Loading...
HomeMy WebLinkAboutAPPROVED Product Approval-04I ��r���`�2 z� rj t'! a 3� ��� �� )•t„{Y�4��' ' y3Yv�03 �* i'f S�. 2 �" I�� T 1 Y k \ $. Y i t I I y y !sk •�1� . y��,�'ki �"�} f'� ll p, ,I � Iy A I Ck `b. �i. ���y{T . i'�� ��iCyrl� r},3� � �i t 5 rt��y `. �s � �',� •4x ��¢ti �'�(�4 > L 4.�a `i tLf,aN �...1 ` — .>!9 t[tYtgE, ,nparr�r+�:', t>Nk•3!1'.v�,r�tarr� r, 'fit;. Product Approval P db'r 4 USER: Public User Product Approval Menu > product or Application Search > Applita[ion List > Application Detail FL # FL20470-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 1750 Indian Wood Circle Maumee, OH 43537 (800)843-7628 sjasperson@thermatru.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1, King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 ASTM G7 1997 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxkahHHvDdW4XFWXTmueeScnYA°/.3d%3d 1/5 9/27/21, 2:39 PM Florida Building Code Online FL20470 R3 Eauiv of Standards Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/12/2020 Date Validated 07/23/2020 Date Pending FBC Approval 07/29/2020 Date Approved 10/13/2020 Summary of Products Gn to D_^� db FL # Modal, Number or Name Description Page l / 20 i 20470.1 I a. Therma-Tru Fiber -Classic and Nominal 68 "Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) ._.-.-.._-__.__u..__. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL20470 R3 II (d) Inst 20470.1.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 I Evaluation Reports Other: See INST 20470.1 for Design Pressure Ratings, any i FL20470 R3 AE (,d)_Evai 20470.1.p additional use limitations, installation instructions and product FL20470 R3 AE (d) TT - PLASTICS. 4.psjf particulars, Created by Independent Third Party: Yes 20470.2 b, Therma-Tru Fiber -Classic and Smooth -Star ------------- Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.2 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars, 20470.3 c, Therma-Tru Fiber -Classic and i Smooth -Star Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL20470 R3 II (�) Inst 20470.2.pd Verified By: Lyndon F. Schmidt, RE, 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R3 AE (j) Evai 20470.2.p�lf FL20470 R3 AE (d) TT - PLASTIC5.4.pif Created by Independent Third Party: Yes Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20470 R3 II (d) Inst 20470.3.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 20470.3 for Design Pressure Ratings, any FL20470 R3 AE (d) Eval 20470.3.odf additional use limitations, installation instructions and product FL20470 R3 AE (Ij) TT - PLASTICSA,p.�.f particulars. Created by Independent Third Party: Yes 20470.4 1 d. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 20470.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions fL20470 R3 II (d) Inst 20470.4.odf Verified By: Lyndon F. Schmidt, RE. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20470 R3 AE (SI) Eval 20470.4.p.If FL20470 R3 AE W TT - PLASTICS.4,= Created by Independent Third Party: Yes 20470.5 I e, Therma-Tru Fiber -Classic and I Nominal WO "Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO I configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL20470 R3 II (d) Iost 20470.5.pd 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 20470.5 for Design Pressure Ratings, any FL20470 R3 AE (d) Eval 20470.5,pd https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxkahHHvDdW4XFWXTmuaeSenYA%3d%3d 215 F' z z THERMAITRU° DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING r7M PA CT' GENERAL NOTES 1. This product evaluation drawing has been developed in compliance with the 7th Edition (2D20) Florida Building Code (FBC) 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 FBC and does not require an Impact resistant covering. 4. When used in areas outside of the "HVHT'requiring wind bome 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 E 1996 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the "HVHT'. 8. Outswing configurations using Coastal Sill (item # 19) & Composite Sill (item # 16) under active doors meet water 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 canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION SHEETS 1 Typical Elevations, Design Pressures & General Notes 7 Vertical Cross Sections (Thresholds) 2 Door Panel Details 8 Buck & Frame Anchoring 3 Elevations 9 Hardware Details 4 Horizontal & Vertical Cross Sections (2X Buck) 10 Components 5 Horizontal & Vertical Cross Sections (1 X Buck) 11 Bill of Materials 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 37.75" MAX O.A. FRAME WIDTH El E3 Z O >_ z > Q N dZ OO LD f= N N w v 0o w = /� LL CONFIGURATION LOCK HARDWARE DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSI) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE x Kwikset +75.0 -75.0 +80.0 -80.0 x Schlage +75.0 -75.0 +75.0 -75.0 x Multipoint 1 +55.0 1 -60.0 1 +55.0 1 -55.0 See Sheet 3 for Hardware Specifications LM om N M OMm ON •• a ° E. ?$Z u,M 9do v mda� c° oZ j-w j-a 2 ti UO V7Z W O Q �� oz m m J O dw F F of a o_ sari: N.T.S. oM. Br: JK CHK. BY: LFS FL-20470.1 Er _1 OF I I EXTERIOR 3.6' 0.5' rqLn 41 COMPOSITE COMPOSITE CAP STEEL REINFORCEMENT LOCK STILE CAP (0.02&'THK.) HINGE STILE INTERIOR (ENGINEERED WOOD) (ENGINEERED WOOD) (p HORIZONTAL CROSS SECTION m 00000000 bo(l -" 'n" oy DETAIL A A STEEL REINFORCEMENT PANEL REINFORCEMENT Fo�_ 28.86% OPEN (0. 023" Thick Steel) AREA MAX. * #8 X 2.5" PFH WS (TYP. @ EACH DOOR CORNER) 36.9'MAX. DOOR 35.813'MAX. DOOR PANEL WIDTH PANEL WIDTH 2 ® ® � 2 ® ® � 0 z z �1 0 0 0 0 X En fo Cl! Cli (DOOR PANEL DOOR PANEL 40 00 41 0 PANEL !P)�IOOK (�� DOOR .40N' 0.71 COMPOSITE uav 2 19 EXTERIOR U'— 0.4W'— cl; 75 COMPOSITE CAP HINGE STILESTEEL REINFORCEMENT INTERIOR LOCKSTILE CAP (0.023!' THK.) (ENGINEERED WOOD) (ENGINEERED WOOD) r2 HORIZONTAL CROSS SECTION 35.813'MAX. DOOR PANEL WIDTH TOP RAIL (COMPOSITE/ENGINEERED WOOD) STEEL REINFORCEMENT 1777711 - - - co (0.023'THK.) - FOAM CORE - (POLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR w o 0) < 0 m ri z d ao 0 0 N �) o - Z* Em .9 A X0 q cc Q't U) 56. 0 LY 0 Oz C i 3�(� IDATF, 08102116 1 scALE: N.T.S. OWG. BY: JK CHK. Sr: LFS VERTICAL CROSS SECTION VERTICAL CROSS *MDOOR PA NSECTION OpAw'NG No 42 U I Door EL U-20470.1 SHEET 2 OF I I Q SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: 1`51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART (THERMA•TRU) (3 pt. Manual Tongue) V _ Ll� IIIIIII II_III_li III11 ■ I��u�l 111E W I Im, Fiber-Classic/Smooth-Star Door Panel Options Panel options shown are for illustration and are representative only (similar opaque panel configurations are allowed) •� • `_ O �Oi' N 6-4z * gO m vi l� Z o� N � U N •: cQ « 4 2 a X Z c a to AS t N E 0z u c w iJC� S 3`d DAZE: 08/02/16 SCALE: N.T.S. DWG. BY. JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 3 OF 11 v _ Av .. N ate• Nl a to a B 11. 1111 M Z _ y zom U N o m m P Ea z x Z o 0 m c W in 9 6 -0. maae o E oz 40 41 42 o 'Ja 6 1 Y �U U= CO EXTERIOR INTERIOR >� zo 0 1.15' MIN. �o v p CROSS SECTION EMB. (TYP.) w� w ¢c~i E � d1 /VERTICAL U Shown w/ 2X Buck E m ovW Outswing shown (Inswing similar) B C B of 0 0 U L C J m ° 0.15' C-SINK (TYP) 0.15' C-SINK ° (TYP) O o mm d ° p° L 1 D d D N N N Z 0 L INTERIOR INTERIOR ° e w W 4�1 as d - o� N •� L Z EXTERIOR m 44E1UERIOR NCO 42 40 41 42 27 z DATE:08102116 0 MIN. L 2i EMB. P. 1 1-1/4"MIN. scALE: N.T.S. 5 EMB. (TYP.) owc. ar: JK (D1 HORIZONTAL CROSS SECTION ri')i HORIZONTAL CROSS SECTION cHK. ar: LFS 4 Shown w/ 2X Buck q Shown w/ 2X Buck W ORAVANc NO, m Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL-20470.1 0 SHEEP _�L OF 11 N :yam`�T U. 0 ///��i"fill A , `�� > > M z I X Buck to be secured to by C 11 z o m z 0 N masonry others o N y o w $z m .T° Em r �0 9 �W 8 m d a 40 41 42 E 0 z° 6 1 `W Y EXTERIOR INTERIOR �U Um VERTICAL CROSS SECTION 5 Shown w/ IX sub -buck z Outswing shown (Inswing Similar) ~� A E E =O ilm W a oy C o� 0 =o C Of Q U o av v> 0. a J Y � } m 1 oa m v m 6 6 o� NN U) G INTERIOR INTERIOR G W w o Ln ` rx Cr 0 0 o o W ti a. O � Q. Z O n N Dv v0 23 24 "gEgERIOR EXTERIOR m W z o 1-1/4' MIN. 29 40 41 42 27 A n z 1 a DATE: 08/02/16 z EMB. (TYP.) EMB. (fMYP) SCALE: N.T.S. r2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION OWC. Br: JK m CHK. BY: LFS 3 rc $ Shown w/ 1X sub•buck Shown shown (Inswing similar) $ Shown w/ 1 X sub -buck DRAWING NO... FL-20470.1 m 0 Outswing shown (Inswing similar) SHEET rj OF L 1 F, E a 1 S' MAX. EXIERIOR INTERIOR VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16" jamb INTERIOR DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = ± 55 PSF w/ SECURITY STRIKE = ± 65 PSF FLIL M 1-1/4.'MIN. r EMB. (TYP.) 1-1/4"MIN. EMB. (TYP.) E EXTERIOR E 2 HORIZONTAL CROSS SECTION �3� HORIZONTAL CROSS SECTION �7 Shown Direct to Masonry 6 Shown Direct to Mason Outswing only w/ 4-9/16' jamb Outswing only w/ 4-9/1 ' jamb EXTERIOR %///j INTERIOR (4'� VEitRRt17CAAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb (� HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1.5" MAX. 10 '��i ••''••• •� m •= ��` a t m M Z Zama N i � U lV •; New E m ZOZ� m o coa �59 aNa maa� C C E vZ u' cW o° 'tea a JZ aEn Ua �C, QN -U JW III �� O N N 0 4 c)z al Mr w a a a V) In J Y � Y m IAIN MIN. EMB. (TYP.) DATE: 08102116 SCALE: N.T.S. (_6 � HORIZONTAL CROSS SECTION arc. er. JK ©Shown Outswi g onl Iw/ 6-9/16'' jamb 9 Y 1 DRAY BY: LFS DRmnNc NO.: FL-20470.1 SHEET 6 OF 11 Notes: 1. SAI Item #'s 17, 18, 19, 32, 34, 35, 36, 37, 38 & 39 are attached to Jambs w/ (3) #8 X 2-1 /7' pfh screws at each end. Sill Item its 16 & 33 are attached to jambs w/ (2) #8 X 2-1/7' pfh screws at each end. Sill Item # 15 is attached to jambs utilizing (2) # 10 X 2" pph SMS at each end. INTERIOR SEE NOTE 1 EXTERIOR ° o VERTICAL CROSS SECTION 7 Inswing Sill EXTERIOR —V/—)N771— INTERIOR SEE NOTE 1 / E VERTICAL CROSS SECTION � J Outswing Sill (Coastal Sill Shown) INTERIOR SEE NOTE 1 EXTERIOR K2"� VERTICAL CROSS SECTION 7 Inswing Sill EXTERIOR - F7)k771 INTERIOR SEE NOTE 1 ° ° O 4 VERTICAL CROSS SECTION �Public Access Sill In �N ;7 z°rc`i`O eCD rn T Z. in i Z C; 8 'ol c v o a 0 xz u ri (V o f i 0 c D: n t o 0 aE dpoa U) c D E oz 'u C w SCALE, N.T.S. DWG. BY.. JK CHK. BY, LFS 3, DRAVIM NO.: a FL-20470.1 0 SHEET ] OF 11 H 4" (TYP.) —� HEAD & JAMBS (TYP•) 2X BUCK 60 PSF MAX MASONRY (TYP•) 4" (TYP.) D � HEAD & JAMBS (TYP.) 80 PSF MAX f� �O 2X BUCK ANCHORING (3) #8x2-1/2' PFH WS JAMB TO HEAD DETAIL (TYP.) L 2X BUCK J IX BUCK BUCK M DIRECT TO N MASONRY FRAME HEAD & JAMBS (TYP.) FRAME ANCHORING fit =U: Z53M z ri Ali m n .. � u m .,�rrrrrl ) 111 `ago N M Z z d; !Z� UN••� e ')Zrc Em z �'=g sm r�US `00 O E v Z l\ �:`IaD:I I li O n N N !- W 2 N V H Q N Q � z N ^ Z O Z U e 08102 16 z LE: N.T.S. ° �. BY: JK m .. BY: LFS 3 YANG NO.: R FL-20470.1 0 er 8 OF 11 " 111111111 /!!�� XF 5 n z veioz�n g� �♦ LAW 2X BUCK 28 SEE HINGE O w O �'!!!!!! * t 11 ``♦♦ w n i 1X BUCK G DETAIL iTYP.) oo+ a ro 1D DIRECT TO M Q 26 $ Z' xz° o MASONRY75 Ea m° u� on- Nq a 2X BUCK 25 _ 9 LL z° 0 S o0 I BUCK G C- 0 SEE TONGUE c ti (� 2] +� o STRIKE DETAIL +i 2X BUCK L 0 3 n \ice DIRECT TO M O g Iryp.j N MASONRY N Yp m IXBUCK G LATCH a DEADBOLT DETAIL I DIRECT TO Kwikset ®� MASONRY M 31 wo a I� � SEE LATCH' } TONGUE STRIKE DETAIL gs OE 2X BUCK L & DEADBOLT Mu polo Lockwa 3 DETAIL SEE LATCH 1 X BUCK G & DEADBOLT F m vd 8 DETAIL _ DIRECTTO M UI o MASONRY SUB STRIKE o PLATE a a 28 2X BUCK Co 8 1X BUCK G m 0 4 22 STRIKE JAMB HINGEJAMB STRIKEJAMB DIRECT TO (yt 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 N N N I BUCK G o 27 W W s DIRECT TO w'= MASONRY L 2X BUCK LATCH a DEADBOLT DETAIL ono 29 Mu Ipoin Lock� I!!1X BUCK LATCH a DEADBOLT DETAIL G ¢ ¢ Schlage 88 M DIRECT TO MASONRY MULTIPOINT LOCK STRIKE DETAILS LATCH & DEADBOLT STRIKE DETAILS Standard Deadbolt Strike Plate M DIRECT TO N�a ; MASONRY 24 • 23 n NO z N O D Z DATE:08102116 z DEADBOLT STRIKE DETAILS HINGE DETAIL SCALE N.T.S. s Security Deadbolt Strike Plate) DWG. BY: JK m CHK. BY: LFS 3 DBAWMG NO, m FL-20470.1 0 SHEET 9 OF 11 N 7.5' N � *INSWING THRESHOLD �� Insw ng Basic Composite Adjustable SB 7-1 /7' 4.56" ---�{ h _I INSWING THRESHOLD Inswing Basic Fixed SRI 5.75' L ���INSWING THRESHOLD "�' Inswing Moderate Climate S7 13/9' 5.75" EO or INSWING THRESHOLD "� Inswing Moderate Climate Sill 5.75' h INSWING THRESHOLD �"�J Inswing Basic Fixed S 3/4"Sill (;11NSWING THRESHOLD "� ImwngBasic'ed7-t/7'Sill �e1INSWING THRESHOLD Inswing Composite Adjustable Sill 111 lll^ � 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 60' 0 f f (;� PUBLIC ACCESS THRESHOLD I-- 2.06" P o6' 8 SWEEP 9 SWEEP 1� SWEEP o Ci &a N. z �' m — l/!1 I111 �y ✓i Z 6 F- 2.36' —►i WOOD JAMB N N �Cyg o m U N •; i x zo o, o Ea mo �pcoa 5.63" 1 ' e LL 0 E 0 T ocLi 7WING THRESHOLD ce Composite Sill �o MAX. ♦SS PSF Were miWinf&ahon B —.k dl j N g W o � o 4.56" Co U � o a' o a a � Y J 7 } m U1 OUTSWING THRESHOLD Composite / Aluminum Sill m m o r. in Ww Z O_ L e5Q��� n a coo (;1 OUTSWING THRESHOLD r 8 Composite / Aluminum Sill ; a (Thermal Break) a- a- 4.56" N Q 2.36" c z cv •- O U Z w DATE:08102116 3 SCALE: N.T.S. o LING. BY: CHK. BY.- LFS 3 n COASTAL OVISWING THRESHOLD DBAWM No.: B U Wood / Aluminum SIII FL-20470.1 0 SHEET 10 OF 11 N 111111111////� •• : 0: * k' : < �; M :Ni iF!d0� �, m ''','l �• a IS 6 > * 111 11````` to '� Z N E v_ z 0Z� m -S nm a or) S O oa r s� mdafn o E oZ 8 3`d e� tr °o J g w ti m � w=W N O m l J J 7 UI in a o ¢ a a �m U m o� N N CONCRETE ANCHOR NOTES: w w !n z 1. Concrete anchor locations at the comers may be adjusted to maintain the min. x N edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to of o maintain the min. edge distance to mortar joints, additional concrete anchors w w may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. o 0 3. Concrete anchor table: a a > > z o N F N W z f ¢ O 0 N Z O U z N DATE: 08/02/16 To SCALE: N.T.S. D DWG. er: JK m BY: LFS rc WOOD SCREW INSTALLATION NOTES: CHN. NO.: FL-20470.1 DRAWING 1. Maintain a minimum 5/8"edge distance, 1"end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. o 11 OF 11 N SHEET BILL OF MATERIALS BILL OF MATERIALS ITEM # MATERIAL REM # DESCRIPTIONMATERIAL A fDESCRIPYION X BUCK (SG >= 0.42)WOOD 25 #8 x 2-1/2" PFH WOOD SCREW STEELB X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREWSTEEL C /4"MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SECURITY SUB STRIKE PLATE STEEL 2gg DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/i b" X 3-1 /4"ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L # 10 X 2-1 /7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 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 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 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) - 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) _ 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U1) - 18 OUTSWING THRESHOLD ALUM/COMP 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD 22 #8 x 3/4" PFH WOOD SCREW STEEL 23 #) 0 x 3/4"PFH WOOD SCREW STEEL 24 #lOx 1"PFH WOOD SCREW STEEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN.: CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO;ADJACENi - EDGE -::ANCHOR` ITW TAPCON T/4" T ,/4„ Z„ 4" ELCO 1/4" 1.1/4" 1" 4" ULTRACON® tTW ® AS SHOWN T-1/2" TAPCON