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HomeMy WebLinkAboutProduct Approval-Door R W R W Building Consultants, Inc. R EC erred B Consulting and Engineering Services for the Building Industry FEB 2 P.O:Box 230 Valrico,FL 33595 Phone 813.659.9197 6 2018 I Florida Board of Professional Engineers Certificate of Authorization No.9813 Per •tf/ng O St Lu%cont en Product Evaluation Report Report No.: FL-20470.9 Date: August 16,2017 Product Sub Category Manufacturer Product Name Category Therma-Tru Corporation Fiber-Classic and Smooth-Star Swinging Composite Edge Glazed Fiberglass Double Door Exterior 118 Industrial Dr w/or w/out Sidelites _ Exterior Door Doors Assemblies Edgerton,OH 43517 Inswing/outswing Phone 419-298-1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System IID# 1998)for Therms Tru Corporation based on Rule Chapter No.61G20-3,Method 1D 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. I az, Limitations: 0 1. This product has been evaluated and is in compliance with the 6th Edition(2017).Florida Building Code(FBC)structural requirements including 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 the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. I ' 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 an impact resistant covering. This product meets missile level"D"and includes Wind Zone 41as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-20470.9require further engineering analysis by a licensed engineer or registered architect. 1 7. This product meets the water infiltration requirements for the"HVHZ". 8, Outswing configurations using',Coastal Sill(Item#19)and Composite Sill(Item#16)under active doors and all sills used under sidelites meet water infiltration requirements for"HVHZ'. 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 canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-20470.9 for size and design pressure.limitations. I Supporting Documents: 1: Test Report No. Test Standard Testing Laboratory .Signed by , TEL.01461571 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. William Shelton,P.E. TEL 01460132 TAS 201,202&203(94) Testing Evaluation Lab.,Inc. Lyndon F:Schmidt,P.E. TEL 01460144 TAS 201,202&203(94) Testing Evaluation Lab.,Inc. Lyndon F.Schmidt!,RE. TEL 01460030 TAS 201,202&203(94) Testing Evaluation:Lab.,lnc. Wendell W.Haney;P.E. TEL'01460105.1 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. Lyndon F.Schmidt P.E. 2. Miami-Dade NOA Materials 16-1117.01 Trosifol PVB°Interlayer(Kuraray America) 15-1201.11 Saflex Interlayer(Eastman Chemical Company) 3. Drawing No.- Prepared by Signed&Sealed by No.FL-20470.9 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt P.E. ©pp,�ug2AQ79C 1I 4. Calculations Prepared by 00� s '''-'88"' k, ..o Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) o��� �'�ts .l�1".> =v Lyndon F.Schmidt P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 000 °,•° G E.''S'' ' wo 5. Quality Assurance j o ti o No 43409 0°o. Certificate of Participation issued by National Accreditation and - �°,, • • Management Institute,certifying that Therma Tru Corporation is o r ° manufacturing products within e.quality assurance program that complies w :a S.���E GP o = with ISO/IEC 17020 and Guide 53. 1,,0 a - ° CC!.. °a^~ •°' 4 (} o',�o'er' •Lyndon F. Schmidt,P.E. No. Sheet 1 of 1 a®'Ps,7'-gaLi a s hv:,- s z.% PE 8/1120107 1 . , , THERMAITRU® I ritnS F7„,,,„ £ 6?010 Fiber-Classic & Smooth-Star. Pe t<tu"Y,Depart men unty t COMPOSITE EDGE >., GLAZED FIBERGLASS DOUBLE DOOR 0 °' w/ or w/out gi SIDELITES ay 3 INSWING/OUTSWING ,q T �, 0 N GENERAL NOTES j n N 1. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building Code(FBC)including the"High Velocity Hurricane Zone"(HVHZ). N N2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be cI I beyond wall dressing'or stucco. .3 0 3. When used in the"HVHZ"this product complies with Section 1626 of the FBC and does not require an impact z u resistant covering. Qz < a 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product complies with FBCii o Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level Q 0 ' "D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. w - K COw .. = 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 1 cx li Ndrawing Site conditions that deviate from the details of this require further engineering analysis by a licensed y engineer or registered architect. a 7. This product meets the water infiltration requirements for the"HVHT'. a 8. Outswing configurations using Coastal Sill(item#19) &Composite Sill(item#16) under active doors meet water' 2 infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the a. "HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or 8 canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS cc Z z SHEET# DESCRIPTION SHEET# a 1 Typical Elevations,Design Pressures&General Notes 8 Vertical Cross Sections(Thresholds) — 2 Door Panel Details 9 Buck Anchoring 3 3 Sidelite Panel Details 10 Frame Anchoring — 1- 4 Elevations' 11 Hardware Details ? 5 Horizontaq&Vertical Cross Sections(2X Buck) 12 Glazing Details — 6 Horizontal)&Vertical Cross Sections(1X Buck) 13 Components Se 7 Horizontal,&Vertical Cross Sections(Direct to Masonry) 14 Bill of Materials C 1 N 1 K I ._ EXTERIOR iii - 91.1F •71:7;:?77:1111. - 1 :.,- .., ........„1,10,17 :: .......:.,:......:1,....: F-7; 06'1,- ..:... Z.,:',..:;.: -.::::/..:-. 1..,.::......-.... ',..ViT,i; ..'-:. ...'... ."--...'...,':'', - -, : - -.,.‘ _i, - 'IAA '. f''. •..-- '.,.-::„..... ,,... .......,..... ., . ..___......... 'CIO: :. . • ••.•• I W7". 1 — INTERIOR COMPOSITE HINGE STILE STEEL REINFORCEMENT CAP (ENGINEERED WOOD) (0.023"THK.) HORIZONTAL CROSS SECTION 2"DIA.MAX. 1 r_0.406"0.7, - ,,, ,- .4111\ 0 • 0 h'' •• .• 1.• . •... •: ' :Ale .;... R. 0000 • 0 0 04161111 g:' .•.7,.•.. .....• :'. . mom A. Y,, A ' ;.,-• :- -.---• : . • .. ••••. • . 1"-- 1-- .0.--- r9 ' DETAIL A-A STEEL REINFORCEMENT I g . PANEL REINFORCEMENT I 1 28.86%OPEN COMPOSITE HINGE STILE STEEI (0.023"Thick Steel) r-: AREA MAX. CAP (ENGINEERED WOOD) 0 . 1 1, 1- 1 o ti I --LL- *#8 X 2.5"PFH WS (TYP.@ EACH DOOR CORNER) 0 , rq I o r, 36.0"MAX.DOOR • 35.813"MAX.DOOR 35.813" .4. o i PANEL WIDTH PANEL WIDTH PAN 6A Ak AIM ; ( § 1 e %. It. 1* *1 1* *1 i I* . I cu e-. 1 6 AMIN MIIIII1r111111111r '% .1!.11MINIWI7 0 ti. Allk . 2 • , 0 / 1. e 2 NI = I-- I-- x 0 0 o iri 4? ITI rs V = LC) = 0 Cs1 —I —I LL.I W ....-U- • tn < < 2 6 [X 1 6 o. D. ¢ 0 0 •g 0 0 I • o < < -2 ito fr) Ta ("1cl / q o oz . ///, ///./ z / 1 / 1' / a z ' cc ........... .................. / - tu 0_ f 2 1 . F- I 1* r) *1 1* DI *1 1* rit:i DOOR PANEL (;:i. DOOR PANEL ! BOOK V...._r a} Hybrid Door , 0 EU , SDI 62 1 1 II EXTERIOR --0.66" GI.L l - 1 . t 1t-1 T . - z., _um. ii■••, :. in 1 STILE(WOOD) • INTERIOR 1 STEEL REINFORCEMENT (0.023"THK.) 1 0 HORIZONTAL CROSS SECTION M M 1 v n n a' 0 N J n H N 36.00"MAX. 1 PANEL WIDTH N J D i N m C 1 ib- • • I / O • a / v // • 1 r / 1 NI • > 0 oW 1 o • N W U Z fn Q • m p o GIa to N I 0 o. • 0. � 2"DIA.MAX. 0 ,1 • AllirakLL / • z ;. �� - �Ce 0 . 0` W j EMI 2 W 1 D STEEL REINFORCEMENT O SID UTE PANEL PANEL REINFORCEMENT 28.86%OPEN (0.023 Thick Steel) 50 AREA MAX. I 0 1 1 I 0000 d t / 1 / ,/ // // / / / CO, 5 v ox 0 6. 0 1 5 v T ai 00 1 u crcV 0 ,u- --- IC' , , CD CV / / O OV- f \ / \ f \ N D ; a c r 1 Ti4 ' 1 88 8 SEE HARDWARE CHART 8 o i ELEVATION 1 yy��// I N 2 7 2 CD O N . I U- _.-- I w MI O G Q -- - - 1 1 ti i 1 I I i I Ora. # # i 7 0 111 o U 0 ,._, _._., ' # l )tIe,1 • ( )wZ.., ... , 1 z , ir w n 1 c,G. 1 Et Fiber-Classic/Smooth-Star Door Panel Options z, Panel options shown are for illustration and are representative only g 1 (similar glazed panel configurations are allowed) 1 I i L 1 1 1 1.15 © i EMB0 _____. . (111 a I C 0.15"C-SINK 0 0 I> 1 r"- (TYP) 0.15"C SINK 1 4 as (TYP) 1 .. , .: 0 C A SEE NOTE I0 i' a ► ,,. 1-1— II 0 b 4 0 A � , INTERIOR ,. euunuauuuniII I ,j ICO . a .Q d j ter:• I - . • \\\,11\\\\M\\\\\l 1° 1 1 i%/to''. 4 o 4 \\\\'\\\'\\\\\\\\'0 •i'11�1/11/,;z��r/2zr%: . a lf i iffik ir v" , , • LL . a . a: 0 EXTERIOR N 1-1/4"MIN. ../....X.EMB. MT.) 0 0 000 1-1/4 MIN. EMB.(TYP.) N _, 0 HORIZONTAL CROSS SECTION 0 HORIZONTAL CROSS SECTION o, Shown w/2X Buck Shown w/2X Buck o .1 Outswing shown (Inswing similar) Outswing shown (Inswing similar) o ..„... v ? 0o NJ z 1� �� SEE0 r. NOTE 1 ""vrwiM;in;""�"' CD 0 0 IL ICIII 11 p ...._ ry 1 ,.....„, II0 _............,.. 1 lir 11,,,,, ,. . a. D. < ‘. 'V )11 ii, ir;.•.!-:...., / II _ or Wo\i‘, nein a. _. iiirtv\v‘ A. titiatill\ 0 , ID z 50 1 0 0 0 000 ® 0000 e4 W Q. 2 I r.; 0HORIZONTAL CROSS SECTION 0 HORIZONTAL CROSS SEC Outswing shown (Inswing similar) Outswing shown (Inswing simile N c C7 j Notes: 1 1.Sidelite assembly screws located 6"from each end and 5 more screws . equally spaced between'(7 screws total per side jamb). 2.Sidelite assembly screws located 3"from each end&at centerline (3 screws along head jamb). 1 CI i CI 11C 0 0 . o v. i 3 0 1 01 0 of v11 ! I �.: o v o \\\\\\\\\\\ O N ell) i Rs V rs,a, 00 INTERIOR I IL.-.4.;.::.cp r.N Iql ,i. vr4 .1 , _J =/1110111///1181,/1/ ' !//////%/%/5%%`%/,'/./// V Mill ll I V:A 4 l .nnn/r//n//rr/r01 4441/1! o i7 o 1. , o EXTERIOR03 o ED ® SEE NOTE 1 u 1-1/4"MIN. 0 000 0 (13 N EMB. (TYP.) 1-1/4"MIN. _ EMB. (TYP.) N. VI- N GI HORIZONTAL CROSS SECTION. CORIZONTAL CROSS SECTION H Shown w/IX sub-buck 6 Shown w/IX sub-buck ra Outswing shown(Inswing similar) Outswing shown (Inswing similar) 0. 0. a 0 0 n. co v 0 z I w Z a E w a 2 IIF- m E d V CU I 1 0 Z °- 1.5' z ----'- --. – • MAX. is c. 1.25" �m 2,. © w • MIN. 0 ' w r MIN. I. 0 ',....-_' '— 0 � •�_ �� 0 ,....._ ,., .......ir-Im 1i i?': _ COCEOG0 ®mm o EXTERIOR INTERIOR EXTERIOR INTERIOR IA 4 M II♦ II/. r. 3 VERTICAL CROSS SECTION 0cn 431 Shown Direct to Masonry VERTICAL CROSS SECTIC Outswing only w/4-9/16'jamb Shown Direct to Masonr . Double Door Only(N/A w/Sidelites) Outswing only w/6-9/16'jami N I J Notes: N 1.Sidelite assembly screws located 6"from each end plus 5 more equally spaced between (7 screws total per side jamb). r. N 2.Sidelite assembly screws located 3"from each end&at centerline I (3 screws along head jamb). 3I 5,. � 0 0 0 i . , . , u N INTERIOR N . 111I I.,000 XII -,,L . L 1I cv > 0 • ���A ,��uilk � � kr Co , n D :1 ® p i': a 1-1/4"MIN. li g EMB.(TYP.) a If o 0 EXTERIOR 0 I``� • s i 1 1-1/4"MIP EMB. (TYP z ce I Q. C9 HORIZONTAL CROSS SECTION HHORIZONTAL CROSS SE+ 7 Shown Direct to Mason 7 Shown Direct to Masonry E 7 Outswing only w/6-9/16'jarr ti Outswing only w/4-9/16 jamb Double Door Only(N/A w/Sidelites) N o . Notes: 1.Sill 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. Sill Item#'s 16&33 are attached to jambs w/ (2) #8 X 2-1/2"pfh screws at each end. Sill Item#15 is attached toll jambs utilizing (2) #10 X 2"pph SMS at each end. 2.Sidelite assembly screws located 3"from each end&at centerline(3 screws along sill). 1 INTERIOR r v EXTERIOR INTERIOR IV EXTERIOR 000 000 0 O A m ., 44 3; I '�,i_ A ®®® 4,1 SEE NOTE 1 �� � rn SEE NOTE 1 j rn 1 ik ., ...I.N.._ , ......._____ cr, 1 1 _„, ,ci,' •-,.::..„..„.„,...-„, ,;-..r...::....,..:„...:..:_-_,K.-:,..i„.,6. .,•‘. .. ,.......... ,.... . __•,..,.. . ..._. . . , . ,, . D . . - t. . c,.. . , „. J D CV cp I „ r i „ N.0 N ^_ O D Z 0: Z � . 3 IIIVERTICAL CROSS SECTION2 VERTICAL CROSS SEC o w Inswing Sill8 Inswing Sill ami 1 •7 O 0. o INTERIOR ry EXTERIOR EXTERIOR / tv INTERIOR SEE NOTE 2® CD _, 000 _ I CD N m® ® ; ,- 0t____44_, , To I Ill ' o y 0. ,tSEE NOTE 1 i MINIUM Elit . Q1 it 0 I Ci- 2 kr - 1 ---:. "' 4 I VERTICAL CROSS SECTION m (5)VERTICAL CROSS SECT 8 1Public Access Sill w Inswing SiII u d • R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-20470 HVHZ TT-Composite\C- Drawings\FL-20470(2017)\FL-20470.7-9.dwg,9.3 .. S. i I I I i • • .. Q' . . . _ ---_, C) 411:1)-- -- -- - • .' -G . ---- - - --- -- - XI S9 0 D r 1 I I 4" L.._ 19"MAX. (TYP.)-'- .� O.C. (TYP.) • Cu) •.�, ... . , .t - -- - - . i i l i . . z Ca) ' • •� 4 • • i 1 DIRECT TO 0 ' MASONRY ODIRECT TO O MASONRY q.ASTRAGAL HEAD HEAD 3„pp.) (TYP.) (TYP.) 7"(TYP.) Li 3 i l i i i v - Qi . o 1 . o I LL SEE DETAIL 1 " \ (SHEET 11) — N FRAME O 2X BUCK ,o BUCK ~ o (TYP.J 0 1X BUCK (TYP.) N J ,i-- HEAD&JAMBS — r 3 (TYP.) o DIRECT TO 0 MASONRY © DIRECT TO . ., — MASONRY JAMBS JAMBS AL (TYP.) =""' .) — .. _.�/ — 0 SILL (TIP,) SEE DETAIL 2 Nt-R < O (SHEET 11) Q a av N C - i i i ► vo i N ja' .. °. g a , o XX MASONRY 1 LL (TIP.) i LIZ a . aW FRAME ANCHORIN+ 2 1 CZ I I1 1 o ._ Ile\ ® SEE'HINGE N IF DETAIL(TV.) 49 ---6mUlli G 1 9 II i 1 .._. Lo.i LATCH&DEADBOLT DETAIL . Schlage/Kwikset L, • © DIRECT TO o MASONRY 'gyp N O 1 X BUCK y --J ® 2(BUCK Q II SIRr, is rzi c SEE LATCH cV Zino &DEADBOLT ;nR. DETAIL u) 0 N O n cv LL SIN DETAIL I an Coastal Astragal Strike Plate @ Head 3 0 U ' ASTRAGAL ! HINGE JAMB o Latch and Deadbolt Pc: E 0 U NII N0 Q DETAIL 2 0 Inswing >"' Coastal Astragal Strike Plate @ Sill ■ ill : et :: , I,` 1/2"0 HOLE ' I� ■ t O o -. LL iI 1WiL HINGE DETAIL z \ a 0 DETAIL 2 0 DOETAIL 2 Inswing g ~ Coastal Astragal Strike Plate @ Sill Astragal Bolt Hole @ Sill E LATCH & DEADBOLT STRIKE DETAILS EXTERIOR CELLULAR GLAZING TAPE 1/2"GLASS BITE I — 1"THK.GLASS )1 1/8"TEMPERED GLASS I /51...L.11 1/2".AIR SPACE _ 5/32"ANNEALED GLASS II ismokomon DOW 995 0.090"0.090"PVB INTERLAYER OR = (SAFLEX OR KURARAY BUTACITE) SIKA 552 1/8"ANNEALED GLASS #10 X 1-1/2"PPH SMS N CD SWIGGLE GLAZING SPACER INTERIOR Ti;01 i Oi h. o (1.1. GLAZING DETAIL Aluminum Impact Lite Frame - Door Panels&Sidelites R.0 N_ 0 I. o20.88"D.L.O. CS - WIDTH N C 3 , 0 u U O O cl Eo 1— = CV L > 1.53" _ x O O N.o ^ ✓ CI N LIN 2 0. #10X1-1/2"PPHSMS ,,, Lc (TYP.) 0. caa ALUMINUM FRAME 4 ____I �-- t 3A Aluminum Impact Lite Frame (�'.) o' z ! Door Panels&Sidelites `') a 04 ALUMINUM LITE FRAME a 2 H g m . ii 1I 1 . , 1 . 1 i i 7.5" _ 7.59" 0 4 : to , ,„,_ —L ii I 77,..!..!777 2.-- 1i77--- 1:;::::::,-;:-;-;:!,:1::,•;::.27-7.711; ,_ 6a:1, INSWING THRESHOLD 61,-,5 INSWING THRESHOLD \.!._'__".)Inswing Basi&Fixed 7-1/T Sill V:.',..".)Inswing Basic Composite Adjustable Sill 7-1/2" 4.56" . 4.56" i• 4 ' :41 11111i,,-„-: ,...:-....,-..., vl i :''',""::: .:',-:---F,'',.;:f. .Y.r--1 -,..,..-, :,.',-,..;,:.,;:L.S.F>:',::::'_7•3';,!•;:::.,.:=::,'..:i;i:::-- ,..., r, A T N: r2 c, : tkswING THRESHOLD ("1"71 INSWING THRESHOLD Inwing Basic Fixed Sill 1-.. \`2",_.#}Inswing Composite Adjustable Sill rZ9 --- 5.75" t9. 0 ..- 5.77" ! 0 N. 4 .-1 *------- -11 1111 SWIM —u7 ..1.1ii.,;:::":fi.*: al ;'.,:";• '..i:sif;71E.-:i.,?::::::;;T:::',. .;',74*:',. - ie.,:',<.-5:,t-.:;:.'.:?-;; :2';: .,.% INSWING THRESHOLD Inswing Moderate Climate Sill 1-3/8" --1;3. INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 0 i ! g , u 5.75" 6.0" 'EN NI , = 4 q , > co ft) CD :.:77:...: :.-Yi.. .:,.::::..iVve-.'...7;;;'....',:“.;,,,,:. Li. y ,r.-•:5..37,:isfV:'C':'.. -•.,..:',:.,:1::::1,... f LL L__J-ini- ....-,,,,, ,_ > INSWING THRESHOLD a. CI < V.._•..,"JP Inswing Moderate Climate Sill r--, PUBLIC ACCESS THRESHOLD 2 a. 4 5.75" 7, I_ fa o IT_ 4 :,•..-.,,,„,,,,,,,,,,;(:..,;,,,,,,,::!,•::„,„,..;f,,,_:_•.i.v: 111 .--i. ';,:,:.iiiii!if-if::::",!. ..rt;.:74-f: .:1';;;;1-'::::!::„k",•!z-.1..5; .:,f7'.::::Zi.;':;;.' --------.-- i 1 i I ,, A 43Tib -T--1-rCrl Ce U.1 2 6--12 INSWING THRESHOLD i I 1.79,.--.— . 1.92" -1 2 1.- 1 !"^:9 inswing Basic Fixed 5-3/4"Sill -.- d C)SWEEP C)SWEEP c> 0 il 1 c o i cc 4 • 1 , BILL OF MATERIALS ITEM# DESCRIPTION, MATERIA! ITEM# DE. A 1 X BUCK (SG >=0.42) WOOD 25 #€ B 2X BUCK (SG>=0.42) WOOD 26 #8 C 1/4"MAX.SHIM SPACE — ! 27 LA D 1/4"X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL i 28 DE MASONRY—3,000 PSI MIN. CONCRETE CONFORMING TO ACI 29 4" E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 32 IN: G 3/16"X 3-1/4" ITW CONCRETE SCREW STEEL . 33 IN: I . 1/4"X 1-3%4" PFH ELCO OR ITW CONCRETE SCREW STEEL' 34 IN: J 1/4"X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL! 35 IN L #10 X 2-1/2" PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL. 36 IN: M 3/16"X 2-1/4" ITW CONCRETE SCREW STEEL 37 IN: c, N 3/16"X 2-3/4" ITW CONCRETE SCREW STEEL, 38 IN: P 1/4"X 273/4" PFH ELCO CONCRETE SCREW STEEL 39 IN: 1 JAMB (FINGER JOINT PINE) WOOD 40 DC 6 WEATHERSTRIP (MEDIUM REACH) FOAM. 41 DC N 7 WEATHERSTRIP (LONG REACH) FOAM 42 DC 8 SWEEP ' VINYL 50 SIE 9 . SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL 75 SIE 0 10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 76 SI[ ri 11 #10 X 1-3/4" PFH WOOD SCREW STEEL 77 SI[ 15 PUBLIC ACCESS THRESHOLD ALUM 78 MI 16 OUTSWING THRESHOLD ALUM/COMP 79 MI L 17 OUTSWING THRESHOLD ALUM/COMP 80 K 18 OUTSWING THRESHOLD ALUM/COMP 88 2X 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD S 20 COASTAL ALUMINUM ASTRAGAL ALUM N 23 #10 x 3/4" PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW STEEL 0 N I J Lt. 6 f0 O G 0. Q O d •C O LL i W 2 6 m W a 2 R `m 1 • I N i K 1