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HomeMy WebLinkAbout6-Panel Plast Pro Entryplastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING 'IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements 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 Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. 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. Outswing configurations meet water infiltration requirements for "HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units 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. i z z Z O W = w LU w � Q U J J J J w0::� > w O > CD ° O CD C14 LO co O co 37.50" MAX. OVERALL FRAME WIDTH ................................. ........... ..................................... .. ....... TABLE F CONTENTS O SHEET # DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Bill of materials & components i z z Z O W = w LU w � Q U J J J J w0::� > w O > CD ° O CD C14 LO co O co 37.50" MAX. OVERALL FRAME WIDTH ................................. ........... ..................................... .. ....... ................................................... ................. ........ . .... ......... MAX .......... ­­­­ ............................................................................. ............................... .. ........................................................... �7ESI�N PRES�IIRE �PSF) �YVING �RAIVIE' �'•� a1MENS10N �+C7S177Vf ►�fEGAi`1VF 37.50" 5 • M Inn�: = C�: • INSWING X +47.5 -47.5 � 0 ` V/ w r� NNNNN.w 82.00" •' ` • �� Q .CD L C 37.50" U OUTSWING X +50.0 -50.0 0 80.50" UN.. 0 Cn zLU c� o cf, z (: 601 ON �•. �'•� ®; ♦ : In �I ; i In t 5 • M Inn�: = C�: • � • --_j sonZ L,_ 0) O. n� ONOO QD �w � 0 ` V/ w r� NNNNN.w I��• •' ` • �� Q .CD L C �•�. U .~J 0 (0 00 1111 111�ao 0 En 0 �7_ W UN.. 0 Q CL o _Z 0 Z U ° r� c W �m a� � C• 0 EC z0 O C W D J� a. Cn zLU c� o cf, z 0 V) z 0 0 w V) 0 ry w 0 CL N"', LLJ N Q DATE: 02121112 SCALE: N. T. S. DWG. BY: J K CHK. BY: LFS DRAWING NO.: FL -15180.11 SHEET 1 OF 7 (: 601 LLJ J zo zw oCnQD oz �w � � J � QD �w � w� CL 00 Q Q� U CL U) 0 0 �7_ W Q CL �m 0 V) z 0 0 w V) 0 ry w 0 CL N"', LLJ N Q DATE: 02121112 SCALE: N. T. S. DWG. BY: J K CHK. BY: LFS DRAWING NO.: FL -15180.11 SHEET 1 OF 7 S� owrn t. M 0.81" 1.22' d c VI: Z-= . ur. - 41: ozr e 4w'— so .16 TOP RAIL s- C2- %. z 0 . ot. oo .. C7, Y (COMP.) (q co to 0) Lo 3: U) 0- 6 j��rrrrr���� m z c; vo K) z C) C*4 if 0 1; ;- 0'4'k-�s FOAM CORE 0 x z STILE 0 (POLYURETHANE - z co E a (COMP.) �j 0. Z * 0 c W 1.9 PCF MIN.) E 0 -1 6 0 0. STILE REINFORCEMENT cf) n 5 ..ce In cL a. (WOOD) 0 w c z o C Li in 31a: mm mm cr- 35.75'MAX. -ad DOOR uwa-wini- D ❑D (40) DOOR PANEL 2 HORIZONTAL CROSS SECTION SEE HARDWARE CHART SMC SHEET/X \ EXTERIOR / HARDWARE TABLE MANUFACTURER MODEL KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (780) DOOR SKIN DETAIL WOVEN FIBERGLASS BOTTOM RAIL (COMP.) VERTICAL CROSS SECTION Lin LLJ 1-- < 0 DATE: 02/21 / 12 SCALE: N. T. S. DWG. BY: JK CHK BY: LFS DRAWING NO.: FL -15180.11 SHEET 2 OF 7 1-1 /4' MIN. EMB. (TYP.) Dd L �14 B C 4 4 4 4 MrAV V, UVA�V] .15, C -SINK (TYP.) 20 21 7 8 n 4o D IEXTERIOR M 27 (k HORIZONTAL CROSS SECTION Outswiing shown - inswing also approved W-1 HORIZONTAL CROSS SECTION Shown w/1 X sub -buck 1-1/4" MIN. EMB. (TYP.) .15" C -SINK (TYP.) HORIZONTAL CROSS SECTION Outswiing shown - inswing also approved 1-1/4!'MIN. EMB. (TYP.) pd z 0 Ld V) Lij E-- 0 1W DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.1 1 SHEET 3 OF 7 I :E VERTICAL CROSS SECTION. Outswiing shown - inswing also approved 7 X 8 31 VERTICAL CROSS SECTION. Outswing configuration VERTICAL CROSS SECTION Shown w/1 X sub -buck r4 " VERTICAL CROSS SECTION Inswing configuration See general notes, sheet 1 for "HVHZ" water infiltration requirements V) z C) to 0 a_ U Q) 11�1 M DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.1 1 SHEET 4 OF 7 M 43 4 < 4 4: A aq VERTICAL CROSS SECTION. Outswing configuration VERTICAL CROSS SECTION Shown w/1 X sub -buck r4 " VERTICAL CROSS SECTION Inswing configuration See general notes, sheet 1 for "HVHZ" water infiltration requirements V) z C) to 0 a_ U Q) 11�1 M DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.1 1 SHEET 4 OF 7 M C> ©0 r --i U11 U- -4:1 C U 'n Cr C: ca U 6 00 r-4 Ln U- V, 0 CL U 0 U - If z LU z LU (A C: T U MASONRY OPENING 2X BUC BUCK ANCHORING CONCRETE ANCHOR NOTES: a - U —0 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: EO CV LO Ld A . N CH -1 R:��: 0 ....... . A . NCH 1 0 1 R� . - - ...... ....... RA . NC E ....... ....... R. NC MIN. C . L 8A - A. -t 0DMENT .......... ......... . .............. A NC HQR�:�:::�:��:::: ITW ® 1/4" 1-1/4" 211 TAPCON ELCO 1/4" 11-1/47 1 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood. VPnIVr #A AAft MASONRY OPENING 2X BU( FRAME ANCHORING Masonry 2X buck construction do % Wft <-=Z dy 0) 0 z oo OD > ri 0) Z 0 OD 0 0 to z 0 C14 V 0 • V 0 0 X Z Z E oZ 0 C: W 0 5 0 (L Tu - LL 0 Cz C%4 0 CW a 0 37a: X Nz 0 a:: ZD zzQ, 111: U) 5. V) M Cr - n es U)UJ Z C14 0 CL < En U) F --r Q V -0 • IL X C-) ©U D 0 W Qf Q- (< 3- M • LJI&I^E 1AAAft LATCH & DEADBOLT DETAIL LJ§kl^E #%LrA if C) N &I � Lli 1-- C14 DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.1 1 SHEET 5 OF 7 11 NCN MASONRY OPENING FRAMI IX BUC Ui STRIKE JAMB ME CONCRETE ANCHOR NOTES: 76 1. Concrete anchor locations at the comers may be adjusted to maintain the min. CL edge distance to mortar joints. CL < 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors 0 may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. a_ 3. Concrete anchor table: fu zs 0 ............. .. ........ ...... ---vt ............... ...... - .... ... C CLEARANC- . ..... .ANCH0R:::�::::ANC--H.0.R.:: ry �::IMBEDMEN.T:': U*� ... PJ ....... X U 0 ITW 1-1 4" TAPCON ELCO 1/4" 1-1/4" Ld in 4" ULTRACON to < 5, of 0 ITW a 3/16" ry Cr - LL - 1-1/2" TAPCON V, WOOD SCREW INSTALLATION NOTES: a- 1. Maintain a minimum 5/€3" edge distance, I " end distance, & 1 " o.c. spacing of V, C wood screws to prevent the splitting of wood. 01 III C* 1 4 FRAME ANCHORING Masonry I X buck construction LATCH & DEADBOLT DETAIL its. ..It to 0) 0) 4* M ►III d) 6 0 0) 00 dop 0 0 z 0 4 --ft 00 W.,a 0 4. < Z 0; :) > 4.1// //1 0 tr0 Z 00 0 i/ �! 1 i �'' ) z 0 04 .: 0 0 Xz Z 0 *E- o) 25 in 0 C C W 0 -J 6 0 a. (n :) .=m a. . m a- a. u- s 44 C 0 0 C E 0 z C Ui C 0 I ->J, 0: N, DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 15180.11 SHEET 6 OF 7 6 z U1 z z 0 z a -J rr 0 Cq X, ry 60 X U 0 Q� Ui Ld in 0 Z CL CO to < 5, of 0 LU 0 V) QQ 0 ry Cr - LL - W CL < CL N, DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 15180.11 SHEET 6 OF 7 6 z U1 z z 0 z a -J rr 0 Cq X, i Lo 4.56" N 2.36" I-- 2.2" r Z HEAD & SIDE Poly fiber jamb �1 ADJUSTABLE INSWING THRESHOLD 4.68" LO tV N 3 i QUTSWING BUMP THRESHC)!D BILL OF MATERIALS , ITEM # DESCRIPnON MATERIA! A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4,, MAX. SHIM SPACE - D 1/4" X 2-3/4' ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1/4!x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL I 1/4!'X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4!'X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1/2" PFH WOOD SCREW STEEL L #8 X 2-1 /2" PFH WOOD SCREW STEEL M #8 X 2" PFH WOOD SCREW STEEL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 #9 X 1" PFH WOOD SCREW STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - i Lo 4.56" N 2.36" I-- 2.2" r Z HEAD & SIDE Poly fiber jamb �1 ADJUSTABLE INSWING THRESHOLD 4.68" LO tV N 3 i QUTSWING BUMP THRESHC)!D 4.56" —J boM � ADJUSTABLE INSWING THRESHOLD OU►SWING THRESHOLD BY DLP F// Li rg r • �+LL 0) i `. Q ti m v N °° z 4-1 0 x a .Ec0 m c W a.cnn .zM a * m a. a IL LL o C c p� c w G1 J 0. U � Z 0 V) �� CL _D En Lt.. < o 0 o CL m z w O ti ,n w 0 ry L C) CL bf 1-- < DATE: I DATE: 02/21J12 SCALE: N • T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.11 SHEET 7 Of 7 "4-N- ,. .;. , i• Ai • " � z pr 4.56" —J boM � ADJUSTABLE INSWING THRESHOLD OU►SWING THRESHOLD BY DLP F// Li rg r • �+LL 0) i `. Q ti m v N °° z 4-1 0 x a .Ec0 m c W a.cnn .zM a * m a. a IL LL o C c p� c w G1 J 0. U � Z 0 V) �� CL _D En Lt.. < o 0 o CL m z w O ti ,n w 0 ry L C) CL bf 1-- < DATE: I DATE: 02/21J12 SCALE: N • T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.11 SHEET 7 Of 7