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HomeMy WebLinkAboutFL20468 Front Door NOA Wack00 11HERMAITRU U) DOORS ;W.:� Z�:.• o� 'i �•'• •• ��` Q •` rn'0 Fiber-classicSmooll I —Star, (fit .. .., r\ Z o 00 0 1. • 00-M i Ii GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING "iM PAcr' 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 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 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 Elevations 4 Horizontal & Vertical Cross Sections (2X Buck) 5 Horizontal & Vertical Cross Sections (1X Buck) 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 7 Vertical Cross Sections (Thresholds) 8 Buck & Frame Anchoring 9 Hardware Details 10 1 Glazing Details 11 Components 12 Bill of Materials FRAME WIDTH c� O Z z ,� dN �z O� W = N W �w _ e Ll- i DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE X latch & Deadbolt +47.0 -53.0 +50.0 -50.0 X Multipoint 1 +50.0 -50.0 +50.0 -50.0 See Sheet 3 for Hardware Specifications m O r) Z U N v U x Z Q c E 0, Z �0 Ci o U ' 8 W a.U) M OCc O o- m a o- u- `a CZ U C lil a° -J a In zLU �o �O p .¢QJ �o Z W oZ J m Q U Ad h- m J E3 o can CL rL CL U Opp w DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 1 OF 12 0 0.5" -►-I 1 - ► I-1.198" COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 0.406" -► I f - ---1.198" k MPOSIfE HINGE STILE CAP (ENGINEERED WOOD) 36.0" MAX. DOOR PANEL WIDTH 40 DOOR PANEL BOOK EXTERIOR 1 HORIZONTAL CROSS SECTION Z 0 w J w z Q O O 0 N h �I���IalLK►1L�1► 1.875' 1.198" (12.5" LONG LVL) COMPOSITE CAP STILE (ENGINEERED WOOD) INTERIOR LOCK BLOCK (12.5- LONG WOOD) Z HORIZONTAL CROSS SECTION 2 35.813" MAX. DOOR PANEL WIDTH 41 DOOR PANEL Hybrid Door --- 0.406" -'--�COMPOSITE CAP \ STILE (ENGINEERED WOOD) 35.813" MAX. DOOR PANEL WIDTH 42 DOOR PANEL U 1 Door TOP RAIL (COMPOSITE/ENGINEERED // WOOD) \ FOAM CORE (POLYURETHANE 1.9 PCF MIN.) rvrrnir%n INTERIOR �•• 'V,� .. ; rn 4 to O� I/'''' • G, .,� F- 0 a, .. '• Off` o. cq 0 O to Z U N C14v O x Z 'z aor`t 9m0 N0M .oa a m0n.amU �. c 0 ID E z a JW r' o o� zo J W W .c a tO W O c \� FIBERGLASS SKIN N 00 w n (0.073" THK.) o r � o BOTTOM RAIL I--1.71" (COMP.) f---1.71" --1 N `� z 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DATE. 08/02/16 2 — 2 --- SCALE: N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 2 OF 12 G1 3 m 0 N Q 4 /, 5 /\ 6 /\ 6 4 /\ 5 /\ 6 /\ 6 4 /\ 5 /\ 6 /\ 6 SEE HARDWARE CHART 7A7/ \7/\7 HARDWARE TABLE MANUFACTURER MCJDEL KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT : MPDGART (THERMA-TRU) (3 pt. Manual Tongue) ICI 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. %%- -L. VR.:111. �V ... �j Z ro to LL �/ �• ' �v of M 0 � 00 Z° a 0 cV v x Z Cj °o s0 2 m m W Vd J C a fnM 5gtm a m aaW O 0 C Z C lil v m DATE: 08/02/16 SCALE: N.T.S. DING.6Y: JK CHK. 6Y. LFS DRAWING NO.: FL-20468.7 SHEET 3 OF 12 ..111111111.. �r 3 a, ko T N CC u C) N 00 0 N J .3 1-1/4" MIN. EMB. (TYP.) 0.1 S' C-SINK yl (TYP) rvrrn i r% 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 EX1 3 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 15" RAIN CD .. •�G0 6L . LO N;;1 z or`c,: O� U- } '�I • •'`• C.�F- �� Z U Oj M .. Q i >° W 00 rn ~ a O M z �1' U N C14 v _v O x Z o E o, Z m° v a ZO o C W d N 5 0 2 a- .. LL * IM " CZ E o v CW o 3j'a If Y �v 0 CO 3 W � w N� m Do <00 e =o 2 0 9 0 a DATE:08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 sHEu 4 OF 12 W 1-114, EMB. E o 0 e o e C . 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) I 40X41 X42 7) I 1 VERTICAL CROSS SECTION S 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) `� .00 00i Z �(•:• ®-- J h ♦ . ♦ LL W ♦��''I'It * 11� �1```` > r rn v> per`, U re) Z O (9 X z Q o �, — M 6 �It m a:am cZ �w 0 3`a MIN. (TYP.) Y Um C: �o U) W J ;2z �W w CaO En28 C ZC O W Q � U CL n T DATE 08/02/16 SCALE: N. T. S. DWG. BY- JK I CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 5 OF 12 ..t1111111t.. E 1.5° E 1.5' MAX. MAX. v o. C C i 1 MEN INTERIOR 1 VERTICAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 2 HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 4-9/16'jamb Q LIVID. I I IF.] 3 HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 4-9/16' jamb En Q 40 AI X42 INTERIOR 4 VERTICAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb LIVID. II Ir.1 5 HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb i '• rn . /`ter. �' rn O 01 .•` Q ` AM till z- O M OD 0 z nj a U N •• (!� ` v 0 XZQ U •- o f ap Z m uy - dt O Moa n: tL Y CZ V CW 0 J>'( Q) 1-1/4' MIN. EMB. (TYP.) b HORIZONTAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb -Jo v� Q �Cl >o U m Q�J =LLI F—ED Y) o� F- �Z O =O t- U :9 DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 6 OF 12 e 0 ..�111t11/i,. Notes: 1. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /7' 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. W SEE Al SEE NOTE 1 32X38X39 '00, '••'� .LO a U N Z v v U x Z Q E °, Z ° U a t0 a 0 � NM 5 0n. M 0. a LL c c ° z °w � SEE NOTE 1 � � -'Ta 7""17 C) � 1101 •�• .�. n n 1 VERTICAL CROSS SECTION 7 Inswing Sill 2 VERTICAL CROSS SECTION 7 Inswing Sill 3 VERTICAL CROSS SECTION Outswing Sill EXTERIOR 40 41 42 SEE NOTE 1 o n D D n 4 VERTICAL CROSS SECTION 7 Public Access Sill ; C) F' CJ Qf N M Q� CO ¢ > 0 o o � DATE: 08/02/16 SCALE: N.T.S. DWG. BY- JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 7 OF 12 e D u L .t,llill►t�. te va to z° 4': 07 � '''''//JJ / i * • 1 l fit`````\ v=i >° M rn (3) #8 x 2-1 /2' I I I o 0 00 z PFH WS o to �, v 04 JAMB TO HEAD DETAIL � o E z m o (TYP.) a z o 0 �d � c w 4" (TYP.) n to to m n� a m • G • G .�+ ' < A G ' • A, C • G O CZ e • a < ° o CW O J�'ll - 2X BUCK D o tY HEAD & JAMBS 1 X BUCK =o (TYP.) 10 �o a K BUCM DIRECT TO ¢� �`' MASONRY �g m 2X BUCK N w FRAME HEAD & JAMBS h-m En (TYP.) w o 0 m n a d tj Q !7 ^O -vq O z oh <a •a. ¢ 0 p N (n Zo 0 w _ 'a ° a a� �! a , v LLI W 0 to FW- MASONRY _ W it o (TYP.) 2X BUCK ANCHORING FRAME ANCHORING Q J ul N Z N O o IZI U DATE: 08102116 z SCALE: N.T.S. ° DING. BY: ,JK m CHK. BY: LFS 3 DRAWING NO.: m FL-20468.7 0 SHEET 8 OF 12 ro 1, .a+►111111/i. rw ",A'III V p 431 O 6 • U) .. _ 2X BUCK 28 0 Q � Q ice,• • ' • � � Z C 1 X BUCK G SEE HINGE N O N o ''lull 1 t• i it ®`` v=i DIRECT TO DETAIL (TYP•) a v° N z MASONRY M 0 2G - o � 0 x o :0O't amcw a` �"> > cm 2X BUCK 25 m a a LL 1 X BUCK G • a Cj ❑ � o En ro E o Z SEE TONGUE 'o 4i DIRECT TO , +� n_ O IL D M © STRIKE DETAIL +� 0 3'n MASONRY a, O � _ 2X BUCK L � a 0 (TYPse -.) N LATCH & DEADBOLT DETAIL C14 co N = 1 X BUCK Nr G Kwikset • ®= DIRECT TO Nj Q 0 cn MASONRY 31 �o • Q Q i- ui SEE LATCH TONGUE STRIKE DETAIL �� m 2X BUCK (, & DEADBOLT SEE LATCH u ipoin oc =0 W DETAIL n 1X BUCK & DEADBOLT ~m G $ DETAIL CiLO DIRECT TO `04 o 0 M � MASONRY Security Sub 0 a Strike Plate 2$ N 2X BUCK L $ 1 X BUCK G0 /T m E 22 STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO j� o h 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 34 Q o Z N Z 1 X BUCK G p 27 W o DIRECT TO Q MASONRY M LATCH & DEADBOLT DETAIL w ~ LATCH & DEADBOLT DETAIL L 2X BUCK Mu ipomt Loc I'd r< Schlage $B 29 G 1 X BUCK 8 z ►N DIRECT TO " ^ Ul MASONRY �' ¢ F LATCH & DEADBOLT STRIKE DETAILS M DIRECT TO MASONRY 2440 23 M ULTIPOINT LOCK STRIKE DETAILS N " o N Z ZU DAM 08/02/16 z scAm- N.T.S. ° DEADBOLT STRIKE DETAILS oWc• EM JK m HINGE DETAIL (Security Deadbolt Strike Plate) CHK. BY: DRAWNG No.. LFS FL-20468.7 0 sHM 9 of 12 N — 0i rvrrnf�n CELLULAR 1/2°GLASS BITE GLAZING TAPE 1" THK. GLASS 1 X TEMPERED GLASS 1 /2' 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 u irrmr�n SWIGGLE GLAZING SPACER GLAZING DETAIL Aluminum Impact Lite Frame Door Panels & Sidelites 1.53" 3A ALUMINUM FRAME Aluminum Impact Lite Frame Door Panels & Sidelites 4' (TYP.) IL c� w _ O J N 10 20.88" D.L.O. WIDTH M ALUMINUM LITE FRAME 10 X 1-1 /2" PPH SMS (TYP.) INTERNAL GRID (GBG) PRIVACY INSERT WROUGHT IRON INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS ISERT ♦ 'r • �4 � �J ,,.� tp h H a 1� O z U N v v 0 Xz¢ U — o fc, Z m a Q =O cn ,) O Cc w -1 O O IL m aa°li° 0 3 z o v° . CW o° 3'a D a DATE: 08/02/16 SCALE. N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.7 SHEET 10 of 12 ..1111110S. 7.59" 7.5" LO 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2' INSWING THRESHOLD 33 Inswing Basic Fixed Sill 5.75' M 34 INSWING_ THRESHOLD Inswing Moderate Climate Sill 1-3/9' 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75' Fn INSWING THRESHOLD 36 Inswing Basic Fixed 5-3/4"Sill 3�Insvw0i�ngBasic RESHOLD Fixed 7-1/2'Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 00 0 0 1 f � 5 PUBLIC ACCESS THRESHOLD iLn O� 6 8 SWEEP 9 SWEEP 4.56" 0 WOOD JAMB 6 OUTSWING THRESHOLD Composite Sill UI-77—)OUTSWING THRESHOLD Composite / Aluminum Sill 'r- 5.75' ��OUTSWING THRESHOLD 1 Composite / Aluminum Sill (Thermal Break) 0 M v �C a ®'�I e= n M Z'.b n S. U- rn orn • �`��► Q .` t M =>M8) rn U C4 v 0 X Z 6 o Ern Z m E N't a oa a. M O maaG- U. o c 6 ,. C w O J�' d o a F- w 0 g z M d- o; ~ w OV � _m U O w H Q a M DATE: 08/02/16 SCALE- N.T.S. DWG. BY: JK CHK. BY. LFS DRAWING NO.: FL-20468.7 SHEET 11 OF 12 ..�11111+1i.. 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 (Ul) - 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 .` .4C41. . ; 01 N o r ;.7 z .. .• h n N 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. MIN. MtN. CLEARANCE, IUIIN.;CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT. ; IL "EDGE ANCHOR ITW ® TAPCON 1i 4" 1-1 /4" 2" 4" ELCO 1/4" 1-1/4" its 4" ULTRACON® ITW ® 3/16" 1-1/4" AS SHOWN 1.1/2" TAPCON 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. 'so'% r J •� z 0) o� U NZ 9 0 X Z Q a t0 0 m D U o U, J C W W � p 0 n. a m n:dm LL U C Ct o �� DATE: 08/02/16 SCALE: N.T.S. DWG. BY: X CHK. BY. LFS DRAWING NO.: FL-20468.7 SHEET 12 of 12