Loading...
HomeMy WebLinkAboutFL20461_R3_II_(e)THERMA TRU LITE NON IMPACTAlk COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR 1NSWINGIOUTSWING NOWIMPAc GENERAL NOTES 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 is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation. ..V111111/1.. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Door Panel Details 4 Elevations 5 Horizontal & Vertical Cross Sections (2X Buck) 6 Horizontal & Vertical Cross Sections (1 X Buck) 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 8 Vertical Cross Sections (Thresholds) 9 Buck & Frame Anchoring 10 Hardware Details 11 Glazing Details 12 Components 13 Bill of Materials ..V111111/1.. WIDTH W 0 J �. 0) o DESIGN PRESSURE (PSI) CONFIG. z z a Z LOCK HARDWARE INSWING :N :z °� x --CC POSITIVE X POSITIVE NEGATIVE X W ~m W 0 �W `�'_ +50.0 -50.0 +50.0 Q :�i U Lip Lite 21.12" X 63.12" LL- 0 � W a ..V111111/1.. See Sheet 4 for Hardware Specifications ®�,� i u In o 4;: OS - 0 ;�,• d 0U� >M100) 00 0 o M Z j 0 N 41 a 0 x ZO Q >Em Z o U i t0 o m m U st J C 0. oa N� m a:ns.m 0Z - o i Ja w �o W 0 J �. 0) o DESIGN PRESSURE (PSI) CONFIG. :N Z LOCK HARDWARE INSWING P` POSITIVE h. POSITIVE NEGATIVE See Sheet 4 for Hardware Specifications ®�,� i u In o 4;: OS - 0 ;�,• d 0U� >M100) 00 0 o M Z j 0 N 41 a 0 x ZO Q >Em Z o U i t0 o m m U st J C 0. oa N� m a:ns.m 0Z - o i Ja w �o W 0 J 0 DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIG. LITE INSERT DOOR GLAZING MAX. D.L.O. LOCK HARDWARE INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X W ~m Latch & Deadbolt +50.0 -50.0 +50.0 -50.0 U Lip Lite 21.12" X 63.12" � 0 � W a n a a X Multipoint +50.0 -50.0 +50.0 -50.0 X Molded Open 21.12" X b3.12" Latch & Deadbolt +50.0 -50.0 +50.0 -50.0 X Multipoint +55.0 -55.0 +60.0 -60.0 X Latch & Deadbolt +55.0 -65.0 +55.0 -55.0 Flush Glazed 24.12" X 63.38" X Multipoint +55.0 -65.0 +55.0 -55.0 X Latch & Deadbolt +55.0 -65.0 +55.0 -55.0 Flush Glazed 26.0" X 63.38" X Multipoint +50.0 -50.0 +50.0 -50.0 See Sheet 4 for Hardware Specifications ®�,� i u In o 4;: OS - 0 ;�,• d 0U� >M100) 00 0 o M Z j 0 N 41 a 0 x ZO Q >Em Z o U i t0 o m m U st J C 0. oa N� m a:ns.m 0Z - o i Ja w �o :0 z (DATE: 611116 1 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 1 of 13 W 0 J 0 Q C Z J M °73 UJ oc w W ~m l� Q U it � 0 � W a n a a :0 z (DATE: 611116 1 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 1 of 13 a .�►iillil�,. 1.198" 0.5" G1 G2 1.875" rnLO 6 . .- EXTERIOR = c� �5 p . � : Lb COMPOSITE z° 4;' O h CAP %�'�• ' �c�� cc OD rn lig > > INTERIOR !! 1t1 z o ao 6 COMPOSITE LOCK BLOCK STILE m 0 04 : z HINGE STILE 12.5" LONG LVL) ENGINEERED WOOD o v 0 XZ ° a CAP (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION ( ( ) 2 Shown w/ Lip Lite Glazing TOP RAIL o m cC! 0 a 1.148" 1.198" 1.875" 0.406" (COMPOSITE/ENGINEERED a . m a... a Um - 0.406' 0.406" �EXTERIOR WOOD) U. 0 .:.:, z v c uj 0 JVD ~COMPOSITE CAP o, CQ OD INTERIOR C5 COMPOSITE HINGE STILE Gl G2 LOCK BLOCK STILE o w CAP (ENGINEERED WOOD) (12.5 LONG WOOD) (ENGINEERED WOOD) FOAM CORE �o 0 2 HORIZONTAL CROSS SECTION (POLYURETHANE- Q� J w 1.9 PCF MIN.) 2 Shown w/ Molded Open Lip Lite Glazing wu W 36.0" MAX. DOOR 35.813" MAX. DOOR m o _ 35.813 MAX. DOOR o n PANEL WIDTH PANEL WIDTH PANEL WIDTH o it 3 3 4 aCL 2 2 2 �<IL� � J m U 1 2 2 INTERIOR EXTERIOR INTERIOR EXTERIOR m /� /! G1 G2 Z U) _ c� _ = i Gl G2 z W o C� 21.12" MAX, z 0 - v> z D.L.O. g = vi = - tO w ry w LIP LITE GLAZING U' w w LO o QujZ ¢ w LL r n w ce CL e _ w / ` C_ o CO o a a Q Q Q Q N 1— N N o � FIBERGLASS SKIN N ' h / (OA73" THK.) o N o z 10 i DATE: 611116 SCALE: N. T. S. BOTTOM RAIL I DWG. BY: JK 1.71 " (COMP.) �--1.71" --) CHK. BY: LFS D D 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DaAFLG NO.: 9 40 DOOR PANEL 41 DOOR PA Hybrid Door NEL 42 U1 Door DOOR PANEL 2 Shown w/ Molded Open Lip Lite Glazing 2 Shown w/ Lip Lite Glazing BOOK SHEET 2 OF 13 1.198 G3" OMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION $ Shown w/ Flush Glazing 0.406" —'- I 'rte • i-1.198" MPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36.0" MAX. DOOR PANEL WIDTH 3 / C7 26.0" MAX. = D.L.O. Z (FLUSH GLAZING) X O o � 4 L0 CV / n D 43 DOOR PANEL BOOK 0 c� Z N N _ V U J 0 X Q Lo M M 10 IMINUMME INTERIOR 2 HORIZONTAL CROSS SECTION 3 Shown w/ Flush Glazing 35.813" MAX. DOOR PANEL WIDTH 0.5" 1.198" LOCK BLOCK (12.5" LONG WOOD) A DOOR PANEL Hybnd Door COMPOSITE CAP \ STILE (ENGINEERED WOOD) 1.875" -- 1.198" + f --- 0.406" LOCK BLOCK JIILr_ (12.5" LONG WOOD) (ENGINEERED WOOD) 35.813" MAX. DOOR PANEL WIDTH 45 DOOR PANEL U 1 Door TOP RAIL (COMPOSITE/ENGINEERED / WOOD) \ FOAM CORE (POLYURETHANI 1.9 PCF MIN.) I _ 1.71 " -- H INTERIOR EXTERIOR i to rn 00 O M Z U N a O x Z Q a L O D °° 0 U o 0 d -� m o d U) tO O a `t' o. d w LL 0c 0 0Z V til 0° JO: Z)O 0 �o iCO �co w� =o W 0 U D 0 0 x CL BERGLASS SKIM (0.073" THK.) BOTTOM RAIL (COMP.) 3 VERTICAL CROSS SECTION $ Shown w/ Flush Glazing 4 VERTICAL CROSS SECTION 3 Shown w/ Flush Glazing E 0 M Z 00 Q w U Q O O o 0 ryry n¢. U C �w N Q NCO /1/16 N.T.S. JK LFS DRAWING NO.: FL -20461.9 SHEET 3 OF 13 rn 3 m CD 0 J Z W af V 0 ko m 0 N N m .3 5 /\ 6 /\� 7 /\ 7 5/\6/\,7/\7 0 8/\8/ \8/\8 5 /\ 6 A 7 A 7 SEE 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. HARDWARE TABLE MANUFACTURER vo MODEL o Q > KNOB: F51 SCHLAGE .. to a DEADBOLT: B60 o KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT: HLS 9000 SERIES (3 pt. Manual Tongue) 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. 0 �o Z vo :���'• .: `• .to o Q > W0 �m w ( J w .. to a D o LA- o 0:� v a_ pi M a - > 00 ZM a0 Z m U N h /X o• *' O Q o 0 x Z o f p) Z m O •', E 0 o o a U► M O a In ans.m LL 0 0 C Z o C W f.Y 0 3'a 0 �o Z cn V) J M o Q > W0 �m w ( J w a D o o 0:� � Q a_ a - U m W9 DATE: 611116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 SHEET 4 OF 13 a .� 4 p d 4 p a 4 p 4 p a DD a 4 D d O d.p 4 D 4 4 D d 4 n 0 0.15"C -SINK T\y I,-) b INTERIOR i 2324 EXTERIOR a' 1-1/4" MIN. L 29 40 41 42 EMB. (TYP.) 43 44 45 2 HORIZONTAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) 'u 0 1.15" MIN. EMB. (TYP.) C �o P o ° 0.15'C -SINK (nP) yl ° O ° 7 ° 4 INTERIOR a D � ° v a EXTERIOR 40 41 42 27 43 44 45 1 3 HORIZONTAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) R A ..�111111/i.. 1-1/4" MIN. EMB. (TYP.) More. DATE: 611116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 SHEET 5 OF 13 Y J U U m or X U �a ' N N z wU) � M W �o �w � z m_ N� it 0o o O C U Of CL a a More. DATE: 611116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 SHEET 5 OF 13 3 -a m Of C) 0 N F-� z W W D V FZ 0 clt 1-4 ID O N J N m C .3 m 0 1-1/4 EMB. ©AMON. Mwft� ® c o a a o � 0 A 1 X Buck to be secured to masonry by others 2 HORIZONTAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) I OWN moo.. EXTERIOR n vrrn1,• .n 1 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) r0 t. 3 HORIZONTAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) .���1111tL/r. to ��•`� z®zLt. h ice;• � ✓��0)F- C t3� ��i s' •�� z 00;n zoo;6 o te) z N t'\v 0 X z° rn a o ° E z m° v CA Va �� C W V) K) o a. It m aam 0 V CZ �w o Jd 'MIN. (TYP.) Y a ° � ti CC X �o G ¢�r �z to w� J W W a. I=- tYj n vrrn1,• .n 1 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) r0 t. 3 HORIZONTAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) .���1111tL/r. to ��•`� z®zLt. h ice;• � ✓��0)F- C t3� ��i s' •�� z 00;n zoo;6 o te) z N t'\v 0 X z° rn a o ° E z m° v CA Va �� C W V) K) o a. It m aam 0 V CZ �w o Jd 'MIN. (TYP.) DATE: 611116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 SHEET 6 OF 13 Y QU v CO ti CC X �o ¢�r �z to w� J W W z W to I=- tYj En Q NN O =0 0 O tY U Q 0- DATE: 611116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 SHEET 6 OF 13 0 1-1/4" MIN. EMB. (TYP.) E E 1+-- 1.5' o MAX. . v o v EXTERIOR/%/� INTERIOR 1 VERTICAL CROSS SECTION 7 Shown Direct to Masonry. Outswing only w/ 4-9/16' jamb 1 INTERIOR W44 2 HORIZONTAL CROSS SECTION 7Shown Direct to Masonry Outswing only w/ 4-9/16' jamb EXTERIOR 1 DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE _ ± 60 PSF .n Z " E 1.5" MAX. � � o r« a 4 � CV 4 E 1-1/4" MIN. EMB. (TYP.) 3 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb rN �M D ME �� INTERIOR 4 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 1-1/4" MIN. EMB. (TYP.) r5-'� HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb E 1 .��IIt►lli.. rn 0 =Uiu o * U) v? z rc',f O� �� �.• 'G�``� r- 00) ♦,'����! / t 111 ®``` ai >° r rn r U N 00 Z v XZ¢ a Q Ern z m U �'t o a at u)�, o * C maaLL o c z U CW O J D. Jz Q� U� Q �o Of t5m Q �� �— w � o� IL CD ¢�z 0 o 00 0 Of U X 0_ to Q � J m ED U m �n z N8■IF, INTERIOR o � z a a 43 44 45 0 D- x V) W 40 41 42 N N a o� Z)Cr � r\ \ W �N Q EXTERIOR E N - C M 1-114" MIN. DATE: 6/1/16 EMB. (TYP.) SCALE: N. T. S. b HORIZONTAL CROSS SECTION DWG. BY: JK Shown Direct to Masonry CHK. BY: LFS Outswing only w/ 6-9/16' jamb DRAWING NO.: FL -20461.9 SHEET 7 OF 13 0 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 to jambs utilizing (2) # 10 X 2" pph SMS at each end. SEE NOTE 1 WA1MMIN • • ♦ MINEWIVU101•� • ► pis. � iii 32X38X39 SEE NOTE 1 1 VERTICAL CROSS SECTION $ Inswing Sill 3 VERTICAL CROSS SECTION $ Outswing Sill SEE NOTE 1 SEE NOTE 1 p v 0 �i o � J o; J_ to :d): z �Tt;•' Q� rn V►', :'may : vi •- • '• rte''',', '► f- o rn 0; 10 -' -•```� ? > = rY m rn Cn tY Z 0 °D to Q O z U N v Ux Z U C, — °c L O D m m O O't J C W U) to or- m o �� aam E 0 z C2t a ° p p ° p p ° ° 1 VERTICAL CROSS SECTION $ Inswing Sill 3 VERTICAL CROSS SECTION $ Outswing Sill SEE NOTE 1 SEE NOTE 1 33 34 35 36 37 o Ca (E) p v 0 �i o � J o; J_ to :d): z �Tt;•' Q� rn V►', :'may : vi •- • '• rte''',', '► f- o rn 0; 10 -' -•```� ? > = rY m rn Cn tY Z 0 °D to Q O z U N v Ux Z U C, — °c L O D m m O O't J C W U) to or- m o �� aam E 0 z C2t 33 34 35 36 37 o Ca (E) ,0 2 VERTICAL CROSS SECTION $ Inswing Sill 15 p v 0 � J M �� = rY to tY Z W CO to Q W O >PZ p p o it 0- a p ° ,0 2 VERTICAL CROSS SECTION $ Inswing Sill 15 4 VERTICAL CROSS SECTION $ Public Access Sill p v 0 � J M �� = rY to tY Z W CO to Q W O >PZ p p o it 0- a 4 VERTICAL CROSS SECTION $ Public Access Sill U m 21� DATE: 611116 z SCALE: N. T. S. G DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: FL -20461.9 R SHEET 8 OF 13 0 � J M �� = rY to tY Z W CO to Q W O >PZ O o it 0- a U m 21� DATE: 611116 z SCALE: N. T. S. G DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: FL -20461.9 R SHEET 8 OF 13 .%liiilll/lp. .......... •�•t Lo 0 r �►; � 6j : vi r (3)VV"#8x2-1/2" �r��ll•i�t� N ? �rn PFH WS o N °� z° JAMB TO HEAD DETAIL KK o 0 o z a (TYP.) li\ � n r o o m c w U J 4' (TYP.) — 0. z m nmn.aw °U.0 C� a E oz v uj_.._....,.....__ -- o d °a z ,°- (, 2X BUCK o D = _ HEAD & JAMBS J 1X BUCK10 �o Q (TYP.) BUCK w M DIRECT TO �� r 2X BUCK N MASONRY 250 J w� i FRAME �w Ln o �. HEAD & JAMBS m Q Q (TYP.) o o m � a m J m `0 U v O o Z U) � N Z a a w 15 O Wo 0 Z) W MASONRYBUCK ANCHORING FRAME ANCHORING CL (TYP.) cr z t� N I- n N � < F N Q n 0 N Z N O ❑ Z U DATE: 611116 z SCALE: N. T. S. ° J 7 DWG. BY: JK ID CHK. BY: LFS DRAWING NO.: FL -20461.9 0 N SHEET 9 OF 13 U .i al di M o, 0 J z w D v F 0 v 0 N J LL Cil N 0 \%" ' `1/ 1. 1� d F Q 0 ++ `.7 Z W 4L i O S- �y f ca co %28 = � in LL- �/� \�� o CR 00 2X BUCK L N `�' O • SEE HINGE z 0 m 6 1 X BUCK (� DETAIL (TYP.) ^ cn cal N : z DIRECT TO M `Q 2b N 0 t o o m° 4J 0 m y t) d J C W MASONRY = a U) M 0 r m r LL m n a e 4 z ��t 6 2X BUCK 25 -- E10 3 a 1X BUCK G ❑ +� a: 0 cL SEE TONGUE + L o 3`a 2% O 0 STRIKE DETAIL 2X BUCK DIRECT TO M 00 - In`P'1 = N MASONRY o oma^.' = oLO 1X BUCK G e LATCH & DEADBOLT DETAIL "' m N = DIRECT TO M Q 31 o J Kwikset MASONRY �o Q SEE LATCH TONGUE STRIKE DETAIL �� m Q & DEADBOLT Mu ipom oc =� w 2X BUCK DETAIL SEE LATCH i -CO U 1 X BUCK& DEADBOLT M V a G 8 DETAIL ui 0 o CV DIRECT TO0 MASONRY M Sub Strike Plate ( a j ILm 28 2X BUCK L 1 X BUCK G 8 O 22 STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO M 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 N z p N Z w�5 O r 1 X BUCK(' 0 Cn ❑ 27 = w DIRECT TO M elf MASONRY L 2X BUCK LATCH & DEADBOLT DETAIL 29G 1 X BUCK Multipoint LocF o ui LATCH & DEADBOLT DETAIL 8B z Schlage M DIRECT TO MULTIPOINT LOCK STRIKE DETAILS MASONRY ` LATCH & DEADBOLT STRIKE DETAILS • DIRECT TO ® CN o (Standard Deadbolt Strike Plate) MASONRY 24 ® 23 z Z U DATE: 611116 z SCALE: N.T.S. DEADBOLT STRIKE DETAILS HINGE DETAIL (Security Deadbolt Strike Plate) DWG, BY: JK In CHK. BY: LFS DRAWING NO.: k0 FL -20461.9 0 SHEET 10 OF 13 N BACKBEDDING COMPOUND SHOWN w/ --{ CUT-OUT PANEL —1 /2" GLASS BITE 1/2" - 9/16"THK. GLASS �71/8"TEMPERED GLASS AIR SPACE 1 /8" TEMPERED GLASS #IO X 1-1/2"' \DURASEAL, ALUMINUM PPH PLASCREW 3A OR STEEL SPACER G� GLAZING DETAIL BTS Lite Frame Door Panels BACKBEDDING COMPOUND SHOWN w/ MOLDED OPEN PANEL 1 /2" GLASS BITE 1"THK. GLASS 1 /8" TEMPERED ' GLASS #1OX 1-1/2"--3 PPH PLASCREW r3B G2 GLAZING DETAIL BTS Lite Frame Door Panels AIR SPACE 1 /8" TEMPERED GLASS DURASEAL, ALUMINUM OR STEEL SPACER 1 /2" GLASS BITE —►- 5/8" THICK GLASS DOOR PANEL 1/8" TEMPERED GLASS AIR SPACE 1 /8" TEMPERED GLASS ACKBEDDING DURASEAL, ALUMINUM COMPOUND OR STEEL SPACER G3 GLAZING DETAIL Flush Glazing Door Panels INTERNAL GRID (GBG) 9/16" INSULATED GLASS INSERT OPTIONS DECORATIVE••IRON INSERT 1" INSULATED GLASS INSERT OPTIONS INTERNAL GRID (GBG) Spacer)MINI BLIND INTERNAL GRID (GBG) PRIVACY INSERT (Optional Aluminum Spacer) 5/8" INSULATED GLASS INSERT OPTIONS #10 X 1-1/2" PPH PLASCREW ..til{Iili. III BTS FUII Lite Frame 11127r/TM TS LITE FRAME 3A 1 /2" & 9/16" Glazing N ri f 3B BTS LITE FRAME 1" Glazing it 1 N : : Z DATE: 611116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 OF 13 7.59" 7.5° L0 01 Cli 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1/2' 4.56' INSWING THRESHOLD 33 Inswing Basic Fixed Sill *34 INSWING THRESHOLD Inswing Moderate Climate Sill 1-3i8" 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" LO INSWING THRESHOLD 36 Inswing Basic Fixed 5-3/ 37 INSWING THRESHOLD Inswing Basic Ft 7-1 J Sill 4.56' — INSWING THRESHOLD 3$ Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 6.0" CO O O � 5 PUBLIC ACCESS THRESHOLD UT 1.79" c; --I c; SWEEP Cli4.56" h = g' v ()i 0 i���`J`!' ' • i P1 2.36' --I WOOD JAMB Oh 04 U6 OUTSWING THRESHOLD Composite Sill �177) OUTSWING THRESHOLD Composite / Aluminum Sill CD F— 5.75" 8 OUTSWING THRESHOLD Composite / Aluminum Sill (Thermal Break) 1.92" bo SWEEP `7 4 SWEEP Cd 9 L���:: L0 O ­z orn ?•�� > M 00 i U N z O Xzq o Z Em 01o U O0 0 o (L U)5 t') m Q: ii ts- o C oz° " cw 37 d Q: O �p ~ w �V) z 'z V _m a U O O w Q CL d m DATE: 611116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 SHEET 12 DF 13 z Z a 5 w a t` - m E v c v v d 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 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" 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 2-1/2" 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 ADA 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 43 FLUSH GLAZED DOOR PANEL (BOOK) - 22 #8 x 3/4" PFH WOOD SCREW STEEL 44 FLUSH GLAZED DOOR PANEL (HYBRID) - 23 # 10 x 3/4" PFH WOOD SCREW STEEL 45 FLUSH GLAZED DOOR PANEL (U 1) - 24 # 10 x 1" PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be 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 S►ZE EMBEDMENT TO MASONRY ro ADJACENT EDGE ANCHOR ITW ® 1/4" 1-1/4" /4" 211 L •" �t TAPCON ELCO ® 1/4" 1-1/4" 1" 4" U LTRACON BTW ® 3/16" 1-1/4" AS SHOWN 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. ..�111111i/,. .,V��� i 0) to 07 t�y-, Vi tz o rn •��� C to U NZ v :,:2 10 X Z Q E Ern z m a o of o a t� tq m q nL.m a E �i �Z o C lal 0 Jd J �c w Q� w� w o �m Q J C0 C) o o Of a �(D z N W c� r (0V) C F IL LLJ CL w Z)Q� DATE: 611116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20461.9 SHEET 13 OF 13