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HomeMy WebLinkAboutAPPROVED Installation Instructions FD(1)5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS SINGLE DOOR 115.0" MAX. OVERALL FRAME WIDTH — w/ or w/out SIDELITES 37.25" MAX. 37.5" MAX. FRAME WIDTH OVERALL INSWING/ OUTS WING FRAME WIDTH � 1.50" "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition Z J < Z E N (2020) Florida Building Code (FBC) structural requirements excluding the < ? ::1 0 O X O "High Velocity Hurricane Zone" (HVHZ). _ > o 00 Q = 2. Product anchors shall be as listed and spaced as shown on details. Anchor _LU C14 embedment to base material shall be beyond wall dressing or stucco. co CD co 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an 11 OXO 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. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details and glazing detail 4 Elevations 5 Horizontal cross sections 6 Vertical cross sections 7 Vertical cross sections 8 Buck anchoring 9 Frame anchoring 10 Bill of materials and components LE us", In a*] CONFIGURATION MAX. FRAME DIMENSION MAX. SIDELITE D.L.O. DIMENSION DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X 37.5" X 82.0" N/A +50.0 -50.0 +50.0 -50.0 OX/XO 76.25" X 82.0" 20.5" X 62.75" +50.0 -50.0 +50.0 -50.0 OXO > > 5.0" X 82.0" 20.5" X 62.75" +50.0 -50.0 +50.0 -50.0 ow o �s �s 0R QQ 00 DATE: 02121112 SCALE: N. T. S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL-17184.9 SHEET 1 OF 10 z N H z J 7 U) z O U L9 z_ J m 3 N 0 N d INTERIOR HINGE STILE Cellular PVC STILE REINFORCEMENT (LVL) ME no o■ u■ C� w Q 0 N h o■ kARDWARE CHART MANUFACTURER MODEL LOCK: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (M) LOCK: YH COLLECTION YALE DEADBOLT'. YH COLLECTION (80 SERIES) KNOB: "F" SERIES (F10) SCHLAGE DEADBOLT: "B" SERIES (B60/62) 35.75" DOOR WIDTH 40 DOOR PANEL 1 HORIZONTAL CROSS SECTION 2 WARE TABLE 2.59' 1.01y° LOCK BLOCK (WOOD) STILE REINFORCEMENT (LVL) STRUCTURAL SILICINE (DOW 995) NON STRUCTURAL SEALANT — 24.22" MAX. FRAME WIDTH 20.5" MAX. D.L.O. WIDTH H _ 0 0U.1 = LU O U U- 0 `= X O < X cM �O L M ,o 10 4.25' �) (TYP.) ODL LITE FRAME LATCH STILE Cellular PVC 5/8" GLASS BITE 1 �7/ — #7-19 X 1-3/4" PPH SELF DRILLING SMS 3A NON STRUCTURAL SEALANT G1 GLAZING DETAIL r X Q ci 1.86" CV 0.063" r *tAODL LITE FRAME (Alum.) 4. —pop to M ,k=? r 6 00 tyZ'• Q` z rn •' 'Gjy a Lo to Z TOP RAIL f -'-1.58 —�{ ��i� • `* ��`� z o (COMP.) I— till I 1 it O N ., 41 m �� Z0Z4) 0 tp 25 J m C w Q It p o a � IL � maam 0 CD CD fV O o c O FOAM CORE co � o w (POLYURETHANE - 00 ->? o: 1.9 PCF MIN.) EXT. 1" OVERALL GLASS THK. 1 /8" ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS INT. ALUMINUM SPACER FIBERGLASS SKIN (0.075" THICK) BOTTOM R, (COM JJ z� o0 _0 crV) r Wz QN C co ��5 UJ in CLD:I Q Jo z 0 [0 G1 a Al C001 2 VERTICAL CROSS SECTION 2 DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.9 SHEET 2 OF 10 HINGE STILE j v INTERIOR -"" Cellular PVC STILE REINFORCEMENT (LVL) 1 HORIZONTAL CROSS SECTION 35.75" DOOR WIDTH u■ 60 SIDELRE PANEL 24.22" MAX. FRAME WIDTH 20.5" MAX. D.L.O. WIDTH M 0 = M Q O oe J U- Q O Q co X U-) N C7 �O `O LOCK BLOCK (WOOD) STILE REINFORCEMENT (LVL) STRUCTURAL SILICINE (DOW 995) NON STRUCTURAL SEALANT #7-19 X 1-3/4" PPH _ SELF DRILLING SMS NON STRUCTURAL SEALANT 0.063" 4.2P5' U—AA)ODL UTE FRAME (1 Y ) (Alum.) ODL LITE FRAME LATCH STILE Cellular PVC to cli 0) Lo p.to IL z 1�'; • ��` F ` q rn �• •• .• •�' J O t0 0 TOP RAIL I�i•.* •'%'• ,Y�` z o V) Z (COMP.) ���/illi �� ,; o n m - o Z 0Zw Em �co aiM°a =0 c. w 5CD n: nsm 0 0 FOAM CORE N E o z° (POLYURETHANE - o oU° a 1.9 PCF MIN.) 5/8" GLASS BITE EXT. 1" OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER 1/8" ANNEALED GLASS AIR SPACE ' 1 /8" TEMPERED GLASS Gl GLAZING DETAIL INT. ALUMINUM SPACER FIBERGLASS SKIN (0.075" THICK) BOTTOM R, (CON INTERIOR G1 EXTERIOR 2 VERTICAL CROSS SECTION 3 J J 00 z� _o �� r M wz QN a.� n �`M L Q JCJ Z pQ U 0 0 a Q I e�e rl DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.9 SHEET 3 OF 100 i co a U) ELEVATION (X) ELEVATION (XO - OX) ELEVATION (OXO) I/.* .j��i rn M J .<=Z Afe LL Q) t7 ,-, IjC -'' > Z z 0D O In +� U N q o — z p Z a tp o J m C W OGm {ld L dam' 5 m D..dW rW ° �Z o G W 0 zo � Z 0 V O m� �W m W CL coQ C W w U O O C) O cr cr Q a a DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.9 SHEET 4 OF 10 O] 1-1/4" MIN. EMB. (TYP.) ° a p e 0 0 ° � 4 o � 0 T ° D o T ° 7 y ° j 6 1 p ° ° e 40 INTERIOR -VI Y 2^ 15" , "`v C.-SINK (TYP.) 1 HORIZONTAL CROSS SECTION 5 Outswing shown - inswing also approved NOTE: 1. Spacing for item K: 6' from ends and 6 more equally spaced along sidelite (8 total). MUMM® SEE NOTE 1( K J SEE NOTE E 77VE 4 HORIZONTAL CROSS SECTION 5 Outswing shown - inswing also approved Shown w/1 X sub -buck INTERIOR 21 20 O © • • '•SECTION v. .. .also approved >t•.i >t 2X reinforcmi,ei-it 44 EXTERIOR E �:' ••'��' 0 a gyp'. „t z Ih o %N' Z� �: z u°' rn J Ot0 O ... Z v N m — a p� 0 x z 0 Z tp O m t W a. 00- Od U)0) 5 �•=m maa� �r 0 d cy � LL E 0 Z p E ¢ 0 �a 5 HORIZONTAL CROSS SECTION 5 Outswing shown - inswing also approved 3 HORIZONTAL CROSS SECTION 5 Outswing shown - inswing also approved Shown with 2X reinforcement 1-1/4' MIN. EMB. (TYP.) Qf V) z U 0 (n m � N am � _� li Q U F C) � o o o Q mlm ww 0 0 t_U 0 0 AIR DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.9 SHEET 5 OF 10 v d 0M iii EXTERIOR N 0 0 \ INTERIOR also approved 3 VERTICAL CROSS SECTION 6 Inswing configuration EXTERIOR 5 VERTICAL CROSS SECTION 6 Shown w/ ADA threshold EXTERIOR 40 -- z za- za C16Nai W _ -W E ° °o ° Q d - °. ° a d a a e a d Q e e ° a" 6 VERTICAL CROSS SECTION 6 Shown w/ O.S. ADA bump threshold ZZ� ®A,; • y t� err u� 0) M_ �- N Z,• O: Z o 0)o0 .� 'rj �• '•.�• �� J i t0 p in �+ U N •• J2 C, m N4, O 01 ow v a N 0C a0zE m a)sE 6OO IL a m �i'ta inaL. o` z3 E oZ E A C z V) w O O U Zp Cf) 7 20 21 Ind w `� Q-m cn Q U 8 `'- EXTERIOR INTERIOR o w o � > o x x a 2 VERTICAL CROSS SECTION a 6 Outswing shown - inswing also approved Shown w/1 X sub -buck INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION Outswing configuration v m W 6 W 0 u F V) w OO OO O 2 EL°° a W o C N 0 DATE: 02121112 SCALE: N. T. S. C DWG. BY: JK a CHK. BY: LFS 3 DRAWING NO.: FL-17184.9 c SHEET 6 OF 10 Iv i SEE NOTE 1 U 20 21 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved INTERIOR EXTERIOR 11 3 VERTICAL CROSS SECTION 7 Inswing configuration NOTE 1. Spacing for item K: b" from each end and at centerline (3 total). w SEE NOTE 1 2 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved Shown w/1 X sub -buck o ,,®S, rn M ��.N.:7 zIN- OU?UO Z U 0;N •'�. •1•.•� `� '► t0 > > z U 04 oI v 0 oz� Z- N 0 C0 J CoC nW �� o E Nt!i 5OzM IL � aO =5 LL .= w � o C z n E o U CW O Jd 0:: Lo �o 0 Zp J� of to J P= 07 2 co � a- COa D O O [r d 0- INTERIOR EXTERIOR INTERIOR EXTERIOR o �_ N •- SEE NOTE 1 O O O SEE NOTE 1 z K 20 21 o ro 0 Uj 0 31 ry z� Zn 35 �� o0 0 _ o �m E �°° LUwW o00 'u N Q d ° e 0 Z DATE: 02121112 SCALE: N.T.S. 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION DWG. BY: 7 Outswing configuration T Outswing configuration CHK. BY: LFS DRAWING NO.: FL-17184.9 SHEET _L OF 10 U a N F- Z J D U3 Z 0 U 3 N 0 N 1 4" (TYP.) • 0- MASONRY TYP. HEAD OPENING & JAMBS 2X BUCK BUCK ANCHORING X CL �U • II `• II II II MASONRY I I OPENING 2X REINFORCEMENT I I SHOWN FOR REF. I I 2X BUCK ONLY I I II II II II II II r 11 II 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: MtN. MIN. CLEARANCE IN. CLEARANCE TYPE _ SIZE EMBEDMENT TO MASONRY TO ADJACENT -EDGE ANCHOR: ITW ® 1/4" 1-1/4" Z" RA" TAPCON DeWALT ® 1/4" 1-1/4" 1" 4" ULTRACON+ WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1"end distance, R 1"o.c. spacing of wood screws to prevent the splitting of wood. _ 4" (TYP.) r8(T!' BUCK ANCHORING OX/XO 4" TYP.) v TYP. HEAD & JAMBS a L MASONRY OPENING 2X BUCK — 44 d r '• y� • r • .`' Xt M z t1 d - -Im I r t �Asy. l� N M Z �.• v: Fes- Orn00 Z o�0) •�. • Q o � 1 oCD M�oot' cli v c9 x Z m 4„ CDo C14o �� Z m 0 (TYP.) 4� o a in M 5 6= m It a aU- g" (TYP.j N (TYP.) � ° c z �Q0� J 0. II II II II II II II II �~ I i I I TYP. HEAD I I I I & JAMBS zo 0 11 2X REINFORCEMENT)�i �U Q SHOWN FOR REF. I I :50` W 11 ONLY I I —� a m Q m II II o II II II II a d II II p 44 II II II II II II m m m II II BUCK ANCHORING w o 6 OXO = _ _ N to to 0000 L c D o_aa w 0 DATE: 02121112 SCALE: N, T. S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL-17184.9 SHEET 8 OF 10 6" (TYP.) CL 1 L 2X BUCK MASONRY 7J 1X BUCK �o OPENING TYP. HEAD _ FRAME & JAMBS 2X BUCK TYP. Q SILL N � F d O FRAME ANCHORING X MASONRY OPENING FRAME - 2X BUCK 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: ANCHt�R ANCHC3R MiN. MIN..CLEARANCE M1N. CLEARANCE TYPE; SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ;ANCHOR ITW ® MCI 1-1/4" 2" 4" TAPCON DeWALT 1/4" 1.1/4" 1" 4" ULTRACON+ ITW ® 3/16" 1-1/4" 3" TA PCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I" end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. F�— 6" (TYP.) FRAME ANCHORING XX a- �ih ri to i rn 4: • ••• �� to +� 10 Z Lh '.• N : z° AV-0 : F— 0 01 00 ice• �� z °0;0) Q'Lto T' (TYP.) rr������1 ����`• z M co O CD c ) v ca o z � a s N p• LQ J m C W oa IIt to 5U°cm .� M a: a. IT Cr Cr ® °z 1 _ 1 Q� 1° U C W ( 2X BUCK MASONRY-7 c°0•i J OPENING J 1 X BUCK TYP' FRAME TYP. a@ HEAD AND a: o JAMBS ¢ zo TYP. Q SILL 10 `� U �L U 2X BUCK TYP. Q SILL N N U)w M Zi F Ilm Q F D x� o � X a (j a. a I'd `L it 1 X BUCK 1 X BUCK H 2X BUCK 2X BUCK K LATCH & DEADBOLT DETAIL 11 FRAME ANCHORING OXO CLIO N r- O O O CS O 6 W W W 01 eM— iE n ttoo U') N OO O OO H EW" l 9 �W \ N 0 /� L0 � 10 to N N O CV) DATE: 02121112 SCALE: N. T. S. HINGE DETAIL DWG. BY: JK 2X Buck CHK. BY: LFS DRAWING NO.: STRIKE JAMB HINGE JAMB FL— 17184.9 SHEET 9 OF 10 BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD B 2X BUCK (SG >= 0.42) WOOD C 1 /4' MAX. SHIM SPACE - D 1 /4' X 2-3/4' DeWALT OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2-1 /4"PFH DeWALT OR ITW CONCRETE SCREW STEEL G 3/16' X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH DeWALT OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH DeWALT OR ITW CONCRETE SCREW STEEL K #9 X 2-1/2" PFH WOOD SCREW STEEL L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M #8 X 2" PFH WOOD SCREW STEEL N 1 /4" X 1-3/4" PFH DeWALT OR ITW CONCRETE SCREW STEEL 7 FORCE 5 WEATHERSTRIP (ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 (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 SIDELITE SPACER (ISSLB) PVC 30 DOOR SWEEP PVC 31 OUTSWING THRESHOLD BY DLP (QOSH) ALUM. / WOOD 32 ADA THRESHOLD BY DLP (ISHC) ALUM. 33 INSWING THRESHOLD BY DLP (ISCS) ALUM. / WOOD 34 SIDELITE THRESHOLD BY DLP (ISH/ EIS) ALUM. / WOOD 35 TRIM WOOD 36 OUTSWING ADA BUMP THRESHOLD ALUM. 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 60 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 88 2X REINFORCEMENT (CLEAR PINE: SG >= 0.49) WOOD LO 4.56" *-{ I1_ t cl, F— 2.36" —f-- 22" - 20 HEAD & SIDE Jamb 4.56" C1 c) 0 2.1FF 2" ---� CV h- 2.44' a r 2.13" HEAD &SIDE 2I Poly fiber jamb 31 OUTSWING THRESHOLD QOSH --- 5" 1 ADA SILL 32 ISHC L CD 5" _ cv O 36 OUTSWING ADA BUMP THRESHOLD OSHC •Vj��i rn % Ci• .d�U M LL c urn 2+ O M 41 Q 04 ° z 0 0: m =a cW 0M O .Lm It IllCL a U. v c0 oz C 41 J d 29 SIDELITE SPACER elf Ln ISSLB vo Q�U-) zo ww �z cr- cn J �CL sW�U o mm Q � o o F o (if cr a _ a a m INSWING THRESHOLD `m` 33 ISCS N o N(0U-) 000 w SIDELITE THRESHOLD ISH/ EIS DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-17184.9 SHEET 10 OF 10 U z En F- z F- J 7 Ul z U 3 N 0 N