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HomeMy WebLinkAboutProcduct Approval� 1 t COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING "IM PACT' 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 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 panels require the use of "J" part numbers and must be stained or painted within six months of installation. 37.75" MAX O.A. FRAME WIDTH TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Elevations 4 Horizontal & Vertical Cross Sections (2X Buck) 5 Horizontal & Vertical Cross Sections (1 X Buck) 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 7 Vertical Cross Sections (Thresholds) 8 Buck & Frame Anchoring 9 Hardware Details 10 Components 11 I Bill of Materials 37.75" MAX O.A. FRAME WIDTH DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION LOCK C, OUTSWING W HARDWARE z° W oz Q J M a� (D POSITIVE h POSITIVE a 37.75" MAX O.A. FRAME WIDTH See Sheet 3 for Hardware Specifications ., . ®'� C� rr r n ; •�`� t >¢ >M00 Z 0o°z° U N o N (� X41 ZQ, a t 0 p N0 O U c O t J C W U) M m O n. a 'd' Q. E 0 o cZ �w 0 JT 0.. DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OUTSWING W HARDWARE W oz Q J M a� (D POSITIVE NEGATIVE POSITIVE NEGATIVE X batch & Deadbolt +67.0 -67.0 +67.0 -67.0 X Multipoint —T +50.0 1 -50.0 +50.0 1 -50.0 See Sheet 3 for Hardware Specifications ., . ®'� C� rr r n ; •�`� t >¢ >M00 Z 0o°z° U N o N (� X41 ZQ, a t 0 p N0 O U c O t J C W U) M m O n. a 'd' Q. E 0 o cZ �w 0 JT 0.. m DATE: 08102116 SCALE: N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET i OF 11 z 12 C.D O Z �OZ W �� W oz Q J M a� (D LU w ~m ` _� Uo Do 0 � cn w 0 a CL w a a. m DATE: 08102116 SCALE: N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET i OF 11 {-EXTERIOR 1.198" 0.5" � �I 1.198" I I I•--1.875" -•-j � 0.5„ M COMPOSITE CAP COMPOSITE I INTERIOR LOCK BLOCK ""-C CAP HINGE STILE (12.5" LONG LVL) (ENGINEERED WOOD) (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION 2 36.0" MAX. DOOR PANEL WIDTH 3 2 2 � 0 W to J W Z o' 9 o x X Ii.—.II I►►—.il 40 DOOR PANE! BOOK VA =23Y > > OR" — MPOSITE HINGE STILE INTERIOR CAP (ENGINEERED WOOD) 35.813" MAX. 35.813" MAX. DOOR DOOR PANEL WIDTH PANEL WIDTH 3 4 � 2 alw LOCK BLOCK (12.5" LONG WOOD) 2 HORIZONTAL CROSS SECTION 2 i 0_ Q TOP RAIL o O 0 (COMPOSITE/ENGINEERED Q� w W DC Q tim J a o UQ W 01 0 0 Z 0. > > a FOAM �'; :.': ! CORE .' :. o' 1.9 PCF MIN.) 0 X X _ O h EXTERIOR INTERIOR EXTERIOR I> DOOR PANEL 41 Hybrid Door 42 DOOR PANEL U 1 Door 0.406' COMPOSITE CAP ' STILE (ENGINEERED WOOD) tO CD U z Q �' h ........ 0 ,Y•�� 0 M ''�♦♦♦ri • - Z 0 ao 0 (� a aj U N Z •`\ v v O X Z Q o Ern z m° ci c c"Ot q C W rn M O n. It m D_ a m V C z° U CW O 2? d 9 0_ Q TOP RAIL o 0 (COMPOSITE/ENGINEERED Q� w WOOD) DC 42 DOOR PANEL U 1 Door 0.406' COMPOSITE CAP ' STILE (ENGINEERED WOOD) tO CD U z Q �' h ........ 0 ,Y•�� 0 M ''�♦♦♦ri • - Z 0 ao 0 (� a aj U N Z •`\ v v O X Z Q o Ern z m° ci c c"Ot q C W rn M O n. It m D_ a m V C z° U CW O 2? d 9 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION I I I IcNI—Pg 2 — 2 ----- DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEEr 2 OF 11 3 0 N 0_ Q TOP RAIL o 0 (COMPOSITE/ENGINEERED Q� w WOOD) Q tim a o UQ o 01 0 0 CQ C) 0. > > a FOAM �'; :.': ! CORE .' :. (POLYURETHANE - 1.9 PCF MIN.) m O h EXTERIOR INTERIOR EXTERIOR N 0 z W FIBERGLASS SKINCR w o (0.073" THK.) o LLIJ wa BOTTOM RAIL I ( 10 < (COMP.) I--1.71" --I r h 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION I I I IcNI—Pg 2 — 2 ----- DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEEr 2 OF 11 3 0 N 4A5/\6/\6 W 4A5A6/\6 7A7/ \7/\7 4 /\ 5 /\ 6 �\ 6 SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: F51 SCHLAGE �m DEADBOLT: B60 O KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT: MPDGART (THERMA-TRU) (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 opaque panel configurations are allowed. Panels shown are for illustration and are representative only. .��tttrtr,•. � � W �v •�K < Z U Oi M t ttti Z O op O O M Z m U C4 01 4j v O x Z Q E0 Z m U n t0 -1 '1 C W (� M O 0 0. a m n:am .+ ID [ LLZ U C a: 0 J'' 0 �m W U O O W Q CL a DATE: 08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY. LFS DRAWING NO.: FL -20468.1 SHEEP 3 OF 11 E B C d OG D G 0.15'C -SINK Tq ,1 1 i 1 VERTICAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) INTERIOR INT dD a A G d D a D EXTERIOR EXl ° 23 24 1-1/4"MIN. L 29 40 41 42 EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 1.15" MIN 3 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) rn . dy Z Z rc;• O � 0, 6 rn It/ r 'k • >>��' > r lliii z o m 0 a tin' U N •• Z C v v o XZQ aE0 O m 0 U Vt J CW N M O O a. a.It m n a m U C tat O -'Ta: AIN. DATE: 08102116 YP.) SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 4 OF 11 Y Um O�C"i � O (n WQ5 J W Z ly, t= -m Q Ncn o =o 0 o it U a q a AIN. DATE: 08102116 YP.) SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 4 OF 11 ri Ln 3 co 0 N J/ z LU h O N 00 O N J LL .3 Q z W z W CL v 1-1/4' EMB. t I I F.1 A I X Buck to be secured to masonry by others 2 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) Z 40141142 N 1 VERTICAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) U C 3 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) .r�llill►►.. Y A.,� O D 0) S 1 VERTICAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) U C 3 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) .r�llill►►.. 'MIN. (TYP.) Y A.,� U CO � 0) S CE 0 N'7 z° �;� O rn %�� (nW� • �I �• ' W /�y: '✓1� z U Uj M z O DO 00 cii 1111 o Viz° �C/) O0 ov a Cq � X Eq z m V W D. NO O O 4 a.M LL m a: a. .. �z ^ V j la: 0 J�o 'MIN. (TYP.) DATE: 08102116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 5 OF 11 m 0 N Y U CO � Qf X CE 0 (nW� J W _J0 W � z O DO ¢ cii �C/) O0 O o W D. ¢ a DATE: 08102116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 5 OF 11 m 0 N E 1.5" E 1.51 MAX. MAX. 0 v • • v . v v C - 1 C ` 1 40 X41 X42 INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE = ± 65 PSF X Q C 1 1 LQ C cv N INTERIOR N DQ 40 41 42 a N a 1-1/4"MIN. `" EMB. (TYP.) 1-1/4"MIN. EMB. (TYP.) E ° EXTERIOR E EME 2 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 40 X41 X42 4 VERT/CAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb LL •,,'��jj'''�a� `� ,' G`�• t- 0 1 0; >Orn dH'Z O W rOOZ U tV •• `�s v 0 x z Q o EO Z coo C3 a C0 O c W j M 5 q O n. a.y 6 LLZ w c 41 .% o d ?C d tmts. (I Yr.) 5 HORIZONTAL CROSS SECTION b HORIZONTAL CROSS SECTION (� Shown Direct to Masonry 6 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb Outswing only w/ 6-9/16' jamb 0 T DATE: 08102116 SCALE. N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 6 of 11 m 0 N Cr JZ � Q >o Er) U WJ ZW N 7 0. r,7 0 Cr 0 =o t- U 0- a 0 T DATE: 08102116 SCALE. N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 6 of 11 m 0 N 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 SMS at each end. W SEE /\ 11rf-M1,-%M \\ I-\PTI-n1!'1n ©1"W' f �///'�C 32 X 38 X 39 SEE NOTE 1 1 VERTICAL CROSS SECTION ] Inswing Sill 3 VERTICAL CROSS SECTION ] Outswing Sill 40X41X42 SEE NOTE 1 2 VERTICAL CROSS SECTION ] Inswing Sill INTERIOR 10 15 E I ° D D 4 VERTICAL CROSS SECTION ] Public Access Sill ..�111111f�.. L7 J V i � M ? Zrc`•'O~ern a U: - W �i ,• ' • �� Z v m •� III O 0 - 10%% Qj>L j PV00tit% � a ZO M °D o Z p0", m U N v U x Z 4 CL -00 aNOmU d tnM j O .0d `f' T m a: a. U.'0 D °CZ o 3,a: p 1 VERTICAL CROSS SECTION ] Inswing Sill 3 VERTICAL CROSS SECTION ] Outswing Sill 40X41X42 SEE NOTE 1 2 VERTICAL CROSS SECTION ] Inswing Sill INTERIOR 10 15 E I ° D D 4 VERTICAL CROSS SECTION ] Public Access Sill ..�111111f�.. DATE: 08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 7 OF 111 3 0 N L7 J V i � M ? Zrc`•'O~ern a U: - W �i ,• ' • �� Z v m •� III O 0 - 10%% Qj>L j PV00tit% � a ZO M °D o Z p0", m U N v U x Z 4 CL -00 aNOmU d tnM j O .0d `f' T m a: a. U.'0 ,D7O °CZ o 3,a: DATE: 08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 7 OF 111 3 0 N L7 J J g Q� U E U) U: - W O O 0 � o a � a DATE: 08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 7 OF 111 3 0 N 4" (TYP.) tl a ,a a a. 2X BUCK G HEAD & JAMBS (TYP.) 60 PSF MAX MASONRY (TYP.) 2X BUCK ANCHORING 4' (TYP.) HEAD & JAMBS (TYP.) 67 PSF MAX 2X BUCK ANCHORING M O BUCK #8 x 2-1 /2" PFH WS JAMB TO HEAD DETAIL (TYP.) -4 FRAME ANCHORING 0 z � o C) zz io`o �g m z� W ~m ¢ Ad a G-- 0 = o m d a U LLL DATE: 08102116 z SCALE: N.T.S. DWG. BY: JK ¢ CHK. BY: LFS 3 DRAWING NO.: G rn =U'� FL -20468.1 M c SHEET 8 OF 11 .y ♦` o z o ao 0 a U N •• Z `� v XZq o Ern z m° v o O .t � O Ld V3 t7 O a * m 0.aLLLLL° o 0 0 U C ltJ (�Y 0 3'D. 0 z � o C) zz io`o �g m z� W ~m ¢ Ad a G-- 0 = o m d a U LLL DATE: 08102116 z SCALE: N.T.S. DWG. BY: JK ¢ CHK. BY: LFS 3 DRAWING NO.: G FL -20468.1 c SHEET 8 OF 11 1 .ti1111l►flr. 0) CL CL p 0.'� z°ca co arc',: ®z �r 2X BUCK (, 28 N p p '�///1l� ` • 1 p� t����` SEE HINGE , o 0 c z0 1 X BUCK G DETAIL (TYP.) �; U 04C14 0 .. DIRECT TO M 'Q 26 tj a o – 0° m w MASONRY a M It -3 r m %r m0-D_w •EO o C�� 2X BUCK 25 �. � � � £ o z ❑-- p SEE TONGUE c Iii 1X BUCK G 27 +I 0- p STRIKE DETAIL +� 2X BUCK L o° -To: DIRECT TO M m `" o E i3e C14 MASONRY N p rug., �, 1X BUCK G M N p N = p LATCH & DEADBOLT DETAIL CO ``' DIRECT TO M Q v, • l �� MASONRY 31 ::10 Kwikset L • QLO � w SEE LATCH TONGUE STRIKE DETAIL �g i, w 2X BUCK & DEADBOLT Multipoint Loc w(3 m L DETAIL SEE LATCH 14 �W U) Cr 1 X BUCK G & DEADBOLT 8 DETAIL � _ C14 D a MASONRY DIRECT TO M SUB STRIKE w Q PLATE °- °- • • m 28 2X BUCK L 8 1 X BUCK G TO 22 STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO M o 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 N co Zo O z J 1 X BUCK G ❑ w w L 27 z -r-� DIRECT TO M a CO MASONRY L 2X BUCK LATCH & DEADBOLT DETAIL 29 Multipoint ocF— V) u LATCH & DEADBOLT DETAIL 88 G 1 X BUCK w a Schlage M DIRECT TO MASONRY MULTIPOINT LOCK STRIKE DETAILS LATCH & DEADBOLT STRIKE DETAILS Q DIRECT TO ^�Q (Standard Deadbolt Strike Plate) M MASONRY 24 23 Z z U DATE: 08/02/16 z scALE: N.T.S. DEADBOLT STRIKE DETAILS HINGE DETAIL DWG. BY: JK (Security Deadbolt Strike Plate) CHK. BY: LFS 3 DRAWING NO.: In FL -20468.1 0 SHEET 9 OF 11 N LO �c? 32 IM --SWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2" 33 INSWING THRESHOLD Inswing Basic Fixed Sill 5.75" LO M 34 INSWING THRESHOLD Inswing Moderate Climate Sill 1-3i8" 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" 1.0 LO 36 INSWING THRESHOLD Inswing Basic Fixed 534'Sill 7.5' LO i 37 INSWING THRESHOLD Inswing Basic Fixed 7-t/2" Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill GN CO O O 6A° � 5 PUBLIC ACCESS THRESHOLD 6 8 SWEEP "NX .:. Oo5 N 4.56' ^ : g o Ci �., o .: z i .P1 I— 2.36' ^ N WOOD JAMB U1-6- OUTSWING THRESHOLD Composite Sill � OUTSWING THRESHOLD Composite / Aluminum Sill r- 5.75' 8 OUTSWING THRESHOLD Composite / Aluminum Sill (Thermal Break) 'O'FMI 2.06" 0; bo 9 SWEEP SWEEP o lov 0I X. U) o Tc;: 07 a a = to (q OD O M 0 Z i U N a O x Z Q i t0 0 m U 1 U t J Cw o D- . m Q n. m LL 0Z 0 > C CUj 1f�Y i J'd v� Cr o �o QN w z M a - ~m w U 0� O O O � ate. a DATE: 08/02/16 SCALE: N.T.S. DING. BY: JK CHK. BY: LFS DRAWING NO.: FL -20468.1 SHEET 10 Of 11 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 (STANDARD) 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 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) - 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) - 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) - 18 OUTSWING THRESHOLD ALUM/COMP 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 ..%11111lli.. ,,•®v CD t17; �7 z 1% O „'� -UJ I- ....... La ... - ��` ¢ ° of rs 1 1~ zM�co Z a .+ 0 N v v cD X z c Ern ? m0 v a -, O 0 W a` U) 5 atm ma.aLL yI'L 0 a c z o C la: a J''a 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 N(IN MIN. CLEARANCE MIIN. CLEARANCE TYPESIZE EMBEL311ilEflIT ::: TO MASONRY TO ADJACENT . EDGE ANCKOR ITW ® 1/ 4" /4" 1-1 / 211 L 4" TAPCON ELCO 1/4" 1-1/4" 1" 4" ULTRACON® T -ITW „® 3/16" 1-1 j4" AS SHOWN WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1" end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. DATE: 08102116 SCALE N.T.S. DWG. sr: X CHK. BY. LFS DRAWING NO.: FL -20468.1 11 OF 11 a z N z a J N z 0 0 z 0 J m 3 0 N 00