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HomeMy WebLinkAboutFL20468_R3_II_(e) Inst 20468.8Fiber -Classic. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR w/ SIDELITE(S) ►NSW►NG/OUTSW/NG IMPACT' GFNFRAL NOTFS 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 bome 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 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 75.25" MAX O.A. FRAME WIDTH 37.75" MAX 37.5' MAX. FRAME WIDTH FRAME WIDTH �C N W N W O o'ow ooui L L=j / 117 74' AAAY n A FDAAAF WIDTH .. , ,....., 37.5' MAX. 37.75" MAX FRAME WIDTH FRAME WIDTH Z j - N >� O �z XO ¢~ X W N = W oo 0 DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSI) CONFIGURATION INSWING OUTSW I NG POSITIVE NEGATIVE POSITIVE NEGATIVE xO/Ox, Oxo +47.0 -50.0 1 +50.0 -50.0 See Sheet 4 for Hardware Specifications �' Va • - 53 M �Y; •- C7 .� Ui00) • ••y`` m M ~ ' O (go) 00 j Ilap Z o OD t0 U N o �QLo v 0 XZ1Q om�v `U) Jooa o. m aam r O [ 6 .. o [W 0 3`1 w �o o Wz 0 c J m m Cn Q J LU o v= �i1 cw D �- cr o_ a DATE: 08/02/16 SCALE. N.T.S. M. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEEr 1 OF 14 N N 3 h 00 O N U_ Z v CD N C) 0 N J cn fI U-4 COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) G1) EXTERIOR \1.875" 1.198" � 0.5" �r • • Lam„'' i • • 0.406" —►-I 1 - -- i-1.199' �Gl) EXTERIOR COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36.0" MAX. DOOR PANEL WIDTH DOOR PANEL BOOK INTERIOR COMPOSITE CAP UZREMZii� 1.875, \\ 1.190.406" 2 HORIZONTAL CROSS SECTION 2 35.813" MAX. DOOR PANEL WIDTH 41 DOOR PANEL Hybrid Door COMPOSITE CAP LOCK BLOCK \ STILE (12.5" LONG WOOD) (ENGINEERED WOOD) 35.813" MAX. DOOR PANEL WIDTH 42 DOOR PANEL U 1 Door INTERIOR TOP RAIL (COMPOSITE/ENGINEERED /' WOOD) \ FOAM CORE (POLYURETHANE 1.9 PCF MIN.) 10111 [ 4L01;� Gl)" 111 11 (G1 t%% - • .+ ' rn _ o •Al o z ! 11co 0 0 T d D 104f"*IN 00 FIBERGLASS SKIN 00 cs (0.073" THK.) o BOTTOM RAIL f---1.71 --{ (COMP.) --1.71 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION gg rn •'0.� orn • 1. a ° tog .M- � 0 0) 0Oa0Z m U N 0 v v O x Z d o Ern Z .0 V n to 0 0 W UjM J O 00. r LL Cm 0 a u- ,'�� z n Cw 0 Ja DATE: 08/02/16 SCALE: N.T.S. M. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 OF .r`►►11►ii�,. w J W z Q Xn Q N Ol h 36.00" MAX. PANEL WIDTH *mqg-PANEi FYTCDInD INTERIOR 1 HORIZONTAL CROSS SECTION 3 0.66" TOP RAIL (COMP) FOAM CORE — (POLYURETHANE - 1.9 PCF MIN.) EXTERI-11 FIBERGLASS SKIN (0.08Z' THK.) BOTTOM RAIL (COMP) 1T II 0 In i ERIOR 2 VERTICAL CROSS SECTION N z ri •Pi ► 1t►► co 01 CD O . vW G)�� � o rn Q m00 ol cn O to z° p U N 41 O N 0 X z Q i t0 C] m m U C p� J C W N M 0 O D- Ill m a. a' LL LL D CZ - o >w 3 J13: J W Z DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEET 3 OF 14 ..1IIIUti.. 0 5 —6 1 7 MAWIFA 7 Id 5 A 6 A 7 EO SEE HARDWARE CHART ELEVATION XO 5/ 22 2 2 6 6) 5 5 A 6 A 7 An 5 ©101M EO I�II'�III ICJ SEE HARDWARE CHART ELEVATION OXO INC, III III L an, 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. IX any, ! to t�•, rn It. �.1 M 00 111100 Z 6 00 6 a o r) Z U N v_ 0' X Z Q c Ern Z m U 2 NM j osam 5 m n. a. li ° 2 0 � Z 6 0 d 2 7 3'a 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) owo Aiwa DATE: 08/02/16 SCALE: N.T.S. DWG. BY- X CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEET 4 of 14 N m O� 00 0 N J Z Ce Ce v n N 00 st N J i C m 3 1-1 2 H v 23 0.15' G-SINK (TYP) 24 b INTERIOR 1-1XMIN. i� (L ) EMB. (TYP.) 29 40 41 C42 1 HORIZONTAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) I SEE NOTE 5 HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing similar) 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). E 2. Sidelite assembly screws located Y from each end & at centerline B (3 screws along head jamb). MW 0.15" C-SINK (TYP) —► SEE NOTE 1 25 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) E B EXTERIOR IN i 3 "� VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) D D v P . D P v P P 25 SEE NOTE 2 50 v v ° v v c g. o; A— to N j z° 41: Oz- J r ''� �• •• •• • �`~ Q L 0; to to j�f 1 11 �i z o ao 0 010 Z 01, m U N •• op Ve XZQ a C0 0 m ® U O d' J O 0- CL It LL O maaT o cZ z a E o U CW O J 0. Y Um 0 QC) � �Z W0 W o_ m "' p vWi N O =0 Or a 0 zz.. Z 0 n OF"o [L. 0 04 O z W a.cc Q LDz CL E]O �� O Ou LLJ i �Wa -n7:. cw tr OfO i z N � U� INTERIOR Q 4 VERTICAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) DATE 08 02116 SCAB: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 SHED 5 OF 14 C4 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). t, , ,.1 1 HORIZONTAL CROSS SECTION b Shown w/ 1 X sub -buck Outswing shown (Inswing similar) CMD. I i r r.] 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) N E o ° 0 v ° � o 0 A SEE NOTE 2 ��O/� M �macla 4 VERTICAL CROSS SECTION 6 Shown w/ I sub -buck Outswing shown (Inswing similar) �W �QA 'ate Cn 0 OD a 0 N Z © o v x Z Q o E m Z m U 0 0 o U `t 0 O OW. fn r*) O ' ° m a: 0- LL o cZ c0i C W o -J>'n. 2 J Ci Um 1= J �Z M �O w Z8 V) Nu) mvJ O z0) W U a DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEET 6 OF 14 .%111111ti. N r 3 o� 00 0 fJ V LL z W v .) 0 rt Co N J LL 3 0 z D' 1.5° MAX. E w MIN. CE v C cc 40 AI X42 ///////d C 3 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb 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). LIVID. I I IF.) 1 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 ffel EXTERIOR 1 SEE NOTE 2 INTERIOR 4 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1-1/4' MIN. 2 VERTICAL CROSS SECTION EMB. (TYP.) 7 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb � \%, I. •i 0) N•' z°T'tr0~ LLr p)100) M z OM O a U N • Z V O E X Z Ern a r� c W uyM 5 p oa ° M aii°IL° 0 z o cW o �a >1 JZ QO C� Q 0-1 PEI m Q Q. El 2 W F- 0 W Q Z Q W p =0 a 0- DATE: 8102116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEET 7 OF 14 ..��Illlitr,. 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). INTERIOR (40141 X42 SEE NOTE 1 SEI EXTERIOR INTERIOR 40 41 42 q 8 40 41 42 Q 38X39X32 D � n e CL U 1 VERTICAL CROSS SECTION w $ Inswing Sill 4 VERTICAL CROSS SECTION K.8Public Access Sill 0 SEE NOTE 2 m �W 2 VERTICAL CROSS SECTION $ Inswing Sill 5 VERTICAL CROSS SECTION $ Inswing Sill SEE NOTE 1 D D e D 3 VERTICAL CROSS SECTION $ Outswing Sill rn 0) 1 Xt $ o;.I- to y :V� ��.. �j to Z ��.,�� 4V, O "_ J h .. (L I `� // ••.•• • Co In I• Z U 0 M /I111 I� 1� U) o o OD a 0 N Z o 0 a 0 xZCj o E os Z m v o p oa NM 16 l 118 LJ-� m n: as LL cZ E v CW E 6 VERTICAL CROSS SECTION $ Outswing Sill D n N. Z p_ �C6 = w Z 00 = w 0 �0 Q= J m Q\ wU E -m W En Q F-{n Lr Z �!o 0 �' 0 w x n. Q a Z 0 a 0 DATE: 08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.. FL-20468.8 SHEET 8 OF 14 2X BI (TYI MASONRY (TYP.) m E `v v JAMBS 2" (TYP.j 6 (TYP.) 7t xoiox u: v 2X BUCK ANCHORING JAMBS JAMBS 2" (TYP.) 2" (TYP.) 6 (TYP.) i ( b" (TYP.) 7t •�; �n to zi rn ''� �• •• �. t-orn + C6 Ki . Q L o N Ittt °p o ei 0° ° rz U N O (D XZVZOtCO ma�*o cW a� m �� CL j 4° (TYP.) U. m a a a E c Z t0i C W 0 n w z a DAB: 08/02/16 SCAM N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEET J OF 14 MA 1 ..�11111ilt.. DIRECT TO CD MASONRY HEAD (TYP.) DIRECT TO ( N `` MASONRY ' JAMBS (TYP.) SILL (TYP.) Q z z W z uj uj F- E v e v v 3'(TYP.) a: FRAME (TYP.) Bl (T DIRECT TO MASONRY J FR, (T MASONRY (TYP.) FRAME ANCHORING oxo - Z r)o�;: Q� i rn �' G� ♦•• t- o rn �I ••.,• ,,�, ♦ Z U to #8 x 2-1 /2" ' •+� ��� > `��° rn PFH WS ��// / 1111 % cn JAMB TO HEAD DETAIL a a, o N co zo o-0 N 0 XZQ o Ern o o U 0 � m U n a.cn ,n *t m o aam LL a' (TYP.) E o Z 'o c Li 00 Ja: OZ ®p O U z Q zcr W w �-� Q � U 0 O o � a a_ N DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEET 10 OF 14 �44 v a lie /,, Qi C) X o) — to 91. <—. to ;e --b 0 0 z 4 Oz- I.- 0�Co Z 0 0 < Ce < U 0 g - fo 0 C, 0 cn > 'i C) z SEE HINGE Co 0 0 00 z0 n 0 DETAIL (TYP.) ol +1 040 26 :2 0 x z 6 E a, z o , mo 0 mC W (n 14) CL 5 0 mo (L m a: o- LL LA- 6 C z E 0 Eo 'D SEE TONGUE 0 C uj 27 CL 0 0 o STRIKE DETAIL En —4— (Typ.) Eo :�,e I CC! Lo Fe Cli co C.4 0 r-t 01 0 LATCH & DEADBOLT DETAIL Lq C3 C,I co C-4 KWkset J TONGUE STRIKE DETAIL En >-, Li SEE LATCH Q�:5 m & DEADBOLT Multipoint Lock Liu m (n SEE LATCH Q DETAIL M& DEADBOLT 8 f w DETAIL Ci u') 0 L SUB STRIKE C14 0 PLATE w D- • M 28 >- 8 CUE go 30 z z 22 ZOR STRIKE JAMB HINGE JAMB STRIKE JAMB 0 r- 6 i:= ;� C,4 Latch and Deadbolt Multipoint Lock EL V) %L z v 0 25 27 LATCH & DEADBOLT DETAIL V) Multipoint Lock to L 2X BUCK En Li ou - U) j "'t LATCH & DEADBOLT DETAIL B STRIKE 29 G 1 X BUCK P TE R Schlage M DIRECT TO 2 in MASONRY Lu z LATCH & DEADBOLT STRIKE DETAILS 24 M ULTIPOINT LOCK STRIKE DETAILS 23 z n 04 — 0 Z0 II rj 0 DATE: 08102116 z sGALF- N.T.S. a HINGE DETAIL DWG. ErY- CHK. BY. LFS DRAWING NO.: FL-20468.8 0 SHED 11 OF 14 .t11111111, N [V 3 91 ID 00 N J F z Uj n 0 00 N 3 i CELLULAR GLAZING TAPE DOW 995 OR SIKA 552 1 /2'GLASS BITE I" THK. GLASS 1 /8" TEMPERED GLASS I /2" AIR SPACE 5/32" ANNEALED GLASS 0.090" PVB INTERLAYER (SAFLEX OR KURARAY BUTACITE) 1/8" ANNEALED GLASS #10 X I-1/7' PPH SMS \ INTERIOR 3A SWIGGLE GLAZING SPACER G1 GLAZING DETAIL Aluminum Impact Lite Frame Door Panels & Sidelites �tAA)ALUMINUM FRAME Aluminum Impact Lite Frame Door Panels & Sidelites 4" (TYP•) 20.88" D.L.O. yl WIDTH M� ALUMINUM LITE FRAME 10 X 1-1/7' PPH SMS (TYP.) INTERNAL GRID (GBG) PRIVACY INSERT WROUGHT IRON INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS ISERT z�C;•'O�-�- ter` �;. rn Co vi o rn Pv too O K) z za O N .. o a v Z o z U o Ern m a L 0 0 c W 01 NA 5900- .4 m a.aLL E c z° v C uJ 0 ��0 DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEET 12 OF 14 •. 32 'NI:THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2" 33 INSWING THRESHOLD Inswing Basic Fixed Sill 5.75' M *34 INSWING iHRESHOLD Inswing Moderate Climate Sill 1 3/8" INSWING THRESHOLD 33 Inswing Moderate Climate Sill 5.75" to INSWING THRESHOLD 36 Inswing Basic Fixed 5-3/4" Sill 7.5" LO INSWING THRESHOLD 37 Inswing Basic Fixed 7-1 /2" Sill ��-- —1.70" --I o SWEEP 38 INSWING THRESHOLD Inswing Composite Adjustable Sill INSWING THRESHOLD 34 Inswing Basic Composite Adjustable Sill � 5 PUBLIC ACCESS THRESHOLD 1.42" 0 9 SWEEP N 4.56' co 2.36" —I WOOD JAMB j -- OUTSWING THRESHOLD Composite Sill 4.56' 0 UI-77)OUTSWING THRESHOLD Composite / Aluminum Sill U8I- jq�OUTSWING THRESHOLD Composite / Aluminum Sill (Thermal Break) 10 ril RIM �SIDEL7E PACER 2.13" 0 o 7S SIDELITE SPACER co Outswing 0Y Az6 •• III'',/it (1PI lt CO a 0 0 2.II14" 04 � 1 CIoa 0. o o 0 77 SIDELITE SPACER Inswing ---- Moderate Climate Threshold LL h oOD O M Z 0 N 41 Em a =O to d a ¢ LL CZ i 'a U CW 0 3'n. 0 �o ¢ cn �g W d tCIS — 03 rz D 0 O w d I DATA 08/02/16 1 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.8 13 OF 14 .�ritilll/r.. BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL REM # 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 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 I 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" PFH 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 (U 1) - 15 PUBLIC ACCESS THRESHOLD ALUM 50 SIDELITE - 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 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners 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 ;CLEA.RANCE ; MIN CLEARANCE; Iyp� SIZE EMBEDMENT : TO MASONRY TO ADJACENT : EDGE. ANCHOR ITW ® TAPCON 1/4" 1-1/4" 2" 4" ELCO ® 1/4" 1-1/4" 1" 4" U LTRACON ITW ® T A tf/' &l 3/16" 1-1/4" AS SHOWN 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. -/ y�O���i Ro:*0�M O ¢T U) r j > (ROD i 0 N z 0 OXz3 E am z MOa -Ocot 9 om U)It ,)m aaLZ LL C =z -�� -o I ,w i 3'4. 0 z m 0 a DATE: 08f02116 SCALE: N.T.S. DWG. BY: JK � CHK. BY: LFS DRAWING NO.: FL-20468.8 SHEET 14 of 14