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HomeMy WebLinkAboutProduct Approval (2) File, COP�r EVIEWED FOR CODE COMPLIANCE 1111111111/r,, ® ,` ♦ , THERMANTRU® /�!� �a � h--74.75"MAX.OA.FRAME WIDTH—mot ���'�••" • ' �©---- �A 4� I DOORS �E����E� OCT 05 2021 >• • . • .� �M Fiber-Classic.. & Smooth-Star. •!� 111011.��' 1 �:3 - -ST.Lucie County; Permitting _ J7 _0__ COMPOSITE EDGE _mx _ ° � Zv u' a Ita a OPAQUE FIBERGLASS DOUBLE DOOR _ —- =w/-or=w/out=SIDELITES- - -=--- - = _-- - -- _ -- _ - - - - - _- - - = --- 0a of - INSWING/OUTSWING "NON-IMPACT' � �z GENERAL NOTES +—105.75'MAX O.A.FRAME WIDTH 15 o 0 .5'MAX. 74.75'MAX,FRAME WIDTH 1. This product has been evaluated and is in compliance with the 6th Edition(2017) FRAME WIDTH a c� Florida Building Code(FBC)structural requirements excluding the"High Velocity � M �y f; Hurricane Zone"(HVHZ). Q ® 2. Product anchors shall be as fated and spaced as shown on details.Anchor � o $ embedment to base material shall be beyond wall dressing or stucco. aI o w z Z 4 ° 3. When used in areas requiring wind bome debris protection,this product is required to d be protected with an Impact resistant covering that complies with FBC Sections O O >; 1609.12&R301.2.1.2 as follows:Wind Zones 1,2&3:Glazed Sldelites only,Wind Ione 4:Entire System. 0 ®0 O o W 00 N ED= X X k 4. For 2x stud framing construction,anchoring of these units shall be the some as that r w o^ shown for 2x buck masonry construction. F 6 N N 5, Site conditions that deviate from the details of this drawing require further // =6 0 engineering analysis by a licensed engineer or registered architect, U 00 $ ' 6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"P'part c numbers and must be stained or painted within six months of Installation. a TABLE OF CONTENTS z SHEET# DESCRIPTION 1 Typical Sevallons,Des gn Pressures&General No es DESIGN PRESSURE(PSH DESIGN PRESSURE(PSF) 2 Door Panel Details CONFIGURATION ASTRAGAL LOCK INSWING oUfSWING ^a 0 3 Sidelite Panel Details HARDWARE ns POSITIVE NEGATIVE POSITIVE NEGATIVE ^ 0 5 Horizontal&Vertical Goss Sections 2X Buck) XX,OXXO STANDARD Latch&Deadbolt +40.0 -45.0 +40.0 -40.0 N z' n 6 Horizonte&Vertical Goss Sections(1X Buck DATE: 8110116 7 Horizontal&Vertical CrosSections Direct to Masonry) XX,OXXO STANDARD Multipoint +55.0 -55.0 +55.0 -55.0 E 2 N114 Vertical Goss Sections(Thresholds N.T.S. 15 Buck Anchoring XX OXXO COASTAL Latch&Deadboli +55.0 -60.0 +60.0 -60.0 DWG.Rr: JK M Frame Anchoring CHK,Br: LFS 3 Hardware Details XX,OXXO COASTAL Multipoint +55.0 .60.0 +67.0 -67.0 DRAWING No.: rc € Glazing Deals m Components See Sheet 4 for Hardware SpecificationsFL-20461,3 BID of MateriaB SHEET 1 OF IN L7 a L0 EXTERIOR 1.198" 0,4W EXTERIOR 1.198, 1.199, O.Y 1.199, r 1.876' 0A06' COMPOSITE CAP � COMPOSITE • 11, pv p STILE INTERIOR LOCK BLOCK STILE LOCK BLOCK COMPvallc HINGE STILE (ENGINEERED WOOD) COMPOSITE HINGE STILE INTERIOR (12.5"LONGWOOD) (ENGINEERED WOOD) E (I 2Z LONG LVQ CAP (ENGINEERED WOOD) CAP (ENGINEERED WOOD) V rl-' HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION c lz TOP RAIL C3 (COMPOSITE/ENGINEERED 0 36J0"MAX 35.813'MAX. 35.81S'MAX. WOOD) DOOR DOOR DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH .6 FOAM CORE (POLYURETHANE- PCF MIN.) (POLY' &-E3 13 KTT z INTERIOR EXTERIOR INTERIOR EXTERIOR cd Z 0 9 FIBERGLASSSKIN 0 (0,073'THK-)0 0 V� ti BOTTOM RAIL (COMP.) 3-"\VERTICAL CROSS SECTION /7- VERTICAL CROSS SECTION IT T'.' 2 DAIS 0/U— Dwo.W. Ca CHIC.Up. LF-9— DROM NO.: DOOR PANEL t PANEL (§,POOR P ANEL F-2046 BOOK dD� UlD. sear OF '---- u � ``�Ilnnrrp�� 3 5 3 3 5 4 4 6 .`�Q'C Jam'•. 3 3 m 5 6 7 7 5 6 7 5 6 7 X i ,[ m d C3 El 1313 [313 M C3 6 11;-01,22 � Si �pomo R -- �_. c H4 . 5 O O 6 O ¢ LL maIa- 1 5 co 0= 6 X O X 5 X O X Li SO: - 7 --- ~ 4 e7 7 0 a J UJ �g z HARDWARE TABLE 4 DILD 4 " MANUFACTURER ' MODEL � F � 2 3 e 5 6 1 3 2 4 KNOB: f51 SEE HARDWARE CHART $ B $ $ 8 8 SEE HARDWARE CHART 8 $ $ $ SCHLAGE DEADBOLT: 060 oI o a O KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES(980) �m HOPPE MULTIPOINT:MPDGART (THERMA-TRU) (3 pt.Manual Tongue) Z �o 2 Z �8 V) e �D Fiber-Classic/Smooth-Star Door Panel Options wh: 8110116 Z Products approved Include all embossed panel doors and 2 panel recessed panel doors, sru r. N.T.S. ° Similar opaque panel configurations are allowed. NO.BY. JK m F Panels shown are for 0lustration and are representative only. cHK.BY. LFS ¢ oruwwa No.: rc FL-20461.3 m a SHFET--L OF 14 a Notes: 1.15"MIN. 1.Sidellte assembly screws located T'from top and I from bottom& EMB.ITYP.) ' E 2 more screws equally spaced between(4 screws total per side jamb). �i, X.; E 2.Sidelile assembly screws located 4'from each end(2 screws along y BiQ head jamb), C B z° F:p� d ;may. ,; �� L 0.15"C-SINK C L u. D ��ei'' 0`,`�s h w IT (TYP) 0.15(nC-,INK • ////J •I.1^1��� . D SEE NOTE I p °n >v Eo _ 'z D °n t D , 6 0 ma INTERIOR B L z a o i ft- J ZO S d 6d: EXTERIOR 40 41 42 ,E m 23 24 50 D , `_ 7 1 2� Pi EMB. 40 MIN. L 29 1 1-M MIN. Z"L m EMB.(TYP.) 41 42 60 EXTERIOR INTERIOR ¢ o EMB.PP.) o 1 HORIZONTAL CROSS SECTION �I 5 Shown w 'X Buck 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION a Outswing shown(Inswing simlar) 5 Shown w/2X Buck 5 Shown w/2X Buck a a Outswing shown(Inswing similar) Outswing shown(Inswing similar) F 0.15'C-SINK 1 D ITYP) ° z SEE NOTE COASTAL ASTRAGAL 6 7 SHOWN 20 19 B L z o>> 1En�� a m CR G C Z 1 25 N LL SEE NOTE 2 w 50 L 23� 24 25 11 60 50 DAM 8/10/ � o 40 41 42 40 41 .42 v cup: N.T.S. 5 60 40 41 42 27 s 2 29 EXTERIOR INTERIOR c OwO,BY.. JtF m 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION r4 a+N.sr: LFS 3 VERTICAL CROSS SECTION $ Oufswing shown(Inswing— s�muarj Ou swin shown Inswin similar DrtavnNC NO,: ,� 5 g g $ Shown w/2X Buck FL-20461: a a OutsMng shown(Inswing similar) sHMT 5 OF A a a „IIIIIIIIfff�I Notes: ���Q'�,•' �d/�i 1.Stdelite assembly screws located T'from top and 14'from bottom& 2 more screws equally spaced between(4 screws total per side Jamb). J ” 2.S1deGte assembly screws located 4°from each end(2 screws along head jamb). W" it , ° 4e..�O- 's" o �- - -- - -- - - - -- - ----- -- --- --- '- - - -- - - - - - - - -- — -- _ -- -- ----e-- --- -- - -- 1^ A C 12 O t A E o C E s ao 40 41 42Mul `z C - - - -- - - _ - - a T - ---- -- ° v° J 1 J EXTERIOR INTERIOR FL v° fro 6 50 60 �y Z 3 VERTICAL CROSS SECTION P5 _ INTERIOR 6 Shown w/1Xsub-buck Ft�c m c C+ Outswing shown(Inswing simllarl m U 0: O >o n: JYJ s ao 2324 EXTERIOR 25 >v E ° k SEE NOTE 1 a n e oo'_ oz n 1-IIN'MIN. 29 40 41 42 1 A o Qo EMB.(TYP.) z o 1-1/4°MIN. d M w EMB.(iYP.) A C 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION n o LL Shown w/1X c 6 Sownw/1Xsu uck 45 a b Outswing shown(Insw ng slmilof) Outswing shown(Inswing similar) a' SEE NOTE 2 w a + 60 50 EXTERIOR INTERIOR 4 NR DATE: 8 10 16 4 VERTICAL CROSS SECTION SGIE n1.r.s 6 Shownw/1Xsub-buck owc,BY. J!C � F Outsw ng shown(Inswing similar) CHK.Br. LF� ORAWND NO.: FL-20461,3 4 SNEET_jL OF 1.4 ,p u ' d 1�1111111!//�� RZ MAX. MAX E MIN. _T 7' ': E MINI E MIN •V; 4:-,-z!< C 1111 fit ^ z d% _ a 1' y_C. - 1 - -- --- - P A 40 41 42 40 41 42 0 60 50 0 ""� 'm ao' SEE NOTE 2 �W INTERIOR n EXTERIOR INTERIOR " - -'° ' EXTERIOR - -- EXTERIOR INTERIOR h 3 VERTICAL CROSS SECTION 7 Shown Dtronl to Masonry L�VERTICAL CROSS SECTION ,�VERTICAL CROSS SECTION Oulsving only w/49/16'Jamb 7 Shown Direct to Masonry 7 Shown Direct to Mason Double Door Only IN/A w/Sidefites) Ouiswing only w/6.9/16'jomb Outswtng only w/6.9/) jamb Notes: 1.SideUte assembly screws located T'from top and 14"from bottom& m y� 2 more screws equally spaced between(4 screws total per side jamb). 2 rc 2.Sidellfe assembly screws located 4"from each and 12 screws along DlRECi 70 MASONRY MAX.DESIGN PRESSURE: c( o headjamb). d t 55 PSF a a. n 1 C v Z INTERroR 40 .41 42 u INTERIOR IMER1OR �e 4 W \W N 40 41 42 60 50 0 � M W" *1\00EN 0 EMB.(IYP.) c N� o:o E DMIOR E o d 1-1/4"MIN. FOR EXTERIOR 25 E a EMB.(M') SEE NOTE 1 6 10 1® EMB.ITYP.) sr e• N.T.S, HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION �HORIZONTAL CROSS SECTION On.er JK vShown Direct to Masonry 7 5hown Dire to Masonry �7 J Shown DGecf to Masonry �,fr �F Outswing only w/4-9/16'jamb Outswing only w/6 9/16'jamb Outswing any w/6 9/16'Jamb DRAIM O woe Double Door Only(N/A w/Sidelites) FL-20461,3 pSHEET 7 OF d %III111V-1 1.ot : O% •• ��i SilllIItem#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/7'pfh screws at each end. `�`Q� Sill Item#'s 16&33 are attached to Jambs w/(2)#8 X 2.1/2e loth screws at each end. �i L•`' Sill Item#151s attached to Jambs utilaing(2)#10 X 7'pph SMS at each end. 2.Sldelfte assembly screws located 4'from each end(2 screws along sill). 'V ; * �r -Z,j INTERIOR EXTERIOR INTERIOR EXTERIOR *. - - - -- --- -- - - - -- - - -- - --- - - - - - - - -- - - - - EXTERIOR INTERIOR -N�-� - -8-��- - - - 40 41 42 8 40 41 42 E°' z 9 7 16 17 18 40 41 42 U: 38 39 32 33 34 35 36 37 -- - _- SEE NOTE 1 SEE NOTE I Ja (t NOTE SEE _ -- - S r'7 � ➢.. a .p.. e e �O a Za �W 0 0 0 m 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION al t i 9 Inswing Sol B Inswing S11 8 Outswing Sol INTERIOR EXTERIOR 50 60 EXTERIOR INTERIOR EXTERIOR INTERIOR 25 z SEE NOTE 2 16 17 18 � 32 33 34 35 36 37 38 39 25 50 60 - 40 41 42 10 77 75 SEE NOTE 2 � 15 76 E E E w SEE NOTE 2 s;?? #,:• ' � '4 a y\��L.` � e �_ e• •J e 8 10 z z CL scua N.T.9, 9 I _ D DM,BY. Jl� m CM BY. LA DROM No.: 4 VERTICAL CROSS SECTION m 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION FL-20461,0 8 Public Access SOI - 8 inswing Sill 8 Outswing Sill fi SHEET 8 OF O 62 R:%Cries NlIhvma Tru PEAMANENTVI-PbrWa Product AppforaklR-7D461 S'umlral TT SS\C-DrawtnWXR 20451(2017)-LURRENf1FL-20461.1-5.dwg,93 I . I f 9 ' I. II { I m� •' A i• { i � 1 { I 4 I Ii I 19'MAX (ryp� O.C.(TYP.) — N 10 Oc o o c o 0 0 0 0 0 0==c I C � i >C ---------------- 0 ' D r I A A � I � I 4 1 19"MAX. (Tp•( —I O.C.(TTP.)�-F�----�1 r I, � 1\ No.43409 — $y 4 PRODUCT: 0oeu t. so' SOUEOF r 'rT THE — Lyndon F. Schmidt ��i �ORID►R= ItoN= ao FlBERGRMAVSS DOORTRU P.E. No. 43409 /''''. ---44 0 2 11 75 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: ;Gf� BUILDING WNSULTANTS, L., W y in 1 7 7 17 UPDATE TO 6th ED 2077 FBC JK BUCK ANCHORING P.O. Sox 230,Vobko, FL 33NO ` NO DATE BY Phmw Nad 813.850.9199 REVISIONS FEIPE CA W. 0813 20/6 R.W.9tlILDINF3 CONSYLTIURS Mc. 'il � { ' f R-.\0ients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-20461 Structural Tf SS\C-DrmvingslR 20461 i2020)\FL-2D461.1-5.dn.103 I; m/j 1 35 35 _ Z y ==ii <° Z 1.1 �p v v o y !0— n —J S Eq i 14'MAX. 67(TYP.) {-- O.C.(TYP.) D= m 3:A 3 n �0 z =? '0 ; z ) ) ) ) z 12 _ C1 Q X �� m N n n I G X m�m r�=�rrrm mO N � y 14"MAX. I I 6,(TYP.)T O.C.(TYP.) tz `m v I S...... �Zi No.4340, Juiy 22,xm f o PRODUCT: Dcc-ots Prponw,Sr. ��O S- BTATEOF � -n i ' THERMA—TRU Lyndon F. Schmidt �i� %..FZOiaDR= t_ 1 .3 m 4 7 27 20 UPDATE TO 7th ED 20Z0 FBC LFS FIBERGLASS DOOR P.E. No. 43409 O--••'; o 11 a � 3 TO 09 78 REV. DOOR PANEL OPTION NOTE MT 4// 1�% 2 i1115117 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: BUIL.DINGy CONSULTANB, �fJ�lll 1 7 7 17 UPDATE TO 6th ED 2017 FBC JK P.O.8mi 230,ValReo, FL.33595 NO DATE BY FRAME ANCHORING Phw-No.: 813.659.9197 REVISIONS FBPE R No. 9813 2O7 6 R.W.Huu-DING CDN9GLTANTB INc. `►►►►ururrq 00 CO SEE HINGE Q �i� DETAIL)TYPJ 30 I'..'p1 pVI 'u I 25 ^o LATCH&DEADBOLTDEVIL � U) §a a a u poin Locku❑ 27 a o o m aoI'SLTA Z SEE LATCH p DIRECT TO ... .. _..._. _.. ._ .-_._..__.. .....__._. - ...._ _._.. dr-0FADBOLT=-- — -- -_.---- -._-.. --.._ - '—I"„_m.=�i- ----== - -- --- - DIRECT -- - - - -- - LATCH&DEADBOLT DETAIL DETAIL �5 c� Schloge/Kwikset G 1 X BUCK 3 25 2X BUCK 78 0 Ito oBo �g F OAL a � � N DIRECT TO N DIRECT TO ASTRAGAL Mu l-Tp2tlLock �I o MASONRY 7 MASONRY Latch and Deadbolt o G IX BUCK G IX BUCK DETAIIIf- - a a Multipoint Lock Strike Plate®Head 25 2X BUCK 80 25 2X BUCK B1 �i V k HINGE JAMB z 0 e 0 2X BUCK o z Z n oo N 29 G IX BUCK N o a z G M DIRECTTO M�E $d N DETAIL 1 DETAIL 1 e MASONRY ^a a'0 Coastal Astragal Stoke Plate @ Head Standard Astragal Strike Plate @ Head o a o QQ 23 o a Inswing o $ Multipoint LockStrike Plate Sili a d a M�DEUTAIL I/210 HOLE %z rr E HINGE DETAIL N o n Q r - d 4 *GUff z DAYE OS 10 16 zo 81 DETAIL2 G DEiarl2 scA E N.T.S. Outswing 79 DWG.13Y: JK 0 2 Inswing Inswing Astragal Bolt Hole Q SIR Multpoint lock Strike Plate®SRI CHK. Y. LFS 3 � Coastal Astragal Stoke Plate®501 Standard Astragal Strike Plate @ Silla DRAWING NO.: LATCH&DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS FL-20461.3 w SHEEP 1 OF c .� G d BACKBEDDING `�� .•y •$• •�'�"''_ COMPOUND SHOWN W/ 1/2"GLASS BITEJOK N i mg CUT-OUT \ 1/2"-9/16"THK.GLASS , rS���� � PANEL !PLASCRE �3" 1/8"TEMPERED GLASS '; r, �i�. .. ; AIRSPACE �,. k., I. ��pll•11 t,�: D 1/8'"TEMPERED GLASS- - -INTERNAL GR D(GBG) INTERNAL GRID GBG PPHW 3A DURASPAL,ALUMINUM (Optional Aluminum Spacer] \� OR STEEL SPACER 9/16"INSULATED GLASS INSERT OPTIONS Gl GLAZING DETAIL BTS Ute Frame Sldefdes v W BACKBEDDING COMPOUND I/7'GLASSBITEo SHOWN W/ 1"THK.GLASS n ter` MOLDED OPEN I m PANE 1/8"TEMPERED DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT BTSlITEFRAME _ GLASS 3A 1/T89/16'Glazing �m AIR SPACE 1/8"TEMPERED .! o N10%1-1/7' GLASS F a PPH PLASCREW 3B DURASEAL,ALUMINUM INTERNAL GRID(GBG) INTERNAL GR D(GBG) MINI BLIND OR STEEL SPACER G2 GLAZING DETAIL (Optional Aluminum Spacer) (Aluminum Spacer) L)o BTS Ute Frame N SldeStes 1"INSULATED GLASS INSERT OPTIONS I.S' NON Z �q 2 O 3 3B BTS IJTE FRAME 8 rj"4$ 1"Glaring a a 1/T GLASS BITE 3M"THICK GLASS °U SIDEUTE D*r PANMil1/a,TEMPERED GLASS p a AIR SPACE N m^P mm 1/8"TEMPERED GLASS INTERNAL GRID(GBG) INTERNAL GRID(GBG) DECORATIVE INSERT PRIVACY INSERT w n0•-h N BACKBEDDEAL,ALUMINUM ^~ O o COMPOUND ORSTEELSPACER 3/4"INSULATED GLASS INSERT OPTIONS v a z a G3 GLAZING DETAIL wre: 8 10 16 9 I— N.T.S, Flush Glaring 5 Sidelites M.BY: JK m �gg cNK.BY: LFS DRAWING NO.: FL-20481.3 a c SHEET 12 ovi O b 7.59" 7.5" C): ry `' . ``•• 236"—►I - _ INSWING THRESHOLD 37 INSWING ITH0lD_ -__2�i - --3$ - - - - - IruwMg Basic Posed 7-1/T Stl - -- - - WOOD'JAMB - - - 88 4- z Inwing 8as�Composite Adjustable SO 7-1/Z' 1 T g 4.56° 4.56° 4 VO.063" J5 a gINSWING THRESHOLD INSWING THRESHOLD , WING THRESHOLD THERMA -0.063" °° Inswing Basic Rxed SIB 38 IruvAng Composite Adjustable SO ° Composite SiJ BREAK � o FLUSH a 5.75" " FLUSH BOLBOLT 5.77" 4.56" RETAINER �t S � o ti; l i STANDARD ALUMINUM ASTRAGAL a I(glNSWING THRESHOLD r„ Inswing Moderate Climate SO 1J/6' INSWING THRESHOLD N 39 Inswing Basic Composite Adjustable SO OUTSIIING THRESHOLD [ u a _k 17 Composite/Aluminum Sill t I ILI z 5.75' � 6z' g FLUSH BOLT ��� 0.063" � 5.75' I {,j o o G FIR FLUSH BOLT I a 8 RETAINER [ a a a Q 35 INSWING THRESHOLD 18 `OUTSWING THRESHOLD 40 COASTAL ALUMINUM ASTRAGAL ° e 8 Inswing Moderate Climate S'B ,�ZU8L1C ACCESS iHRESHOIO Composite/Aluminum SO (ihennal Break) o a w N 5.75" N 2.18" I--2.14' ^o^n �2.13 I aMN^ z ° j oatE 8 1 D 1 a� a +4 f ITq1_ E� `� �o�`. srue: N.P.S: INSWNG TN1tESHO1D 1.79 I+-1.97' �—206"----{ I ! ryµ�11 'I`" ci o owe. Y.- JK 36 Insw ng eoslc Fused 5�/4•SU la — I o CHK.BY: LF� I n o SWEEP SWEEP o SWEEP o SIDE17SPACER SIDELITESPACER SIDEIITESPACER oxnwwo No.: B 9 10 75 ing o 76 oulsw�n 77 Ins�g FL-20461:3 5 Moderate Climate Threshold sHEET ov �%%111111 BILL OF MATERIALS BILL OF MATERIALS � `• O�' �: � m REM 6 DESCRIPTION MATERIAL nEM B DESCRIPTION MATERIAL �rrXF � $ A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8 PFH WOOD SCREW STEEL ' y.:, S"' C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL ,, ••.,,, •' �g` D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL '�i, Ow X :=I 110;$ MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 29 4"X 4"HINGE STEEL E _30.1.OR-HOLLOW_BLOCK_CONFORMINGTO-ASTM,C90 ___ CONCRETE 32 INSWING-THRESHOLD ALUM/COMP - P - - F #10 X 2"PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM%COMP Em = 2 m G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP a u m n I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP D J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP z L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN,EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMP 3`d --M - 3/16"X-2-114!ITW CONCRETE-SCREW -- _ _---STEEL - _38-- INSWING-THRESHOLD_ _ _.ALUM/COMP-_ N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP P 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK) 1 JAMB(FINGER JOINT PINE) WOOD 41 DOOR PANEL(HYBRID) _ 6 WEATHERSTRIP(MEDIUM REACH) FOAM 42 DOOR PANEL(U1) 7 WEATHERSTRIP(LONG REACH) FOAM 50 1 SIDELITE(FULL LITE) - m s8 SWEEP VINYL 60 SIDELITE(FLUSH GLAZED) _ W" W o 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 75 SIDELITE SPACER(INSWING) PVC 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC of a 11 #10 X 1-3/4"PFH WOOD SCREW STEEL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC a D 15 PUBLIC ACCESS THRESHOLD ALUM 78 MULTIPOINT LOCK STRIKE PLATE Q HEAD STEEL a 16 OUTSWING THRESHOLD ALUM/COMP 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL 17 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL G 18 OUTSWING THRESHOLD ALUM/COMP 81 STANDARD ASTRAGAL STRIKE PLATE STEEL z e 19 STANDARD ALUMINUM ASTRAGAL ALUM N o G 9 20 COASTAL ALUMINUM ASTRAGAL ALUM N c N 23 #10 x 3/4"PFH WOOD SCREW STEEL Z CONCRETEANCHOR NOTES: B EdIu o 24 #10 X 1"PFH WOOD SCREW STEEL 1.Concrete anchor locations at the comers may be adjusted to malntoln the min. � � edge distance to mortar jalnts, L a o 2.Concrete anchor locations noted as"MAX,ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors o U o may be required to ensure the MAX.ON CENTER"dlmenslon are not exceeded. 3 Concrete anchor table ANCtIOR ANCHOR MlN MIN CIEARgNCE MIN CLEgR. �o TYPE SIZE EMBEDMENT TO MASONRY TO AOJACENL :::.... . :. ..: :...:... .:.EDGE TAITIN a 1/4 1.114' 2" 4" *"' ''z t°� z DATE: 8110116 = ELCO ® 1/4" 1.1/4" 1" 4" � ULTRACON suaE: N.T.S. 9 m '2 TAPCON® 3/16" 1.1/4" AS SHOWN kDRAWING ar LFS 3 WOOD SCREW INSTALLATION NOTES: No.: d m I.Malnfaln a minimum 5/8"edge dtstonce,1"end dstance,8 1"o.c.spacing of —20461,3 0 wood screws to prevent the spfitfing of wood. 11 or 14 6