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HomeMy WebLinkAboutAPPROVED Plastpro_Door_FL17184_R8_II_(e) Inst 17184.10IC plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOUBLE DOOR w/ or w/ovt SIDELITES INSWING/ OUTSWING 'IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (2020) 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 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 "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 1 Elevations 5 Horizontal cross sections 6 Vertical cross sections 7 Vertical cross sections 8 Buck anchoring 9 Frame anchoring 10 Astragal details 11 Bill of materials and components L r C z C a XX 151.5" MAX. O.A. FRAME WIDTH 37.25" MAX. 74.0" MAX. FRAME WIDTH FRAME WIDTH UJ Z Q ;3 _� J Jn J ~ X X Z — �O LU i 0= O -1 LU 0 OXXO CONFIGURATION MAX. FRAME DIMENSION MAX. SIDELITE D.L.O. DIMENSION DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE XX 74" X 82.0" N/A +50.0 -50.0 +50.0 -50.0 OXXO 151.5" X 82.0" 20.5" X 62.75" +50.0 -50.0 +50.0 -50.0 LO to Z 0B=� r p, W OEM IN- O 0) 00 > Z M N z o ao 1� o M �+ m U N •• q o v CV o Ern U Q Z ir 0] a t0 O c W O` U)M 5 d L m M o_aL �rLj- =Cr 3 mCz E O ,.� Q \ 0 C Li I� o3, a w �o v, z w 0 oQ zo zw oz C,)o D J �m Q J� o 0 cvn w a a a u Inju Tm8 o p o 0 z W Z W W ko(0tr) 3 � w o�oo a o a IL ::) U ::) =) N r_-1 •- W N N DATE: 02121112 SCALE: N.T.S. DWG. BY. JK CHK. BY: LFS DRAWING NO.: FL— 17184.10 SHEET 1 OF 11 0 z z F J W z 0 U c9 z 0 J m 3 It N 0 N Q 2.50" — G1 1.00" �- 1.00" EXTERIOR �--- .40" TOP RAIL HINGE STILE INTERIOR (COMP.) Cellular PVC STILE REINFORCEMENT LOCK BLOCK (WOOD) (LVL) STILE REINFORCEMENT (LVL) ... 0■ _ 0 W S Q O N a no HARDWARE CHART MANUFACTURER MODEL LOCK: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (780) LOCK: YH COLLECTION YALE DEADBOLT: YH COLLECTION (80 SERIES) KNOB: -F SERIES (1`10) SCHLAGE DEADBOLT: "B" SERIES (860/62) 35.75" DOOR WIDTH 4D DOOR PANEL 1 HORIZONTAL CROSS SECTION 2 ►Jl:��131l� LATCH STILE Cellular PVC STRUCTURAL SILICINE (DOW 995) NON STRUCTURAL SEALANT 24.22" MAX. FRAME WIDTH 20.5" MAX. D.L.O. WIDTH H 0 _ LU C7 = wLU Q O U J LL Q' Q X O < X Lo 10 M -O W 4.25" (TYP.) ODL LITE FRAME #7-19 X 1-3/4" PPH _ SELF DRILLING SMS NON STRUCTURAL SEALANT 5/8" GLASS BITE G1 GLAY►NG DETAtL FOAM CORE (POLYURETHANE - 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 r° I-•— 0.063' FIBERGLASS SKIN `4 (0.075" THICK) BOTTOM R, (CON Ut-AA-)ODL LITE FRAME (Alum.) u 17rnl.,\n 2 VERTICAL CROSS SECTION 0 N CD N O VA i' <-Z K Q•Z— G-rnra o 4,. Q .. vi •- 100 CZJ to `C `��•, N 5 IR z° z o o� U N m v 0 zcm a ro m c W a tnM Apra m dad y a cz 3 C W Ct 3�a _J O Q �Q o �� J . a. � M z cn(D � a or o 0 F- w a IL a UI.;�IUIU DATE: 02121112 SCALE: N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL- 17184.10 SHEET 2 OF 11 n� no "M n■ n■ HINGE STILE _ Cellular PVC STILE REINFORCEMENT (LVL) t-- S w S Q O LO cli C. 35.75" DOOR WIDTH gllIDEUTE PANEL a 2.50" 1.00 INTERIOR — LOCK BLOCK (WOOD) STILE REINFORCEMENT (LVL) — 1 HORIZONTAL CROSS SECTION LATCH STILE Cellular PVC STRUCTURAL SILICINE (DOW 995) NON STRUCTURAL SEALANT 24.27' MAX. FRAME WIDTH 20.5" MAX. D.L.O. WIDTH C� z w (} S w Q O U J tL Q' Q X O M •O •O TOP RAIL (COMP.) FOAM CORE (POLYURETHANE - 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 INTERIOR AIR SPACE 1 /8" TEMPERED GLASS #7-19 X 1-3/4' PPH ALUMINUM SPACER SELF DRILLING SMS 3A INT. NON STRUCTURAL SEALANT 9-9LAZING DETAIL 0.063" 4.25" 3A ODL LRE FRAME (TYP.) (Alum.) ODL WE FRAME FIBERGLASS SKIN (0.075' THICK) BOTTOM R, (CON •• 'ai S to Xt T` tL M O.'_tn �I �• '• ✓�� J 0 fM0 O . O00 M Y U N o Z 0 Z m - d .0 0 0 C W -jo0a a rn� moaCD N U- E £ OZ � Ew CD a Ja b CV 2 VERTICAL CROSS SECTION o ¢¢ Zp Gip m QN F- �nN �w � IL o 0 o ¢ 0 � cc a a a mil= aICL N ILO DATE: 02121112 SCALE: N.T.S. DWG. BY: X CHK. BY: LFS DRAWING NO.: FL- 17184.10 SHEET 3 OF 11 ELEVATION (XX) n 11�=1) 7 jJ_7,/�7 6 6 6�6 ELEVATION (OXXO) to 0) � to : Ci M ..$� -i *�Q=Z �r .Z: U-0_>M Z i i�► ' '- >•'• �: C - Z ZQ 0) g L ` �� o *p••�,,`` OMODv llitt U N •: m 0 al a U x Z � aL0 �mcw 6 0 a CD N �Z C) � = VO C W o -:i*, o: ca cy a o_ (3O Z 0 O � Z m O_ `3 W W V) W LL. m Q U O 4 0 o � 5 � a Q LL) -gym o-j U Lu C-) mmm� o~�v N a: •- '- �N.. O �N... O 'C' [n Z Z W Z W W to O o�oo O o�oo aoaa U > > DATE: 02121112 SCALE: N.T.S. DWG. air: JK CHK. BY: LFS DRAWING NO.: FL— 17184.10 SHEEP 4 OF 11 U z EA F z Q F J m z 0 U 0 z 0 _J 7 m 3 MCI u� n� n� n� NOTE: 1. Spacing for item K: 6" from ends and 6 more equally spaced along sidelite (8 total). _ 1-1 /4" MIN. f !�� EMB. (TYP.) EXTERIOR 15" C.-SINK (TYP.) m 2� 2a 0.1 S' C'SINK (TYP.) g E 9 11 K a EXTERIOR I p d 0 p a< q, pa a p SEE NOTE 1CK p p INTERIOR p.; L © p C 5 HORIZONTAL CROSS SECTION 5 EXTERIOR SEE NOTE 1 INTERIOR 1-1 /4" MIN. 2a 21 U `J I - - .... EMB. (TYP.) EMBB.. ( (TT YP.) 4 HORIZONTAL CROSS SECTION 5 Shown w/1 X sub -buck 2 HORIZONTAL CROSS SECTION 5 EXTE INTE' 3 HORIZONTAL CROSS SECTION 5 zo �o U R�� m N� V) w �m OOf N Q U cz U U o 0 � n_ Q a U � U U m p] m m F¢- O n H N d N 04 UN oZWo �25ia_ziE O c0 Un O� �OOO W H hW- a.oana :) U O O �I !>MC DATE: 02121112 Q C SCALE: N. T. S. - DWG. BY: JK CHK. BY: LFS 3 DRAWING NO.: h FL- 17184.10 SHEET 5 OF 11 J— 9 M� M� p a q D D B C L 40 z p_ 20 21 0 8 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved I INTERIOR LX Kro, `-� 33 E 6 z F Aj Y d d d d �n ° d d d •. d• .. i VERTICAL CROSS SECTION / Inswing configuration z �W _z d Cd .� W IBrra•7� 5 VERTICAL CROSS SECTION 6 Shown w/ ADA threshold INTERIOR 6 VERTICAL CROSS SECTION 6 Shown w/ O.S. ADA bump threshold zCL: = w Z a: Ci �w rn to W p 0) n �.t • +12- Q i +' �``� > ��j JZ U N •• T o� v 0 p Z 0 Ern Omm Na L L = W d U) OEL M _° It ma:D.L d °4LL C� a � v . V = W% o A C z� \m zo W �- � Z O tW 40 00-( o � 0 �Q) 2021 i En EXTERIOR INTERIOR = o w 0 � 0' Q 2 VERTICAL CROSS SECTION a a 6 Outswing shown - inswing also approved o > > m Shown w/1 X sub -buck u 31 40 F d .d ••d• d d m d, � d • d d A• d d d w 4 VERTICAL CROSS SECTION 6 Outswing configuration DATE: 02121112 SCALE: N.T.S. DWG. BY. JK CHK. BY: LFS DRAWING NO.: FL— 17184.10 SHEET 6 OF 11 WL .,:• —7 L - � D Co z � P5 >- QU 1 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved INTERIOR 29 Fi (34 1� d Q d d d V d •� A 3 VERTICAL CROSS SECTION 7 Inswing configuration NOTE 1. Spacing for item K: 6' from each end and at centerline (3 total). Uj SE 2 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved Shown w/1X sub -buck rn 6 : V � * <=Z � h "d — ILrn� it or) 4j C.)J N of ( 0 O Z ZX p_ N C0 O't 0CWz U.� � �� zC)0-- m a a. � m Co U w = CT c ° E o Z Q v C 4i o ->j,a �o 0 Zp ¢8 cn 0M0 W Of to 15m � Q Of V o 0 0 W 0- a a INTERIOR EXTERIOR 0 L"Qm11 n Q 0 INTERIOR EXTERIOR o . a SEE NOTE 1 o .� o .� 0 SEE NOTE 1 z - z K 50 50 K 20 21 w z w W o otot 31 zz� oa3�o 035 E � D-W � 4i a0�a W F W t"N 0 00 N d a. a a• d d d. p. ° p ° °• G •' a0 4 h p d • d A d L ., .. % A e DATE: 02121112 SCALE: N.T.S. 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION DWG. BY: JK 7 Outswing configuration 7 Outswing configuration CHK. BY: LFS DRAWING NO.: FL— 17184.10 SHEET 7 of 11 4" (TYP.) 8" (TYP.) * II II 2X BUCK i II II � SHOWN FOR —� 1I( REF. ONLY ( I it II II MASONRY OPENING I I II II II e•-• II ' II BUCK ANCHORING XX 4„ (TYP.) 1 �1J TYP. HEAD & JAMBS 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 N(tN. MlW CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY. : TO ADJACENT ANCHOR EDGE: ITW " Y " 2" 4" TAPCON DeWALT 1.1�4" 1" 4" ULTRACON® WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1"end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. 2X BUCK MASONRY OPENING 5" (TYP.) 9" (TYP.) II II II II II II I 11 I I 2X REINFORCEMENT I I SHOWN FOR REF. I I ONLY II II II II II II II II it 4" (TYP.) 8 „ (TYP.) --- BUCK ANCHORING OXXO �. .. rn lop T�-- o—"� LL rn_; R " p) z ',��1 i �``` Z C m i*• 11 �. U N - 4" N01 No N �`O (9 X Z m (TYP.) oa E oa) a M a J c W �It M �0.m (1) B L , o E oZ C W p -- o a vCL TYP. HEAD `- & JAMBS zo z 0 � U) 5:. v z Lno Q am a :E O 0 X a a a ti I 0 a DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL- 17184.10 OF 0 z m z z a J m z U 0 z 0 J m 3 of N 0 N 3" (TYP.) T' (TYP.) a 4 .. (, 2X BUCK J 1 X BUCK SEE DETAIL 2 MASONRY TYP. @ OPENING HEAD AND JAMBS FRAME SEE DETAIL 1 FRAME ANCHORING XX I� a 10 2X FRAME < MASONRY 'v U OPENING �O T 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. MIN. CLEARANCE MIN. CLEARANCE TY?E SIZE EMBEDMENT TO MASONRY TO ADJACENT. EDGE ANCHOR lTW ® TAPCON 1/4" 1-1/4" 2" 4" DeWALT ® 1/4" 1-1/4" 1" 4" ULTRACON+ ITW ® 3/16" 1-1/4" 3" 1-1/2" TAPCON 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. VVAIL I Inswing 3" (TYP.) 7" (TYP.) X BUCK !X BUCK LATCH & DEAD BOLT DETAIL FRAME ANCHORING OXXO Uuiswu iy In 2X G I BUCK 87) 2X BUCK DETAIL 2 Attach astragal throw bolt strike plate to frame as shown F-A �L fn vi tn 01 r� 0 •;� Z �: ornao Gj Q ° rn fill U N o� v 0 p Z� N a C0 a)c W o a tiq 5 0zm .� in a a. IL E C ® c0 :3E o o n U'1 01 L0 CV M L0 cy Cl) HINGE DETAIL ASTRAGAL STRIKE JAMB HINGE JAMB W co RO L 0 DATE: 02121112 Sc4L N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 17184.10 SHEET Q OF 11 �'- g'c>: < Z M ornco 0.5 2 #SX1-58"PFH 1"-► 13" ��°� '���?� oto WOOD SCREWS 35.2" ��i �` M UPPER BOLT SLEEVE n. 50 4 t t t *� 1 t� �O � (REINF. POLYMER) D( o `� „ ° X 0 m ANCHOR SCREW LOCATIONS © o Ern z CO m a UIt -j Od • ® • or s c o Z � E o � TQ o C til (�Y" 5.5" o � o: HARDWARE LOCATIONS • C J U � EQ- Z W 00 Lo Q, °I= `3 m L� � (TRIM COVER REMOVED) (2) #8 X 1-5/8" PFH L WOOD SCREWS to CL m Q Q C3 1.63" o 0 o a- Q�Y 7)m � J 7 1.75" _ BOLT RETAINER GF NYLON m m m m cc'! C14 � 9.51 O �j O O �N.. z � �N., (o Z oZo o O � N 0.063" 0 3 0 0 SLIDE BOLT ROD u w uj w STEEL o cr a o a O tl CL O U O ::) LOWER BOLT SLEEVE 0 co N - (REINF. POLYMER) w BOLT RETAINERS o N N a �o ALUMINUM ASTRAGAL 0p\° 56 BY ENDURA PRODUCTS SLIDE BOLT ROD ALUMINUM DATE: 02121 /12 ASTRAGAL SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS ULTIMATE HURRICANE ASTRAGAL ALUMINUM ASTRAGAL ASSEMBLY DRAWING NO.: FL- 17184,10 SHEET 10 OF 11 U z Ul z Ql z 0 r7 z 0 m 3 N 0 N 'Ju BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL A 1 X 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" 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 - 56 EXTRUDED ALUMINUM "ULTIMATE HURRICANE ASTRAGAL" (ENDURA) ALUM. 60 SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 87 ASTRAGAL STRIKE PLATE I 1 STEEL 88 2X REINFORCEMENT (CLEAR PINE: SG >= 0.49) 1 WOOD to 4.56' N f — 2.36' i r 2.2" WEAD & SIDE JAMB ood Eo ter.CD 4.56" Lo I— 2.44' 2.13" g21 HEAD & SIDE JAMB Poly fiber 31 OUMWING THRESHOLD QOSH 32 ADA SILL ISHC O � 5„ cl! O I 36 OUTSWING ADA BUMP THRESHOLD OSHC 0 2.12" _I 24 StDEttTE SPACER 33 INSWING THRESHOLD ISCS PAN SIDELITE THRESHOLD ISH/ EIS - 0 N O N CO O 6 / i de — o;.3=ci r 0 `z o y,�0` a 0 Z 2+ U m �o o z 0 ag cno nas am Li i- D 0 0 n. m rn u� M M J LL O) M U go rn j(R O jejz t')cq tm N zmZ� o c w'' 5 Q L m maawl J m w IN 0 ry �z �o a U-0 o0 U -.J °d_J m W I W tV e- w O N N n O d N.-z DATE: 02/21/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 17184.10 SHEET 11 OF 11