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HomeMy WebLinkAboutEvaluation Report; Fiberglass Double Door with or without SidelitesR 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 Eneineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Fiber -Classic and Smooth -Star Exterior Swinging Exterior.Door 118 Industrial Drive Composite Edge Glazed F.tlaerglass Double Doors Assemblies Edgerton, OH 43517 �, ! r w outrS_tdelrte .. . Phone 419.298.1740 1 0 ing "ImpacC 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.,Inc. 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 -Inc. V.K. Wright ASTM E330-02, E331-00 TEL 01461612 ASTM E1886-05, E1996-09 Testing Evaluation Lab.,Inc_ V.K. Wright ASTM E330-02, E331-00 2. Miami Dade NOA Materials Testing 16-1117.01 Butacite° PVB Inted6yer (Kuraray) FIDE COP 17-0712.05 Saflex® PVB Interlayer (Eastman Chemical Company) 3. Drawing No. Prepared by Signed & Sealed by No. FL-20468.9 RW Building Consultants, Inc. (CA#9813) ��' ���"••�>".r Lyndon F. Schmidt, P.E. 4. Calculations Prepared by �� "`"��` �`",-.$igned & Sealed by Anchoring RW Buifding Consultants, Inc_ (CA#9813) No 43409 ' yndon F. Schmidt P.E. 5. Quality Assurance • Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therms Tru Corporation is F S t i TE OF ' IJ �� manufacturing products within a quality assurance program that complies LyndomF. Schmidt, P.E. '`- with ISO/IEC 17020 and Guide 53. Q" fi C Fl 14 •' ��o FL PE No. 43409 12114/2017 Sheet 1 of 1 �� �6��7��Asv R'u%% THERMANTRU° DOORS Fiber -Classic.. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS DOUBLE DOOR w/ or w/ovf SIDELITES INSWING/OUTSWING "IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone" (HVHZ). 2 Product anchors shall be as fated 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 bome debits protection this product compries with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level'U' and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.22 & R301.2.1.2.1. 4. For2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber-Claisic & Smooth -Star Door & Sidelite panels require the use of "J" part numbers and must be stained or painted wifhtn A months of installation. TABLE OF CONTENTS SHEEFB DESCRIPTION I Typical Elevdions, Design Pressures & General Notes 2 Door Panel Details 3 Sldellte Panel Details 4 Elevations 5 Horizontal & Verlicd Cross Sections (21 luck) 6 Horizontal &Vertical Cross Sections Il Buck 7 Horizontal & Vertical Cross Sections (Drect to Masonry) 8 Vertical Cross Sections (Thresholds) 9 BuckAncho.ng 10 Flame Anchoring 11 Hardware Detail 12 Glazing Details 13 Components 14 Bill of Materials 74.75' MAX. O.A. FRAME WIDTH Z Z g2 o� C =E X �0 " ® - � X tv 2 N w ail w x w �� J L / Fn4Y./YMAX Q.A. FRAME WIDTH 37.5' MAX, 74.75" MAX. FRAME WIDTH FRAME WIDTH Z 09 = O O X o X O x ,w 1�y2 CONFIGURA110H DESIGN PRESSURE (PSf) INSWING DESIGN PRESSURE (PSI) OUTSW►NG POSITIVE I NEGATIVE POSITIVE NEGATIVE XX• OXX0 +47.0 -50.0 +50.0 1 -50.0 See Sheet 4 for Hardware Specifications �Liirnr//b W Zl% Min it it% Zam aNO Ea z '0 a4� ma IC; �C Z I— N.T.S. i BY.. Ry: FL-20468.9 xr _L or 14 27,1ERIOR 0.66, Gi 0.66" STILE (WOOD) INTERIOR STILE (WOOD) rl-�\ HORIZONTAL CROSS SECTION r_ M*W MAX, PANEL WIDTH *22LUN-PANEL TOP RAIL u- (COMP) FOAM CO (POLYUR—.- 1.9 PC, EXTERIOR INTERIOR FIBERGLASS SKIN AGBT THK.) cq dI BOTTOM RAIL (COMP) VERNICAL CROSS SECTION 6 r, -t2 0 F) N 2E x z 7- 'o gso E 6 .0 LL m Q. i o z c 0 N.T.S. jK LFS UNMG ND.: FL-20468.9 or 14 X HARDWARE CHART Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar glazed panel configurations are allowed. Panels shown are for illustration and are representative only. 10 MANUFACTURER MODEC SCHLAGE KNOB. F51 DEADBOLT: B60 KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) HOPPE MULIIPOINT:MPDGART (THERMA-TRU) (3 pt. Manual Tongue) G. BY.. JK c Br. LFS WM No- FL-20468.9 tr 4 of 14 1-1/4"MIN. I UL 29 EMB. (TYP.) 1 HORIZONTAL CROSS SECTION $ Shown w/ 2X Buck 0 tswing shown (Inswing similar) SEE NO71 5_ HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing sim lar ``sn...urrrr 1.15' MIN. Notes: ���%A A. EMB. (TYP.) 1. SldeRe assembly screws located 6' from each end and 5 more screws equally spaced between (7 screws total per side Jamb). E 2. Sidefile assembly screws located T from each end & at centerline asp - Y• o *. L m Q =, n 13 screws along head jamb). N•.` Z 0 n 1-1/4'MIN. EMB. pp.)— /2� HORIZONTAL CROSS SECTION Shown w/ 2X Buck Out='g shown (Inswing similar) 6 HORIZONTAL CROSS SECTION $ Ouiswmg shown (Inswing slmitar s D p L zo C �m �w 41 42 7 z EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION o Shown w/ 2X Buck Outswing shown (Inswing similar) D ° D a �25 SEE NOTE 2 z V EXTERIOR INTERIOR o VERTICAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) Z ra: C Z m iE 8_ m o_ �Q >—C '�sZ BCDWU ac r� o =o tr 6 uc; N.T.S. c. BY.. JK <. er: LFS Wn No-- FL-20468.9 :sr 5 eF 14 \\µuu ng4r Notes: 1. Sidefife assembly screws located 6" from �' • each end and 5 more screws equally spaced n between (7 screws total per side jamb). 2. Sidefite assembly screws located 3" from each end & at centedine (3 screws along head jamb). % N i i �+? O --z ^ t^ s z a A g �� imZo A E zt — EG gt o mg 9 C E a or°W 113 aaT 40 41 42 d Z E g C cw /Ji <a v° ] 1 J 1 ° °a J EXTERIOR INTERIORm �U 0 6 50 7 o G e INTERIOR �3 VERACAL CROSS SECTION A m �W 6 Shown w/ lX sut)buck 1. o Outswing shown (Inswing simikir) AtNN � 0 XO 23 24 EXTERIOR 25 °o E SEE NOTE 1 ° 1-114" MIN. 29 40 41 42 j A EMB. (TYP.) 1-1/4" MIN. z o z EMB. (TYP.) A C z a ,, "' o t I HORIZONTAL CROSS SEC170N �1 HORIZONTAL CROSS SECTION 6 Strown w/ 1X sub -buck ©S own w/ 1X-b-buck 25 sm W o Outswing shown (Inswing similar) Ouf="g shown (Inswing similar) m IWO SEE NOTE 2 o wa rc� c 50 � a ^ ^ 1 H'Q f EXTERIOR INTERIOR ^ N z u° aA� OB 02 16 ? VERTICAL CROSS SEC110N smE* N.T.S. ° 6 Shown w/ IX sub buck DIM B,._ dK 'm OUWMg shown (Inswing similar) cNK. Rc LFS 3 DRAWING No.: FL-20468.9 0 sN� 6 OF 14- m 1.25 MAX. MIN. ,I EXTERIO WA INTERIOR C31 VERTICAL CROSS SECTION 7 Shown Direct to Mason? Outsw ng only w/ 4-9/16' jomb Double Door Only (N/A w/SideGtes) Notes: 1. Sidefite assembly screws located 6' from each end plus 5 more equally spaced between.(? screws total per side jamb). 2. Sidefite assembly screws located 3° from each end ✓L at centerline (3 screws along head jamb). i z f-1 INTERIOR 1-1/4'MIN. EMB. (TYP.) EXTERIOR `�'1�7 HORIZONTAL CROSS SECTION__ \7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Double Door Only (N/A w/ Sidelites) C MAX. MIN.. t EXTERIOR INTERIOR �1 VERMAL CROSS SECTION 7 Outswwi gonlyw/6-9//16)'jamb r? i 1-1/4-MIN. EMB. (TYP.) 4 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry. Outswing onlyw/ 6-9/16'jamb INTERIOR EXTERIOR MAX. ^cd r SEE NOTE 2 EXTERIOR INTERIOR �1 VERTICAL CROSS SECTION 7 Shown guonlyw/6-9/16)'jamb 1 C Tn z INTERIOR a ae u `J EXTERIOR O e E SEE NOTE 1 1-1 /4' MIN. EMB. (TYP.) r2� HORIZONTAL CROSS SECTION 7 Outsw wing onyw/ 6-9/16'lamb TIIIIIIIJIII rV C i � L, � o m RT\�: �in �a1ro ii r 10 M n y, 9 z 0ap G Z on \\NE g E m ti Z OZU m `i ya ga Goa ! n _ 7 t P E C 0 0z y cw 8 3d J� 0 U No �o KI Q LE, N.T.S. ec JK L ar: LFS YANG No.; FL-20468.9 Er 7 - 14 Notes: I. Sin Item Ws 17, 18, 32, 34, 35, 36, 37, 3B & 39 are attached to jambs w/ (3) q8 X 2-1/2' pfh screws at each end. Sill Item Ws 16 & 33 are attached to jambs w/ (2) #t8 X 2-1/2" pfh screws at each end. S11 Item #i 15 a attached to lambs utilizing (2) N 10 X 2" pph screws at each end. 2. S'idelite assembly screws located 3" from each end & at cente6ine (3 screws along sill). INTERIOR -G7)k771- EXTERIOR INTERIOR -� I SEE NOTE 1 SEE NOTE EXTERIOR t C z p za D 10 VERTICAL CROSS SECTION a m 2 VERTICAL CROSS SECT/ON $ Inswing SM - J InsM g Sol EXTERIOR INTERIOR I SEE NOTE n z 4 VERTICAL CROSS SECTION 8 Public access sill INTERIOR -M EXTERIOR SEE NOTE 2 ( 251 1 by zp: IYI 6 VERTICAL CROSS SECTION $� Inswing Sill EXTERIOR INTERIOR U _ W, �N.7 z4:`O��n� N am.Z \V ;oti (,0Za a zm a ^aNa 17 18 maaDix ix o �o o: ° ii j m K-3-"\ VERTICAL CROSS SECTION �, o a yU $ Outswing Sit a a EXTERIOR � INTERIOR L SEE NOTE 26 n o e p.. p aN.T.S.. VERTICAL CROSS SECTION $ Oufming Sill N^Z — 08/02/16 owc. Br: JK CNN. W. LFS 0fA1NR7C NO.' FL-20468.9 snrcr -jL a 14 `I�luurf/I// -5 Z•D�na m M Ilfl 1 In Z 8� \ w � U N � Z \V E. z 0 o m ASTRAGAL JAMBS r< N m 0:a IL 4" (TYP.) 4" ASTRAGAL ; a 8" (TYP.) �` (TYP.) 4" (TYP.J 4 (TYP.) 4" E z° a 8" (TYP.) 8" (TYP) I r (TYP.) I I I I III D I I III �g m HEAD &JAMBS (TYP.) I I III HEAD a JAMBS I I III 2X BUCK �w N cyi II (f'P•) III (TYP.) II III III I I III � o I I III I I III a a I I III I I III >; m I I III I I III III I I III a I I a o III I I III a 0 I I III I I III ^ O o n I I III I I III III I I III ? 0 l i III I I III 4 e xx MASONRY OXXO PP.)o a O 0 Z It, n�re 08102 16 i 2X BUCK ANCHORING SumDWr, BY. JK m • LFS 3 DRFWIN6 NO.: � FL-20468.9 0 sN¢r 9 ov 14 DIRECTTO MASONRY P eHEADASTRAGAL SEE DETAIL I (SHEET)1) FRACKUCK I I HEAD & JAMBS (TYP-)) II DIRECTTOtN II MASONRY - I I JAMBS I I PP.) I I - D SILL II (TYP.) II SEEDETAIL2 I (SHEET 11) XX DIRECTTO C MASONRY HEAL (TYP.) BUCK (TYP-) er U - O DIRECT TO MASONRY N - JAMBS 11 (TYP-) FRAME T - (TYP.) i MASONRY (TYP.) FRAME ANCHORING r9• o � At :v�•. (3) #8x2-1/7' 'i. �'., oj�,.` o a JAMB TO HEAD DETAIL FH WS �i' * • • fflf ```�.� (TYP.) 1� q o0�Z U N •; JAMBS .-. z x Z 0 Em f og 9� cW LL N M 0 t m 4 3" (TYP a T (NP) �� 3, (TYP.) -.{ 3 (TYP.) 4 u g' 'c : [1� I I 2X BUCK i i SEE DETAIL 1 3JL (SHEET 11) IXBUCK II J & JAMBS I I (TYP-) II I I I I I I I I II II P D II (TYP.) SILL (TYP.) I I SEE DETAIL 2 I I / (SHEET 11) (�Li) oxxo �^ O WE, BY. JK 6 c ar: LFS 3 FL-20468.9 n fr 10 OF 14 28 � 25 25 27 LATCH & DEADSOLTDEI•AIL Schloge / Kwlkset AN DIRECT TO MASONRY G IXBUCK 25 2X BUCK n SEE LATCH & DEADBOLI DETAIL DETAIL 1 Coastal Astragal Strike Plate @ Head yJ DETAIL 2 v Inswing Coastal Astragal Strike Plate @ SIB ASTRAGAL Latch and Decdbolt 1/2' 0 HOLE 30 DETAIL 2 G DETAIL 2 Inswing Outswing Coastal Astragal Strike Plate @ SIB Astragal Bolt Hole @ SIR LATCH & DEADBOLT STRIKE DETAILS 0 O ry0 r0 SEE HINGE DETAIL (TYP.J f K d0 n 0 o �o c . p rr"�• m N m N = HINGE JAMB HINGE DETAIL 2X BUCK IXBUCK DIRECTTO MASONRY SEE LATCH. & DEADBOLT DETAIL ASTRAGAL Multipoint Lock u 25 IV S IATCH & DFAD80LTDETAIL u Ipon oc ADIRECTTO M MASONRY G lX BUCK 25 2X BUCK DETAIL 1 Multipoint Lock Wfike Plate @ Head v Inswing MuB point Lock Strike Plate @ Sig C) G DETAIL 2 79 GP rig Multlpoint Lock Strike Plate @ Sig MULTIPOINT LOCK STRIKE DETAILS Q LL��W� 10 Z rr zom d N •• Z E ° E \V\ Eq imzc�i ENa 9doa E m :a T M, N.T S. D. BY: X c. er LFS �wieia xa: FL-20468.9 xT 11 or 14 EXTERIOR CELLULAR 1/7' GLASS BITE GLAZING TAPE 1"THK. GLASS IN TEMPERED GLASS 1/7' AIR SPACE 5/37 ANNEALED GLASS DOW 995 0.090" PVB INTERLAYER INTERNAL GRID (GBG) SIKA 552 OR k (SAFLEX OR KURARAY BUTACITE) 1 /B" ANNEALED GLASS #10x1-117,PPHSMSSWIGGLEGLAZINGSPACER INTER Gl 6LAZING DETAIL Alummum Impact Ule Frame Door Ponels . Sidelines PRIVACY INSERT 3A ALUMINUM FRAME Alum num Impocl Ute Frame Door Panels & Sldelites 20.88" D.L.O. �I WIDTH r V O , S C9 N_ O rj e p 10 X 1-1 /7' PPH SMS (TYP.) 1 (TYP.) M ALUMINUM LITE FRAME WROUGHT IRON INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS SERT -o ..LL`t �_.ro _ d)' \ p U x z \V v C E m 9 aO, 0 g CW ampg 5 C; a maaT d E oZ u z z z U .• BY.JK m ;. ar: LFS 3 wM Ho.: FL-2D468.9 i 0 Er 12 of 14 Fn 4.56" ^ st L. �v rn �N Z Ci INSWING THRESHOlD $ a z ��\ INSWING THRESHOLD 37 z m a� Inswing 9asfc FM 7-1/2"S1 WOOD JAMB u x z $ Inswing Basic Composite Adjustable SDI 7-1/7 j E n Wa g00 4.56" 4.56 S.t13" � 4 v o Zo Tn o *LMIWING THRESHOLD u� Inswing Basic Med SBI 5.75' INSWINGTHRESHOLD Inswing Moderate Climate Sill 13/8" 5.75' L = �e INSWING THRESHOLD �� Inswing Moderote Itte Sill 5.75' 1c *INSWING THRESHOLD �� Imwing Basic Foced 53/4' S11 �1 INSWING iNRFSHOLD �� Inswing Composite Adjustable Sid r *1NSWING THRESHOLD Inswing Basic Composite Adjustable Sig 60' in 0 o 0 �, 1 PU811C ACCESS THRESHOLD w gWING THRESHOLD Cposite Si0 OUTSWING RESHOLD Composite IT um num S1I �n10UI8WING THRESHOLD so Composite/AluminumSiil (Thermo) Break) FLUSH BOLT — 4 — 0,063" FLUSH BOLT RETAINER one *COASTAL ALUMINUM ASTRAGAL f�-- 2,18" Fes-- 2.1 S" 2.14"' — 1 C � f I L, 4 0. -1 �3 ro N DA7E 08102116 I f �ILy � a cq SCAM,: N.T.S.I--1.97' F-- 206" — �I I o CS Oft et: JK a TI CFK BY. LFS 0 9 SWEEP 9 SWEEP �� SWEEP o 75 SIDELRE SPACER m 76 SIDEUfE SPACER 77 SIDET SPACER DRW No: t9 o Oulsw ng Insry ng FL-20468.9 ModeraleClimateIlveshotd _ \IIII11111/1/// BILL OF MATERIALS BILL \\\............� � ," �i � ggg LL i V% 01 C. u //r/ `GV O p Il.. 111`11, Zoo _ C m N" UN ••Z aNg .dLa BLL"a maaI o E `o Z 8 rw o 3d 0 �o g m L w m J � K m o 0 a m o� �o p N zo N z 1. Concrete anchor locations at the comers may be adjusted to maintain the min. ' g edge distance to mortarjoints. 2. Concrete "MAX. w t a `D 0) anchor locations noted as ON CENTER" must be adjusted to maintain the min, edge distance to mortar joints, additional concrete anchors of may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR IL111I MIN CLEARANCE MIN. CLEARANCE:. wa o � Z n ^ " TYPE SlZ@ EMBEDMENT 0 MASONRY TO'ADJACENf :. ...:.:. .._ .. . , . EDGE. = ANCHOR- ;. ITW TAPCON® 1/4" 1-1/4° 2" 4" ^moo _ ELCO ULTRACON® 1/4" 1-1/4 1" 4" DAM 08102116 2 ITW tTAPCON® 3/16" 1-1/4" AS SHOWN 1.1/T snAm N.T.S. m WOOD SCREW INSTALLATION NOTES.• CM ax LFS 3 I. Maintain a minimum 5/8" edge distance, I"end distance, & 1"o.c. spacing of Ej No.: rc woad screws to Prevent the splitting of wood. P Pi� 9 FL-20468.9 a sm 14of14 OF MATERIALS ITEM # DESCRIPTION MATERIAL REM M DESCRIPTION MATERIAL A i X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42J WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL C 1/4" 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 29 4" X 4" HINGE STEEL 32 INSWING THRESHOLD ALUM/COMP F G I J L M N P # 10 X 2"PFH WOOD SCREW 3/16" X 3-1/4" ITW CONCRETE SCREW 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW #10 X 2-1/2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT) 3/I b" X 2-1/4'ITW CONCRETE SCREW 3/16" X 2�/4" PFH ITW CONCRETE SCREW 1 /4" X 2-3/4' PFH ELCO CONCRETE SCREW STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL 33 34 35 36 37 38 39 40 INSWING THRESHOLD INSWING THRESHOLD INSWING THRESHOLD INSWING THRESHOLD INSWING THRESHOLD INSWING THRESHOLD INSWING THRESHOLD DOOR PANEL (BOOK) ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 41 DOOR PANEL (HYBRID) b WEATHERSTRIP (MEDIUM REACH) FOAM 42 DOOR PANEL (U1) _ 7 WEATHERSTRIP (LONG REACH) FOAM 50 SIDELITE _ 8 9 10 SWEEP SWEEP (USE wf�MODERATE CLIMATE THRESHOLD) SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL VINYL VINYL 75 76 77 SIDELITE SPACER (INSWING) SIDELITE SPACER (OUTSWING) SIDELITE SPACER (INSWING) -MODERATE CLIMATE SILL PVC PVC PVC 11 # 10 X 1-3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE Q HEAD STEEL 15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE @SILL STEEL 16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL 17 OUTSWING THRESHOLD ALUM/COMP CONCRER: ANCHOR NOTES: 18 OUTSWING THRESHOLD ALUM/COMP 20 COASTAL ALUMINUM ASTRAGAL ALUM 23 #10 x 3/4" PfH WOOD SCREW STEEL 24 #70 x 1" PFH WOOD SCREW STEEL