JK IFR/1ME ANCHORING P.O. Box 230,Volrieo, FL 33595� to 6) NO DATE BY Phone No.: 813.659.9197 REVISIONS FEIPE C.A. No. 9813 201 fi BurLCINo CUNBIrLTANT9 INC. O0 � •.�Ii m 25 Ino �q0 SEE HINGE /i/�•'••., °u 0 DETAIL(TYP.) 25 /j// • \ a 0 6 Z Xd Em z LATCH&DEADBOLTDETAIL E.g 9 d o a LATCH&DEADBOLTDEWL a 5 r Schlage!Kwikset o o u pan oc `a a O O +I E o Z �� kDIRECTTO, c"y p ^ M DIRECT TO Ea ASONRY gi m � �? MASONRY BUCK I G 1X BUCKX BUCK 80 1 ( 25 2X BUCK 78 0 SEE LATCH a SEE LATCH &DEADBOLT �� o &DEADBOLT pl DETAIL } w DETAIL 080 3 m o � � o a DETAIL I o Coastal Astragal Strike Plate @ Head DETAIL 1 a Multipoint Lock Strike Plate @ Head '?m I 11 tr & ASTRAGAL HINGE JAMB ASTRAGAL A Latch and Deadbolt MUlt Int Lock ul ON (n IS S L 2X BUCK o❑ de 9 80 DETAIL 2 G 29 G 1X BUCK 79 a 12 m w Inswing G DETAIL 2 8y� Coastal Astragal Strike Plate QSill M DIRECTTO Inswing 6{a MASONRY Multipoint Lock Stoke Plate 0 Sit u is dz 1!7'0 HOLE 24 e n 23 � m O Z N Z [Di HINGE DETAIL DATE 08102116 i DETAIL2 79 sr c• N.T.S. ° 8O DETAIL 2 G oDETAIL� G Ouwm DM a+': JK m 9 MuBipolnt Lock Strike Plate @ Sill z (row ng CHY 13Y. LFS 3 ~ Coastal Astragal Strike Plate @ S11 Astragal Bolt Rola�'Sill MULTIPOINT LOCK STRIKE DETAILS DFFLL-20466.9 "- n LATCH&DEADBOLT STRIKE DETAILS sxEEr T I of J L a d EXTERIOR '• •m• .���ii n CELLULAR 1/2a * o=Q n 'GLASSBRE GLAZING TAPE :: — Z �• a I"THK.GLASS ::< i��'•., ��� �W 1/8"TEMPERED GLASS ,P %%%%% 1/2°AIRSPACE rrrrr •tt�: o m o PrIlZ 5/32'ANNEALED GLASS \` N S X d v S DOW 995 INTERNAL GRID GBG WROUGHT IRON INSERT S v 9 c°w OR INTERNAL (GBG) d N p C a SIKA 552 (SAFLEX OR KURARAY BUTACITE) LL Co 1/8°ANNEALED GLASS v°W #10X1-1/2'PPHSMS 3AD INTERIOR SWIGGLE GLAZING SPACER aS. 0 IS G1 GLAZINGDEfAIL �oU. al'i te Fr Door Pa ek&SIdentas ame — J T TRm PRIVACY INSERT DECO IVEINSE m c� c 20.ff D.L.O. I c I WIDTH 1"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS a b xxO— mUm LL — p F (E cn z z $ _ #10 X 1-1/2'PPH SMS L PP.) 3A ALUMINUM FRAME 4 Aluminum Impact We Frame DATE.06 02 16 i Door Poneb&Sideliites " SGLE: N.T.S. ALUMINUM UTE FRAME DWG.BY. JK F R D3 ruYnNo No.: � FL-20468.9 a bSMEEr j.2DF L4, N d• ``11111111//// 7.59" 7.5' cr" 25 236"—►i � on1Di INSWING THRESHOLD 37 INSWING THRESHOLD °L Insving Basic Composite Adjustable SBI 7-112' InsvrNg Basic F xad 7-1/2'SN WOOD JAMB \v g= Z$o 3 C W 4.56" 5.83' e g m a a a - - � o: L �� INSWING THRESHOLD INSWING THRESHOLD ,�,ZOUTSWING THRESHOLDo ''' Inswing Basic Fixed SU 38 Insvfng ComposBe AdJustable SIR s° ComposRe ill Z m a o s 5.77" 4.56' �m '� 0 O tj 8 ...;��^_t-_ ti;a:7t.:;s3<•ti�r.,w;i`f.:i,,...n; ::i f:k?;t+}'='."' INSWING THRESHOLD >>m 34 Inswing Moderate Climate Sill 13/9" INSWING THRESHOLD 1.91" 39 Ins T9 Basic Composite Adjustable SBI 17 OIITSWING THRESHOLD Compos to/Aluminum SBI � on k FLUSH BOLT --�[--0.063' 5.75' 6.0" 5.75' o N N Eq ze o M FLUSH BOLT �! 1 RETAINER Of S7 W 35 INSWING THRESHOLD 18 OUTSWING THRESHOLD „���OASfAL ALUMINUM ASTRAGAL FFa v Inswing Moderate ClfmafeSill $ PUBLIC ACCESS THRESHOLD Compos(te/Aluminum SBI iV z JThemwl freak) '' m 5.75' ^moo 2.1 B"—►{ 2.14" m :,r• I I �^--2.13" 0 0 ooh 08102118 z .:.r^`�:_Xr•r.':'' t>'.;:�,nr; o-1 "• a scuE: N.T.S. _ o F INSWING THRESHOLD ry �—1.79" 1.97' ° I c c LJFKS ¢ F+—206° o �d 36 Inswing Basic Fixed53/4"SBI la o DPAWNG NO.: rc SWEEP SWEEP SWEEP o SIDELRESPACER SIDELRESPACER SIDELRESPACER m 8 9 10 75 Inswing o 76 outswing 77 Imwing FL-20468.9 0 Moderate Crimate Threshold N SHEET 13of 14 0 8 " ' 111{111111//1�� BILL OF MATERIALS BILL OF MATERIALS ITEM 0 DESCRIPTION MATERIAL ITEM It DESCRIPTION MATERIAL �' 0 A i X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL2� 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 �'�,Y�•''•.•.•• .' D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL 1 i^ a o E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 29 V X V HINGE STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 32 INSWING THRESHOLD ALUM/COMP a Z s F #10 X 2"PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP ^8 i°' i 0 m a G 3116'X 3-1/4"ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP 9 d o a I 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP J 1/4!'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMPoZ L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) -STEEL 37 INSWING THRESHOLD ALUM/COMP a M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP N 3116'X 2-3/4"PFH ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP 3 P 1/4'X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK) - C) c 1 JAMB(FINGER JOINT PINE) WOOD 41 DOOR PANEL(HYBRID) - :DC) $ 6 WEATHERSTRIP(MEDIUM REACH) FOAM 42 DOOR PANEL(Ul) 7 WEATHERSTRIP(LONG REACH) FOAM 50 SIDELITE - � M o 8 SWEEP VINYL 75 SIDELITE SPACER(INSWING) PVC 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC W m ° 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC 'ol a 11 #10 X 1-3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL & 15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE @ SILL. STEEL Y Y 16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL a 17 OUTSWING THRESHOLD ALUM/COMP 18 OUTSWING THRESHOLD ALUM/COMP b! 20 COASTAL ALUMINUM ASTRAGAL ALUM k 23 T1 0 x 3/4"PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: 24 #10 x 1'PFH WOOD SCREW STEEL z 8 0 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 1d 0 edge distance to mortorJolnts. $, 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortorloints,additional concrete anchors S may be required to ensure the"MAX.ON CENTER"dimenslon are not exceeded. �'a 3.Concrete anchor table: = i tf ,::GCE Rtt Cf: .I - ri`MIIV.... A.....N.......N►.N.......EA__...NC.f;: n m A:H.CT>O>r•`:•:A:tJIrH.OR :•'::i:MIN: `:,::::::s:::...........;....,..,..:.......;:;::......................................... ^• � TYI'l: SIr E �lNB$DMfhIT TO MASONRY TO ADJACENT ^ a R ......... EDGE :..... .....•ANiyNbk.....:: ^^c h ITW TAP ON® 1/4° 1-1/4" T 4" o c N^ELCO Z a ULTRACON® 1/4° 1.1/4" 1° 4" Dae 08102116 T sr a N.T.S. ° TXITW ® 3/16" 1.1/4" AS SHOWN 1-1/2" N Mr.BY. JK m 2 � WOOD SCREW INSTALLATION NOTES: cxw�`• LFS 3 €� 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c,spacing of Dww No No.: wood screws to prevent the splitting of wood. R-20468.9 0 � seer 14 or 14 o 62 � S R W R W Building Consultants, Inc. ' BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluat�on Re ort / hei-5,2017 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Fiber-Classic and Smooth-Star Exterior Swinging 118 Industrial Drive Composite Edge Glazed Fiberglass Double Door Exterior Door Doors Assemblies Edgerton,OH 43517 w/or wlout Sidelites Phone 419.298.1740 Inswing/Outswing"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. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This 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 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-20468.9 require further engineering analysis by a licensed engineer or registered architect. 6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"J"part numbers and must be stained or painted within six months of installation 7. See drawing FL-20468.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 06-0718-1 ASTM E330-02, E1886-02, E1996-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01460274 ASTM E1886-05, E1996-05 Testing Evaluation Lab.,lnc. V.K.Wright ASTM E330-02,E331-00 TEL 01460130 ASTM E1886-02, E1996-02 Testing Evaluation Lab.,lnc. V.K.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 2. Miami Dade NOA Materials Testing 16-1117.01 Butacite°PVB.Interlayer(Kuraray) 17-0712.05 SaflexO PVB Interlayer(Eastman Chemical Company) e� „o Drawin 3 No.FL-20468.9 RW BuildingSigned&Sealed bv No. Consultants, Inc.(CA#9813) °4°00��• ......�r��o° Lyndon F.Schmidt,P.E. E.Ns°° ° 4. Calculations Prepared by o� o° v F °°, o�Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) m No 43409 o ,-'Lyndon F.Schmidt,P.E. afro °� o 5. Quality Assurance o ,_ Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma Tru Corporation is 9: STATE OF manufacturing products within a quality assurance program that complies- �o�,ri°.°A, �­ %Z.o Lyndon F.Schmidt,P.E. .L 1 "° o`' FL PE No.43409 with ISO/IEC 17020 and Guide 53. °a° 'Sl Rc4° 12/14/2017 Sheet 1 of 1 °Aea oa©�a 6 4000