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HomeMy WebLinkAboutTHERMA TRU FL20468_R3_II_(e) Inst 20468.11..�1t11111i.. Fiber -Classic. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR w/ SIDELITE(S) INSWING/OUTSWING "IMPACT' GENERAL NOTES 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 El996 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 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 (1 X 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 76" MAX. FRAME WIDTH — 0.75" 37.75" MAX. 37.5" MAX. FRAME WIDTH FRAME WIDTH � O z z ©z O0 X XX= Q E- ¢O �x � = C,4 LU e a� aW W ¢ LL-osLL- / A, o ! Ittt a OO C 114.25" MAX. FRAME WIDTH 0.75' 0.75" 37.5' MAX. 37.75" MAX. FRAME WIDTH FRAME WIDTH o x a DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSI) CONFIGURATION INSWING OUTS WING POSITIVE NEGATIVE POSITIVE NEGATIVE XO/OX, 0x0 +50.0 -50.0 +50.0 -50.0 See Sheet 4 for Hardware Specifications i L ✓ 1� Z O )��• j>Mm O M 00 Z i U N • Q X Z EOM Z_ m U > U0, 0 a- maaLL � o z° , w (� W �o WZ c� Z oz wix� En W 00 � U w 0 w o CL a a rL 0�z W U W oQ Ofs f)to O03W0 U F_j a 0 z 0- 0:%r¢Z ID+TE: 8102116 1 SCALP: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.11 _L of 14 .%1111111118. a 3.6" 0.5,— a LQ0-- Gl EXTERIOR 0.� 0.07V % cy, (D X. EX' 6 0 z b -Z, (n C P 0 0) Z 0 COMPOSITE 0; CAP 046,% "R 00 T 10 COMPOSITE INTERIOR HINGE STILE LOCK STILE 00 Z 000 0 0 n z CAP (ENGINEERED WOOD) (ENGINEERED WOOD) Q 04 4j 0 HORIZONTAL CROSS SECTION :2 C) E E 0z x0, z 3 a 0. -c 0 OC w 0 * 0 CL E V),) 5 q z m m a. a. L. LL r 0.406' 3.6' C 6 Z Gl E 0 0.699' EXTERIORTOP RAIL 3 *0 Li 0 C (COMPOSITE/ENGINEERED 00 WOOD) u0.406' OMPOSITE Of Q. CAP COMPOSITE HINGE STILE INTERIOR LOCK STILE 0- 01 CQ CR CAP (ENGINEERED WOOD) (ENGINEERED WOOD) C) C) m K-2--`HORIZONTAL CROSS SECTION FOAM CORE11 w (POLYURETHANE- ~m U) 1.9 PCF MIN.) 36.9'MAX. DOOR 35.813'MAX. DOOR 35.813'MAX. DOOR 0 0- PANEL WIDTH PANEL WIDTH PANEL WIDTH M A Z INTERIOR - EXTERIOR 'Ic'! py 0 ` E2 INTERIOR EXTERIOR z 6 z cs b 0 Z— U) Gl z 7 z 0 d CL z cn LU ui uj z z z tiWW Q < Lq LQ Lq 0 LO 0 LO 0 L0 z c0 0 ZO .:c 0 FIBERGLASS SKIN ZO oc? 00 N q 00 . I . , . I.. o 0 0 0 C) (0.087'THK.) ui 0 0 ::E 0 10 REA cli 0LO ui LO 1 01, BOTTOM RAIL I 1-)INI — zi 1.71 (COMP.) (._ 1.71 DATE: 08102116 SCALE N. T. S. VERTICAL CROSS SECTION r4---VERTICAL CROSS SECTION DwG;- BY: JK c CHK BY: LFS DRAWING NO.: FL-20468.11 (*PDOOR PANEL DOOR PANEL DOOR PANEL 40 (�2) BO—OK SHEET (4-1) Hybrid Door Ul Door F ..ttililtl.. 0 w w z o_ N u'i 01 0.66' 1 � U STILE (WOOD) 36" MAX. PANEL WIDTH *ip4iiAANEL EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 3 1.7' 0.66' TOP RAIL (COMP)°;: Q� r TAI y . • o i- O O� 1 n t. CQ j iiltt Z o M o co 00 p r) CO z v U x z ¢ STILE (WOOD) ; . >:�f:' o q rn m z v FOAM CORE �' '` '' ' CL w m M p o a - (POLYURETHANE - � w m 0- 0. m 1.9 PCF MIN.) `o c o z --� 0 c w AI _ o v a v l EXTERI-11 FIBERGLASS SKII (0.08Z' THK.) BOTTOM Rj (COMP) INTERIOR m 2 VERTICAL CROSS SECTION 3 c.> a t zz 0_ N W w�a ° O cwn oow U U 4 � DATE 08/02/16 SME: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.11 SHEEP 3 OF 14 U e D a ��0 �T�T v v�v�v a a 5 5Jill v v � 6 5 D 4 D 4 v vv SEE HARDWARE CHART Fiber-Classic/Smooth-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. 5 6 8 8 SEE HARDWARE CHART 0 0 v HARDWARE TABLE MANUFACTURER MODEL SCHLAGE KNOB. F51 DEADBOLT'. B60 KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) HOPPE I MULTIPOINT : MPDGART (THERMA-TRU) 1 (3 pt. Manual Tongue) ��V i 0) to -� A rc;:`O rn orn to i Ch U N Z 2 O x 41 Z Q Eo, zm®U D UO � 0 oa Nm aam +5 C-zo - o i cW o: 0 Cr o a CrV) g wU F— m li F- U D 0 O W 0- U O V Q UMz O Z E;- a O t1 C W w 0CL a'ovWi`O oowo 00U Cr1W-- Q I DATE: 08/02/16 1 SCALE: N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL-20468.11 4 of 14J ,1111111ilp. U E Q r L 0.15' C-SINK L (TYP) 0.15" C-SINK (gill) O% wile" D SEE NOTE 1 INTERIOR 25 1-1/4"MIN. I— ( L ) 29 EMB. (TYP.) �--� *(��CQ 1 HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing similar) 50 1-1/4" MIN. _ EMB. (TYP.) % 2 HORIZONTAL CROSS SECTION it Outswing shown (Inswing similar) 1.15' MIN. EMB. (TYP.) (E1 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing similar) 5 Outswing shown (Inswing similar) L 0 Notes: `��,� ..... • ✓a�i 1. Sidelite assembly screws located 6' from each end and 6 more screws equally spaced Z�. between (8 screws total per side jamb). 2. Sidelite assembly screws located 3" from each " V' --Z end & at centerline (3 screws along head jamb). • :� z �°;'y D ,''�j�� 1 1 i 11 i i ©```-` vi 3 M rn U N .. v. � m Z OZU E O0. ID nD °D. ° o Oep Co W .. N M p n. m n:aLA- 0 o i Z p� E O I. 0 C Li :y. O J>cei ' 0. C 7 w Y �m �DC 0 >� 7 Ne g0 m Qo 1 o= z� n Zw U I— w u, oN cn EXTERIOR INTERIOR ^ ` m W o = =o U 3 VERTICAL CROSS SECTION 5 Outswing shown (Inswing similar) D ° v °D vl 25 gogyW �_,o. SEE NOTE 2 so /VERTICAL CROSS SECTION EXTERIOR INTERIOR 17 vOutswiing. U m O p oU O a�Q cl z DATE: 08 02116 SCALE: N. T. S. DING. BY- JK CHK. BY: LFS DRAWING NO.: FL-20468.11 SHm 5 OF 14 Notes: 1. Sidelite assembly screws located 6" from each end and 6 more screws equally spaced between (8 screws total per side jamb). 2. Sidelite assembly screws located 3' from each end & at centerline (3 screws along head jamb). "Mv. I I 1 .' 1 HORIZONTAL CROSS SECTION (� Shown wi 1 XX sub -buck Outswing shown (Inswing similar) Z a W a M E QJ v LIVID. ( I IF.] Z 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) k E D . D A n e p p D D v 25 SEE NOTE 2 C50 CVTCDIf-ND 4 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 1 •'.• In _• • � xt o to �'. ,•'•• • yam.` z °' .to •, ON 01 �' U N O - V •� V C9 x z a 0`o E rn — m° U _ j o OV OJ OW (1)M O o cZ Y J C.) U LT] Q- wO I= —as ,,, CnCa zU Q N� U O O �N =0 O � U d DATE: 08/02/16 scams N.T.S. DWG. BY: JK CHK. BY- LFS DRAWING NO.: FL-20468.11 SHEET 6 OF 14 If 1.5" MAX. -- MAX. � m 2" E W w MIN. E MIN. p C 1 C 40 X41 X42 EXTERIOR V11111111 INTERIOR 3 HORIZONTAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 6-9/16jamb Notes: 1. Sidelite assembly screws located 6' from each end plus 6 more equally spaced between (8 screws total per side jamb). 2. Sidelite assembly screws located F from each end & at centerline (3 screws along head jamb). F-MD. I I r.! 1 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb E 25 SEE NOTE 2 4 VERTICAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 I--�� 1-1 /4' MIN. 2 VERTICAL CROSS SECTION EMB. (TYP.) ] Shown Direct to Masonry Outswing only w/ 6-9/16'jamb • rn �t. ,. 0) tth o tn illl00 1M � OZ U tV CD y o X Ern m° Z Z (J o a Z 0 C W O� J Q O V] tG a a mas.m D E a c CZ U C W o J'`a �Z ,Q o UQ >a �o cn i E- 10 m c� =w F � o� m �Z o' 0 w a a IRS I Un DATE: 8102116 SCALE. N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.11 SHEET 7 OF 14 ..t111111/i.. Co 00 ti O .-a C) N LL v n O co C) 3 C LL 2 Q LL a h E a 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 screws at each end. 2. Sidelite assembly screws located Y from each end & at centerline (3 screws along sill). �. ♦ 0. O. pis ((40X41 X42 8 SEE NOTE 1 38X39X32 D z a: D ii-- 1 VERTICAL CROSS SECTION .' ►,, $ Inswing Sill 40141X42 SEE NOTE .' w 9 40 41 C42 33 34 35 36 37 SEE NOTE 1 nE 2 VERTICAL CROSS SECTION $ Inswing Sill F07 y.LL 0) Kit C �� Z 0 Co z INTERIOR CD" N o v v U X Z Q 0 0 =0 Q m 0U ° p oa :W�7nnEE a m o:Em d CW C 0 0 Z o v ° D D Zn* 3 VERTICAL CROSS SECTION w $ Outswing Sill CO �J O �0 ON i-Q V� .� (n �g 'J M Q� _� ~m Lj U) �z Q >� D0 a.. a INTERIOR EXTERIOR z 6 o AX zooms SEE NOTE 2 50 EXTERIOR INTERIOR o P. z o EXTERIOR INTERIOR 25 o C Ed 40 341114277 75 32 33 34 ' 3b 37 38 39 SEE NOTE 21b 17 18(i0oaJWto 10 �m�o 15 7b oo�I E E E o00 SEE NOTE 2, _ __-----, Cr D D � ° � n i�7- �Ci W 4 VERTICAL CROSS SECTION $ Public Access Sill za � m 'W e D D 5 VERTICAL CROSS SECTION $ Inswing Sill o ° 1 b VERTICAL CROSS SECTION $ Outswing Sill DATE: 08/02/16 SCALE: N.T.S. z a_ p- DING. BY: JK m CHK. BY: LFS — w DRAWING NO.: FL-20468.11 SHEET 8 OF 14 1 N ti O N tJi Z K Lu n C) N co U3 v N J c cn m 2X B (n MASONRY (TYP.) MULLION —� 4" (TYP.) xo/ox I CL Fi- En U 00 O 2X BUCK ANCHORING MULLION 4" (TYP.) r° O ��•=_,�., -•gyp, i V• o <•-. Z rC;� O on co '` �I /•'•. P orn Z 0 i 6 OI a U N o 2 a v EoQ 0 z oZci O rn _md �+ C ® [ Z E 0 v [W O Jd =Ocr- Z �g m ":c ~ ca En 4 cc U � D O 0 1- � Q d 0_ v 0 F 4 r DATE: 08/02/16 SCALE: N.T.S. DWG. BY: X [ CHK. BY: LFS DRAWING NO.: u FL-20468.11 c SHEET 9 OF 14 .a111111111i. a 3 N 6 00 0 N u- L U n C3 rt co 0 tu 3 DIRECT TO p MASONRY HEAD (TYP.) G a DIRECT TO (N � MASONRY , JAMBS (TYP.) xofox T' (TYP.) 3" (TYP.) d DIRECT TO D MASONRY HEAD (TYP.) , a n c. BUCK L 2X BUCK (TYP.) 1X BUCK #8 x 2-1 /2" PFH WS JAMB TO HEAD DETAIL (TYP.) MULLION 4' (TYP.) 8" (TYP.) I l I I J HEAD & JAMBS .— (TYP.) DIRECT TO N MASONRY JAMBS (TYP.) L _ THRU MULLION (TYP.) FRAME ::E �7- (TYP-) v — SILL t (TYP.) ev o aq I t t l l i FRAME ANCHORING —► 7' (TYP.) 3" (TYP.) II ;o .00 • , '•,.�_Lo z° �O@;: O'- �n ' y,. (n — ♦ a In co 00 rrPV tii� _ O M °D z a U N • �O O xZQ o Ern Z m° U a ZO 0 � U) —� p 0 a m f : 0- LL o c 0 A \ 0 C lil J C- �QO 0:© Z 2`� m Q ~_�w s w a Lct l~� � 0 o 0 0- F- a z1L�uC3l.lm w Ln Z � a J CO C 0 oj5 O 0 rx Q DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.11 SHEEP 10 OF 14 ..1111111/1.. ♦ 1 100, .41 W 'O d O '_ U) . O : N.:g 6 r rc'•: C?:L. 1, L..w "'� Cr,�� t- orn tn SEE HINGE �+ O N O �i� ••'•• ♦♦� a ° 0; 28 DETAIL {TYP.) ��ij ;��♦ > ; t° 00 rn j� 1 1111, �� m - O tM�Z 04 01 CD 0 o i o Em Z 0 L O 26 a s 0 a • a0 ` EnIq 0tm ^p o m aaLL CL a:�7- 0 0 m p SEE TONGUE ' ;n ;� 0 0 0= 0 STRIKE DETAIL Z o c V 25 27 00 OR En _ +� O14 U. _ N O+ LATCH & DEADBOLT DETAIL ^ p 0 J -Opmp �o Kwikset p o\ oLO N cN �g m � w� U TONGUE STRIKE DETAIL �w U CO Cn CC Mu Ipoin LockQ SEE LATCH o 8 & DEADBOLT 1 0 L DETAIL m SEE LATCH 0 Security Sub " m o o o & DEADBOLT a a Strike Plate N N DETAIL LO N > m 28 o 8 o C3 z Z- 091 22 L 0-Nd04 tn STRIKE JAMB HINGE JAMB STRIKE JAMB Q 30 z '0 w o ¢ --2- 25 p 27 Latch and Deadbolt Multipoint Lock Fo Cr 0 CO V OO L 2X BUCK 068 0 ti LATCH & DEADBOLTDETAi! a 29 G 1 X BUCK Mu IpoIn Loc Q Q= z LATCH & DEADBOLT DETAIL SDIRECT TO chlae °p F 9 ® M MASONRY o n F z LATCH & DEADBOLT STRIKE DETAILS 24 ® 23 MULTIPO►NT LOCK STRIKE DETAILS —1 1M N z DATE- 08/02/16 z 11 sCALE: N.T.S. HINGE DETAIL DWG. BY: JK m CHK. BY: LFS DRAWING NO.: FL-20468.11 0 SHEET 11 OF 14 N .*111111111R. EXTERIOR CELLULAR 1 /2" GLASS BITE GLAZING TAPE 1"THK. GLASS 1 /8" TEMPERED GLASS 1 /7' AIR SPACE 5/32" ANNEALED GLASS DOW 995 0.090" PVB INTERLAYER OR (SAFLEX OR KURARAY BUTACITE) SIKA 552 1/8" ANNEALED GLASS #10 X 1-1/2" PPH SMS 3A SWIGGLE GLAZING SPACER Gl GLAZING DETAIL Aluminum Impact Lite Frame Door Panels & Sidelites 1.53" 3A ALUMINUM FRAME Aluminum Impact Lite Frame Door Panels & Sidelites 20.8$" D.L.O. WIDTH ALUMINUM LITE FRAME CL INTERNAL GRID (GBG) PRIVACY INSERT WROUGHT IRON INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS ISERT to V; z°•• O :�. `► o rn •,*� rn� 0 000Z a O U N •• o 0 v Z X Z fJ =o -p m a >b ° d' _' o a rn o m aii� o 0 �z E O C 41 a° 3 a p 'aC o 1 En } �g C m W z m U O O 0 O d CL LoQ o: 0 0 p 1-1/2" PPH SMS (TYP•) o0 DATE 8102116 SCALE: N.T.S. DWG. Sr: JK CHK. BY: LFS DRAWING NO.: FL-20468.11 SHEET 12 OF 14 i 7.59" 7.5" En --� a LO Ln J 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2" 33 INSWING THRESHOLD Inswing Basic Fixed Sill 5.75" 34 INSWING THRESHOLD Inswing Moderate Climate Sill 1 3/8" 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" LO J� 36 INSWING THRESHOLD In Basic Fixed 5-3/4" Sill 37 INSWING THRESHOLD Inswing Basic Fixed 7-1 /2" Sill 1_ ��--1.79" --I LO o SWEEP $ 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill � � PUBLIC ACCESS THRESHOLD f---1.92" O 9 SWEEP 4.56" I-- 2.36" --I WOOD JAMB rn ` .qf .. o z :14�1 ' • P1 iI lilts co a o 0 ��� Q %�M � j>(q° i O M z U N "¢ i E rn 0 Z V Z— CO m o: 6 OUTSWING THRESHOLD Composite Sill o i� WO 4.56' as 0 F IL U O d 17 OUTSWING THRESHOLD Composite / Aluminum Sill 5.75' a 0 En w o Z � a r O O $ OUTSWING THRESHOLD Composite / Aluminum Sill m (Thermal Break) 00 SWEEP o 2.18" L o 75 SIDELITE SPACER Inswing 2.13" —► o 76 SIDELITE SPACER o Outswing 9— U C) � N •- O z _[ DATE: 0810211 6 SCALE N.T.S. o 0 o DWG. BY: JK CHK. BY: LFS C SIDEUTE SPACER 77 Inswing DRAWING NO.: FL-20468.11 SHEET 13 OF 14 Moderate Climate Threshold .��Illliti._ 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 SECURITY SUB STRIKE PLATE STEEL 29 4" X 4" HINGE STEEL F # 10 X 2" PFH WOOD SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP 1 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP J 1 /4" X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP L #10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 34 INSWING THRESHOLD ALUM/COMP M 3/16" X 2-1 /4' ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP N 3/16' X 2-3/4' ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 37 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 38 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 39 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 40 DOOR PANEL (BOOK) - 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 41 DOOR PANEL (HYBRID) - 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 42 DOOR PANEL (Ul) - 15 PUBLIC ACCESS THRESHOLD ALUM 50 SIDELITE (FULL LITE) - 16 OUTSWING THRESHOLD ALUM/COMP 75 SIDELITE SPACER (INSWING) PVC 17 OUTSWING THRESHOLD ALUM/COMP 76 SIDELITE SPACER (OUTSWING) PVC 18 OUTSWING THRESHOLD ALUM/COMP 77 SIDELITE SPACER (INSWING) - MODERATE CLIMATE SILL PVC 22 #8 x 3/4" PFH WOOD SCREW STEEL 88 1 X MULLION (SG >= 0.55) WOOD 23 # 10 x 3/4' PFH WOOD SCREW STEEL 24 # 10 x 1" PFH WOOD SCREW STEEL 0) Lb z°0=ern Q '` T 00 III%% �� ` U) m N Z a U o v a X 0 0 0 E� Z m U o U't C W ton O o d m a:am LL E 06 U C t i 00 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 :ANC)40 MIN. - MIN.; CLEARANCE: MIN,:;CLEARANCE TYPE SIZE EMBEDMENT ` TO MASONRY TO ADJACENT LEDGE: ANCHOR ITW ® 1/4n 1-1/4" 2" 4" TAPCON ELCO 1/4" 1.1/4n 1n 4" ULTRACON® 0 3/16" 1.1/4" AS SHOWN 1-1/2" TAITW 1. Maintain a minimum 518" edge distance, 1" end distance, & i"o.c. spacing of wood screws to prevent the splitting of wood. CC (n O Q Q� �g m wc_D w p U) J = o o DATE 08/02/16 scALE: N.T.S. M. BY- JK CHK. BY: LFS DRAWING NO.: FL-20468.11