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HomeMy WebLinkAboutAPPROVED, FL20470.1 NOA1. Fiber -Classic, & Smooth -Stare INSWING/OUTSWING "IMPACT'' GENERAL NOTES 1. This product evaluation drawing has been developed in compliance with the 7th Edition (2020) Florida Building Code (FBC) including 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 the "HVHZ" this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' 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 "Y and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.I. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the "HVHZ". 8. Outswing configurations using Coastal Sill (item # 19) & Composite Sill (item # 16) under active doors meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# 1 Typical Elevations, Design Pressures & General Notes 7 Vertical Cross Sections (Thresholds) 2 Door Panel Details 8 Buck & Frame Anchoring 3 Elevations 9 Hardware Details 4 Horizontal & Vertical Cross Sections (2X Buck) 10 Components 5 Horizontal & Vertical Cross Sections (1X Buck) 11 Bill of Materials 6 Horizontal & Vertical Cross Sections (Direct to Masonry) C } c a vFRAME WIDTH C� O z z N Q N �z O� _- .0 w Q = NW LU � W o! x CONFIGURATION LOCK HARDWARE DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSI) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X Kwikset +75.0 -75.0 +80.0 -80.0 x Schlage +75.0 -75.0 +75.0 -75.0 x Multipoint +55.0 -60.0 +55.0 -55.0 See Sheet 3 for Hardware Specifications • f � \ �;. _ to to to ��z o z° 7T m U N 41 C9 x Z a) °n -C m o (n V) J O o d a tj d' m a. d LLi o c6 E o =w 0 _:J�,n W 0 J z W Q� r J m Q�z W� �� W W F m Q J v o �N 0 x F- W W a 0- Q. L 0 o O N is w R R � DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.1 1 OF EXTERIOR 07" 00000000 0000000 00000000 0000000 ` 00000000 = :: 0000000 00000000 0000000 " 00000000 0000000 00000000 COMPOSITE STEEL REINFORCEMENT 0000000 00000000 CAP HINGE STILE INTERIOR (0.023'THK.) 0000000 (ENGINEERED WOOD) 00000 1 HORIZONTAL CROSS SECTION 0000 00 2 00000 0 00000o0 00000000 0 00 00000000 11 11 �aiy DETAIL A -A STEEL REINFORCEMENT PANEL REINFORCEMENT 28.86% OPEN (0.023" Thick Steel) AREA MAX. * #8 X 2.5' PFH WS (TYP. Q EACH DOOR CORNER) 36.0" MAX. DOOR PANEL WIDTH 3 � 2 z T- LQW w a CL, Be Q:: o — o Q x f in GV CV DOOR PANEL BOOK 3.6" ►-I 0.s' -- \ COMPOSITE LOCK STILE CAP (ENGINEERED WOOD) COMPOSITE CAP HINGE STILE (ENGINEERED WOOD) 35.81 Y MAX. DOOR PANEL WIDTH -. 35.813" MAX. DOOR PANEL WIDTH 3 4 EXTERIOR STEEL REINFORCEMENT INTERIOR (0.023' THK.) 2 HORIZONTAL CROSS SECTION mam NF O .J v: "K ie , z r)41: Q� �i �'•,• Z icem O z o � Z OD o fn 0 N Y C9 X Z •m C14 mnt -j c W to r, O00- L � m 0- 0- E CZ v c uj )MPOSITE LOCK STILE CAP (ENGINEERED WOOD) TOP RAIL (COMPOSITE/ENGINEERED WOOD) N, STEEL REINFORCEMENT FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) EXTERIOR INTERIOR BOTTOM RAIL (COMP.) EXTERIOR 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 2 2 V) -J PIP DATE: 08/02/16 SCALE: N. T. S. DING. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 2 OF 11 I 4/\5/\6A6 r` 4A\5A,6A6 4 A\ 5 /\ 6 /\ 6 SEE HARDWARE CHART 7 & 7 J \7/\7 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) Fiber-C►assklSmooth-Star Door Panel Options Panel options shown are for illustration and are representative only (similar opaque panel configurations are allowed) ��` ..... %+fly io oLb .. ° z�Nt,: Q� 21 . •. ' Jlrlill Itt t` `0 z CD tnh 0 C-4 .1 N o O x z 0 N o E0 z m C N a t0 O 0 W . It m a a non 0 LL C W a -J a: ct 0 c, z V) cn o o w �m :2 W L>il w N d U O O n_ Of d d 0. U m m 00 W P10 0�� DATE: 08/02/16 SCALE: J.T.S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 3 OF 111 ..�111111/i.. 1-1/4" MIN. EMB. (TYP.) .0.15"C-SINK (nP) u. irrni�n 2 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 VERTICAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) INT' I;3 3 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 1 S" MIN AIN. YP.) i O At Lo to �G1y� z o as ao to z o 00 C: U N m l\\ N C� x z ` A p U5 O m o a.V e �M li m O. it m c CZ ..�` o CW a J0. �U U m N� 0 F- 0 W QV) > �Z Uq) IY 1 J i2� O wc� �w w � zv OOCWn CO L it Lf, CQ o zo Q: o � Iz a mm O N N V) z LW O � � W OO O ry hW- Q Q IL it =) Z) DATE: 08102116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 4 OF 11 ..�►Ii1ttU.. Ln a 1-1/4" EMB. jI IF.] A A 1 X Buck to be secured to masonry by others 2 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 2 40 X 41 X 42 a a u• o a a o 0 o U EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) C 3 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 'MIN. (TYP.) to 53 In) .• 1,GJ ♦ o rn 0) to ''l,�r��i►i i 1►i ```` > r Z z o 00 N U N % r N a o 0 X Z o o Em Z p x N D6 t0 Om A o 0 st J O Q It tJ) M O pL in a: CC o 0 Z U [ W f�Y 0 3'0: Y �U UCO �U Of x W� Q� r �z W(n n J W ;!S O z �zm a NNE U Q j O U d Q a mlm DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 5 OF 11 I Y 0 V E 1.61 MAX. o s . v` C. 40 X 41142 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 4-9/16' jamb LQQ INTERIOR 40 411 4422 1-1/4" MIN. EMB. (TYP.) E ( \� ° I EXTERIOR 2 HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 4-9/16' jamb fl DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE = ± 65 PSF 3 HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 4-9/16' jamb E — 1.5' - o MAX. v C 40 X 41 X 42 EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 5 HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1 `. ..........�i a. z co U 04 q P Z O Z N a =0 O m o Usf J G W (A O IL M 0. 0.. m z � E o ^ , O C Ii a: 0 JD JO Z Q Uv) Q �o >o F-- �� m Q� =w LLJ N o� E-- Q) Q N CO _� o � W a w x a. C_ d tMt$. ( IT r.) b HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb U u- ow wW +0 _ all �I�I 1 1 o ^ F w N 4F F Q U C O N, Z c DATE: 08/02/16 SCALE: N. T. S. C - DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: � FL-20470.1 SHEET 6 OF 11 Notes: I. Sill Item #'s 17, 18, 19, 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 T pph SMS at each end. 1 VERTICAL CROSS SECTION 7 Inswing Sill _► 01 3 VERTICAL CROSS SECTION Outswing Sill (Coastal Sill Shown) 2 VERTICAL CROSS SECTION 7 Inswing Sill 40X41 X42 SEE NOTE 1 INTERIOR 1a 15 (-E p A D V 4 VERTICAL CROSS SECTION 7 Public Access Sill A,to ., no �N:� Z O� n In ........... �� Q.L to > Z z o0 ao to t�0 U N q N r :2 M (.9 x Z o E� Z p x o d' 9 . O D_ N� a m aa°wL LL 0 0 o c z o CW a J� D 0 � NO (n cr g J MLi Q\ v Ui V) �Z F W D] un `t W O > U li 0: O 1 W � � 0 O Of a- a- U m DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.1 SHEET 7 OF 11 Y co 0 2X BUCK 4' (TYP.) HEAD & JAMBS (TYP.) 60 PSF MAX MASONRY pp.) 2X BUCK ANCHORING �o O N. (TYP.) HEAD & JAMBS (TYP.) 2X BUCK ANCHORING c2 O (3) #8 x 2-1/2' PFH WS JAMB TO HEAD DETAIL (TYP.) J I BUCK BUCK M DIRECT TO N MASONRY FRAME HEAD & JAMBS (TYP.) FRAME ANCHORING O a to .ems �rnro �'; • yG'J 12 •- '''`���� I l 11.1�1 ���```♦ ? "o z z o w r o U 04 � N C14+ v U x Z m C'p o Ern z m° Ir CV 0. so 0 0 on mO = n.LL a c z° \\ U j Ia! � Jed v 7 O Z a_ O O = �Cp ) Lu � V) J J m ~mQLL_ of O ZD o Of x Q Q- a Q Q C� O 0.. CIL L DATE:08102116 z C SCALE: N. T. S. - DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: FL-20470.1 a SHEET 8 OF 11 N .�1f1111►i. 2X BUCK 1 X BUCK DIRECT TO MASONRY 2X BUCK 25 1 X BUCK G DIRECT TO M MASONRY LATCH & DEADBOLT DETAIL Kwikset 2X BUCK L 1 X BUCK G DIRECT TO CM MASONRY 2X BUCK 1 X BUCK DIRECT TO MASONRY 28 LATCH & DEADBOLT DETAIL SUB STRIKE PLATE 22 Schlage LATCH & DEADBOLT STRIKE DETAILS (Standard Deadbolt Strike Plate) SEE LATCH & DEADBOLI DETAIL STRIKE JAMB Latch and Deadbolt DIRECT TO MASONRY DEADBOLT STRIKE DETAILS (Security Deadbolt Strike Plate) SEE HINGE DETAIL (TYP.) HINGE JAMB HINGE DETAIL SEE TONGUE STRIKE DETAIL 2X BUCK (TYP.) 1 X BUCK Cl) DIRECT TO MASONRY SEE LATCH & DEADBOLT (( DETAIL Ci N 2X BUCK I X BUCK DIRECT TO MASONRY A 2X BUCK 1.11 1 X BUCK STRIKE JAMB DIRECT TO Multipoint Lock MASONRY 'okOAF tt. to •C2 ornm j��ii11 �� 111 z o ao mo 0M.. 1 0 N CD N .1 ® Z OZ0 m N y 2 mo C W o o .t -� o a to 0 m T. �� E CZ U [ W 0 ->i,¢ TONGUE STRIKE DETAIL Multipoint LocF_ LATCH & DEADBOLT DETAIL Mul ipoin Lock MULTIPOINT LOCK STRIKE DETAILS �1 Ico CE m _ � w Cs � Co a = 0 � 0 0 0 a- ii u m U- DATE:OS/02116 3 SCALE: N. T. S. ` DWG. BY: JK ¢ CHK. BY: LFS 3 DRAWING NO.: ¢ FL-20470.1 c SHEET 9 OF 11 v ..�11111i1i.. 7.59" -- 7.5' V) --_'�- 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2" 4.56" LO 33 INSWING THRESHOLD Inswing Basic Fixed Sill ---- 5.75' LO co 34 INSWING_ THRESHOLD Inswing Moderate Climate Sill 1-3/9' 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.76' T- lein 36 INSWING THRESHOLD Inswing Basic Foced 5-3/4"Sill 3�Y=nswMn'g G THRESHOLD Basic Fixed 7-1 /2" Sill INSWING THRESHOLD 3$ Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 6.0" 00 a0 O CD 1 LO o $ SWEEP � 5 PUBLIC ACCESS THRESHOLD o� 9 SWEEP LQ O C 4.56' _ I � 0 2.36" WOOD JAMB 6 OUTSWING THRESHOLD Composite Sill MAX. +55 PSF (where water infiltration is required) 0 4.56" 07 OUTSWING THRESHOLD Composite / Aluminum Sill U,-8a-� OUTSWING THRESHOLD Composite /Aluminum Sill (Thermal Break) 4.56" 2.36" COASTAL OUTSWING THRESHOLD Wood / Aluminum Sill r N L M prt�•: O LL rn ro Q U � 0)=>Mz° j 00 U N q o ° z 41 0Zw E o) m 0't � a D_ ' 0 - o i c Li �i•� o Cr Q w V) O'!S IS w O Zm V) OU U a O 0 O O Of ii � m o6 w t\ to Nil LLJ DATE: 08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING No.: FL-20470.1 SHEET 10 OF J1 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 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 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD 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 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. M1N. M/N.CLEARANCE :: M/N.;CLEARANCE: TYPE SIZE EMBEDMENT T© MASONRY TO ADJACENT EDGE: ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON ELCO 1/4" 1.1/4" 1" 4" U LTRACO N 0 3/16" 1-1/4" AS SHOWN 1-1/2" TAITW WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 518"edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. o . N N T D .� 'V®c'% to �Onin Q 'v �; 7Ej>Mz m U N 41 a c3 x Z° m o EO 0 m o Vn M -� O o a a m n.dU. LL- C: .o I CW Cr V) J �Q Q �o w �V) �g m g w C' w o _m V) _ J v � X m o 0 o Of d a DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20470.1