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HomeMy WebLinkAboutGLAZED FIBERGLASS DOUBLE DOOR.��111t►1►�a. Fiber -Classic. & Smooth -Star. COMPOSITE EDGE w/ or wjovt SIDELITES INSWINGIOUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (2020) 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 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 -Classic & Smooth -Star Door & Sidelite panels require the use of "J" part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Sidelite Panel Details 4 Elevations 5 Horizontal & Vertical Cross Sections (2X Buck) 6 Horizontal & Vertical Cross Sections (1X Buck) 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 8 Vertical Cross Sections (Thresholds) 9 Buck Anchoring 10 Frame Anchoring 11 Hardware Details 12 Glazing Details 13 Components 14 Bill of Materials C a c a C c a 74.75" MAX. O.A. FRAME WIDTH z z °Z O� X° x s x w _ L W = U J NOe LL-LL- 149.75" MAX O.A. FRAME WIDTH 37.5" MAX. 74.75" MAX. FRAME WIDTH FRAME WIDTH I z z ;Z o� w o x x o = to W � 04 = Q ib w LL- DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSF) CONFIGURATION INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE xx, OxxO +47.0 -50.0 +50.0 -50.0 See Sheet 4 for Hardware Specifications d'� z rr ''''���/► Iiiii N N rh ��vrrri A71 In >MZ U) O M o U cv °o Z Kp Z i r0 m o Q Od, J C W NM m p aO0 �� n.m 8 CZ =W � >d 0 W 0 J Q Oz J M w� w w ~m Q J� j OW 0 o Of a I DATE: 08/02/16 1 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 OF COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36.0" MAX. DOOR _ PANEL WIDTH 4� DOOR PANEL BOOK 2 HORIZONTAL CROSS SECTION 2 35.813' MAX. DOOR -. PANEL WIDTH DOOR PANEL 4� Hybrid Door LOCK BLOCK ' STILE (12.5' LONG WOOD) (ENGINEERED WOOD) 35.813" MAX. DOOR PANEL WIDTH 42 DOOR PANEL U 1 Door TOP RAIL (COMPOSITE/ENGINEERED / WOOD) \ ` FOAM CORE - (POLYURETHANE - 1.9 PCF MIN.) .� it :• 0) •��r UJ V► � Il/i •• •°o Ln o°rnmf NU yZxZCE°m' � it n000M pa m a. 0- ILL Ma°o' tc `o c 0 U CW o ->j,a J cr F<- O W �a o U) J Z m =w L o m_ Q o o ory Q a d mo m ozo� N O NcL tQ-� O O z LU W t Q Z t 0 OO p aLU O m \� FIBERGLASS SKIN CL° w a (0.073" THK.) o o o 02 d�o'nhl— ^o��o BOTTOM f--1.71" ---� (COMP) IL 1.71" 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DATE: 08/02/16 Z------ n SCALE: N. T. S. L DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET _L of 14 G1 EXTERIOR ..titittl�,. m STILE (WOOD) EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION -'tom•--„� • �i g, c 4 =_ � � � c vi °' tj to AI1111 � o M °° �' N v U N 2 o v o O Xz m N Ern zmca O a t4 O C W U st J oa m cz U C W 0 J7 a l— � LU 36.00" MAX. c"'n m PANEL WIDTH Ld(D W = c� ~ cn 2 EXTERIOR INTERIOR Q LU 3 _m o U o Of of a d a 50 SIDElITE PANEL FIBERGLASS SKIN (0.082" THK.) BOTTOM RAIL (COMP) N CR 0 2 VERTICAL CROSS SECTION 3 w I- m O m O z ON N W C�N O) Z uj W J O W O O W �O O W E Fw- 0.�W WCIL DATE: 08102116 SCALE: N. T. S. DWG. BY: JK c CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 3 OF 14 Y D 3 .ViIII111111. M39V SEE HARDWARE CHART ©1N-WA© 8/\8/\8/\8 x SEE HARDWARE CHART I„J Fiber-ClassicJSmooth-Star Door Panel Options Products approved include all embossed and recessed panel doors. Similar glazed panel configurations are allowed. Panels shown are for illustration and are representative only. ©AFL© q MBE 0) 0_ V * a: Q to �N;'7 to Z'O,�-LLrnM t- ornro ��i �• •�(t �� Z 0;to rn t i 111 t ZO C:v mT U N o v 2 C9 X 41 Z 0) c o f 0) Z m U O 0_ m m 0. 0_ m v IA- C o C W �! a° 3 a: \j1 HARDWARE TABLE MANUFACTURER MODEL . KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT : MPDGART (THERMA-TRU) (3 pt. Manual Tongue) D, O 0 ern M Q z0 w CO U W � a U 0: o Q m� U eO L ozo� N O O F= Q O NQ_ 0� O Z D W W W `0 00Ld 00 � cc�� DATE: 08/02/16 SCALE: N. T. S. DWG. BY: .fK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 4 of 14 r.F 1.15" MIN. Notes: EMB. (TYP.) 1. Sidelite assembly screws located 6' from each end and 5 more screws equally spaced between (7 screws total per side jamb). B /� E 2. Sidelite assembly screws located 3" from each end & at centerline 0�C n (3 screws along head jamb). I 0.15" C-SINK (TYP) 1 � ■ 23) i 24 a 0.15" C-SINK (TYP) a p v D ° E D SEE NOTE 1 D v v ° a p INTERIOR 4o 4 EMB. MIN. L 29 *(��CQEMB. (TYP.) 1 HORIZONTAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) I SEE NOTI 5 HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing similar) 50 1-1/4" MIN. _ EMB. (TYP.) / 2� HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) b HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing similar) MEMO iO v v D v v D v � v [l EXTERIOR V ZINTERIOR ri"� VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) D CCD, o z 1 -i n �' ••�� z rn U0i0)to Ill 1111 zo 100 Z` CD mT r UN CV z 0z� m oa it U'to m CIL a Li- o [ 0 L za: E ° G W 0 J 0 C •- :2 W D z N � U� ci p 7 p v v ED v D v v v D _ m ELI • i • • • • • t z U� 0 Y J Ci �m LY 0 Of x LLJN �i Q� >- �z (n w� J W �� W Ld (/) I— m_ EEn a it o it CL 0- DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 5 of 14 0 Notes: 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 HORIZONTAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) LIVID. I f I.] 2 HORIZONTAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 3 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 0 E D p D ° o D D . 0 SEE NOTE 2 4 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) �Cd w ♦♦V .�'♦'� °ate';. to M z° 4 O -i rn to rr/ �• �' -' sty♦�` � U � rn t �i�1`♦ > > M Z ZOMOD�' N mA ++ V N O 9 0 x Z � N o E� Z 0 a t0 o c W Q't3 -=i a N•t = O m ' m a n. u_ u. o z �. > o til o _'h: Y Um O O co (n W� J W �� �w Z W U) 0cn m U 0� U O =O O W U W a Q a w �o m OZot-, N O P- N CL O O O Z W W JLLJ W ZZ-__ � a 8_ Ui 0000 CL > U S_ a.wwa Z) elf elf -D DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 6 OF 14 .,�111111tt.. 1.5" MAX. O° 1.25" E IW MIN. o o' C EXTERIOR r11111Z11A INTERIOR 3 VERTICAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Double Door Only (N/A w/ Sidelites) Notes: 1. Sidelite assembly screws located 6" from each end plus 5 more 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). CM 1-1/4" MIN. EMB. (TYP.) (E IIs INTERIOR 40 X41 X42 1 HORIZONTAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Double Door Only (N/A w/ Sidelites) EXTERIOR z 1.5" i� m 2,� MAX. E W MIN. 1 c 40 X41 X42 EXTERIOR r/������/ INTERIOR 5 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16" jamb LIVID. II I F.J 4 HORIZONTAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 6-9116' jamb E 1.5' MAX. 2" MIN. EXTERIOR b VERTICAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 6-9/16' jamb SEE NOTE 1 �1-1 /4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION T- Shown Direct to Masonry Outswing only w/ 6-9/16'jamb .. ��A7t 4r .. g. M to . Vd'. •'/fib : vi • ',///Tit/•ittt �,�```` M Z 0 OD NO m U N q CCDv N 0 x Z m o EZ m D: A ° (j`} z IS 5 Od M Vv w . It m ca l m E cZ U C :0 JD a Jz Q � U� o Q Q:zi �o >o Q� JW mUJ =W In O� F- CO In a NU) o o W w a a v) mo m z ozo� NC)P O z U W J O W of OOpG]OO O co w ,:L DATE: 8110116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 7 OF 14 1! .t11111111,. Notes: I. 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 to jambs utilizing (2) #10 X 2" pph screws at each end. ± �: ` a• Q- to 2. Sidelite assembly screws located 3" from each end & at centerline (3 screws along sill). o * <;Oz z J sir �•'•• •• �`♦ Q 0i 0) INTERIOR - EXTERIOR INTERIOR EXTERIOR '�'l, •1111� ti�i`♦♦♦ D >'i z O to °D Z` EXTERIOR INTERIOR o " a 0 Ep o Xz 0 N Ern z m0 W 40 41 42 40 41 42 Q ti O o c a 8 40 41 42 7 16 17 18 38 39 32 33 34 35 36 37 E o Z � SEE NOTE 1 SEE NOTE 1 � o J a SEE NOTE 1 nE � (� l C IL .. 0 W (-D W F V) D Z °� _ 0:: ~m to Q 0::z >o Z a: '.. Z U ` 0 W V) 1 VERTICAL CROSS SECTION ` m 2 VERTICAL CROSS SECTION 3 VERT/CA! CROSS SECTION ^m w ' o Uf Ui $ Inswing Sill W $ Inswing Sill 8 Outswin Sill g a a J Zi m m o INTERIOR EXTERIOR m ozo N O ^ EXTERIOR INTERIOR SEE NOTE 2 25 50 EXTERIOR INTERIOR 0 0 40 41 42 77 75 32 33 34 35 36 C37 38 39 SEE NOTE 2 25 50 16 17 18 o s ¢ z o z �aQ 10 15 76 O�`lo � Q �LU E E E a Wa SEE NOTE 2. _- -- , o o 0 0 0 � n z CL: �Ci W 4 VERTICAL CROSS SECTION $ Public Access Sill ° C 0 � 5 VERTICAL CROSS SECTION W $ Inswing Sill ° ^ O DATE: 08/02/16 D _Z SCALE: N. T. S. DWG. BY: JK ca CHK. BY: LFS 6 VERTICAL CROSS SECTION w DRAWING NO.: $ Outswing Sill FL-20468.9 SHEET 8 OF 14 S sl NN ' M t� •. tL to /f ill t III % z Ci — co N m ++ U N • • v� cv o E rn z m° D: } ° ins o p oa ASTRAGAL JAMBS m a. a.. °- 4' (TYP.) 4 ASTRAGAL 4„ (TYP.) E o z y o c 4" (TYP.) 4" 3 v 8 (TYP .j (TYP-)8" (TYP.) (TYP.) 000 �'`d d � 8 (TYP.) d d a d d d d s. . oo z �Vin _ z ZZ HEAD & JAMBS I I III I I III =W N (TYP.) I I III HEAD & JAMBS Q �m m 2 ,P K III (TYP.) I I III o III I I III 0 I ( III I I III � a II III II III �� �Yco m III I I III o III I I III a (I •-0 ozo� NC I— < II III II III pOzp Z (I III II III o tzw r I I III I I III � CL w a a ae° oQoo tr Lu l o V 9` Q w Q CL IL d cr cY z �� \w z XX MASONRY QxXO o (TYP.) z d N O 0 Z U DATE: 08/02/16 Z SCALE: N, T. S. 2X BUCK ANCHORING DWG. BY: JK m CHK. BY: LFS 3 DRAWING NO.: ID FL-20468.9 0 SHEEP 9 OF 14 .1111111tr.. DIRECT TO D MASONRY P HEAD (TYP.) d d. FRAME (TYP.) DIRECT TO M MASONRY N _ JAMBS (TYP.) ASTRAGAL 3" (TYP.) 7" (TYP.) a d d I I SEE DETAIL 1 (SHEET 11) 2X BUCK j 1 X BUCK HEAD & JAMBS (TYP.) —' SILL ( (TYP.) <v v I I II I I SEE DETAIL 2 (SHEET 11) llll 1 xx DIRECT TO CjD� MASONRY HEAD (TYP.) d . . d. d d -------------- d, BUCK (TYP.) O DIRECT TO (J� `— �- MASONRY JAMBS (TYP.) FRAME (TYP.) MASONRY (TYP.) FRAME ANCHORING Fo3wel � le RJR (3) #8 x 2-1 2" •• �' JAMB TO HEAD DETAIL ���/tt tt ���EnM z (TYP.) � o CV v in 04 ++ O 'ED JAMBS % c� 0o x z o o o J m° ll cw cn 02- \V� j a` 5 0- a-m Ill aaLL 3" (TYP.) 3" (TYP.) a o 0z 7 (TYP.) 3 v O CW o 37 a: �o �o z_ �o c) 0 m _w as w - ti� 4 v O 0 o fy a Q- m m o Z O n N p DEN oz Lu W J w w n to rL 0 O o O Ld \�! W Z) DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 10 OF 14 ..�ltllilli,. 'i�,,p//i CL a 25 C; SEE HINGE ''i// ��'• . ,�rn 25 p DETAIL (TYP.) 25 30 //�l 11�1> >��`` z o ro 27 Q ot) .� O m U N N m 'o :2C9 X Z m Z o 0: �am C 0 �oa LATCH & DEADBOLT DETAIL LATCH & DEADBOLT DETAIL 5 n OD a. s m Schlage / Kwikset , 0-0 a- p n Multipoint Lock- O c O +� a o o +1 ? kD' RECT TO o Cli p �� ^ DIRECT TO o a ASONRY CN m N �' MASONRY BUCK I G 1 X BUCK X BUCK 25 2X BUCK 78 o N rLo SEE LATCH "J SEE LATCH & DEADBOLT �� o DETAIL Q� w & DEADBOLT ® DETAIL W � M ¢ 00 ~ O] Q Q 0 O DETAIL 1 0 Coastal Astragal Strike Plate @ Head DETAIL I a a Multipoint Lock Strike Plate @ Head �, Y m ASTRAGAL HINGE JAMB ASTRAGAL Latch and Deadbolt Multipoint Lock m o oZoZZ o�Qo NaON U) �Z Z O® L 2X BUCK w Q Z o i�da� w 80 DETAIL 2 G 29 G 1 X BUCK ]q o o Of Inswing G DETAIL 2 ~ w ~ M DIRECT TO Inswing Q w Q Coastal Astragal Strike Plate @ Sill Multipoint Lock Strike Plate @Sill o u MASONRY z l J2 S2i HOLE 23 -- \ \ w z -- - _ - -_ 24 C a 00 a F J O_ - h < I it MDETAIL �tMN •-0 0 HINGE DETAIL DATE: 08/02/16 z SCALE: N. T. S. o80 DETAIL 2 G DETAIL 2 DWG. BY: JK m Outswing Multipoint Lock Strike Plate @ Sill Inswing CHK. BY: LFS 3 Coastal Astragal Strike Plate @ Sill Astragal Bolt Hole @ Sill DRAWING NO.: MULTIPOINT LOCK STRIKE DETAILS FL-20468.9 N LATCH & DEADBOLT STRIKE DETAILS SHEET 11 OF 14 CELLULAR 1 /2" GLASS BITE GLAZING TAPE y 1"THK. GLASS 1 /8" TEMPERED GLASS jr 1 /2" AIR SPACE �- 5/32" ANNEALED GLASS DOWR 95 0.090" PVB INTERLAYER O SIK552 1 (SAFLEX OR KURARAY BUTACITE) 1 /8" ANNEALED GLASS #10 X 1-1/2" PPH SMS 3A INTERIOR SWIGGLE GLAZING SPACER G1 GLAZING DETAIL Aluminum Impact Lite Frame Door Panels & Sidelites 1.53" Q 3A ALUMINUM FRAME Aluminum Impact Ute Frame Door Panels & Sidelites 4" (TYP.) w (O 0 �n cy 10 20.88" D.L.O. WIDTH 10 X 1-1/2' PPH SMS (TYP.) CL co ALUMINUM LITE FRAME INTERNAL GRID (GBG) PRIVACY INSERT WROUGHT IRON INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS ISERT I ,O,;'''i �`® to T < pG• . •'• 'G��� F 0rn00 z o ao N U N � o c� v v xZ m E — Ern Z m° a r0 25 0 0 Ot oa _' ma:am E 0 v c Li o � n: ry (f) O =� O Q O W �V) J m QD w0 W N ~ m_ a o Of o_ a DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 12 OF 14 7.59" 7.5 -� r---- N 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2" 4.56' LO 33 INSWING THRESHOLD Inswing Basic Fixed Sill 5.75" Ln Vtf T -_ .}� _,% INSWING THRESHOLD 34 Inswing Moderate Climate Sill 1-3/8" 37 INSWING THRESHOLD Inswing Basic Fixed 7-1 /2" Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 34 INSWING THRESHOLD Inswing Basic Compasite Adjustable Sill 5.75' -- 6.0" CID LO , - -�� P-T LO 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" Ln 36 INSWING THRESHOLD Inswing Basic Fixed 5 3I4"Sill 15 PUBLIC ACCESS THRESHOLD �i--1.79" --LO ci rI8 SWEEP a 0 9 SWEEP f 2.06" SWEEP d CD N 4.56" 1� �A zPi f— 2.36" ►-I \ WOOD JAMB OUTSWING THRESHOLD Composite Sill (j � OUTSWING THRESHOLD Composite / Aluminum Sill 8 OUfSWING THRESHOLD Composite / Aluminum Sill (Thermal Break) 2.18" --{ mc�D� 75 SIDELITE SPACER Inswing y `o Ern a 0 :- (L N r) D It w o Cz V. °o c w o � n: FLUSH BOLT 0.063' CV FLUSH BOLTS M-E,— RETAINER 'I �-- 0.126' 20 20 COASTAL ALUMINUM ASTRAGAL 2.13" 00 00 76 SIDEUTE SPACER CD Outswing 2.14" - �- 4 M - O a bo o o 0 SIDELRE SPACER Inswing Moderate Climate Threshold D: 0 �o IV) W� �w ca U 0 O Of 0- (11 o to °° U N Z M0 r J O o m m n. 0- LL V) w �o U- z Ozor- o0Qo N0 F-N O O Z LiW J ui W n oo�000 L a�wEL OLIJ h ^o��o It n N O DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 13 of 14 .��11111ts.. BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL 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 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 #10 X 2" PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP I 1 /4" 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/COMP L # 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" PFH 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 SIDELITE - 8 SWEEP VINYL 75 SIDELITE SPACER (INSWING) PVC 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER (OUTSWING) PVC 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER (INSWING) - MODERATE CLIMATE SILL PVC 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 16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL 17 OUTSWING THRESHOLD ALUM/COMP CONCRETE ANCHOR NOTES: 18 OUTSWING THRESHOLD ALUM/COMP 20 COASTAL ALUMINUM ASTRAGAL ALUM 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW STEEL 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR` ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO. ADJACENT EDGE ;ANCHOR ITW ® TAPCON 1/ 4" 1-1 /4" 2" 4" ELCO 1/4" 1-1/4" 1n 4" ULTRACON� ITW 0 3/16" 1.1/4" AS SHOWN 1.1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood. rrr.� 'ZIP Q� M i 0�0) z C O n mi U N i Z OOCOOZir � i � U 0 O W rn m a ii m 0 z° .o I ?d1 Jd Q:: U) J (z) _; �o w Q� ~ gg m W o ~m Q J Z o ory IL Q- W mo m z.- ozo� C:) o N O .N 0 z Ld W J Ld w n tL a co oowo 0 �o�4 CL �wa :D elf Cr:D DATE: 08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 14 OF 14