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HomeMy WebLinkAboutGlazed PlastPro Entry 3 x 6 8plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany S eries N Fiberglass Door 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 "Y 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'. 37.50" MAX. OVERALL FRAME WIDTH z O I -- w _ E) LU � O LLJ LU J O 0 LO 00 TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details and glazing detail 3 Horizontal cross sections 4 Vertical V rti I cross sections 5 Buck and frame anchoring 2X buck masonconstructionry 6 Frame anchoring - 1 X buck masonry construction 7 Bill of materials & components 37.50" MAX. OVERALL FRAME WIDTH z O I -- w _ E) LU � O LLJ LU J O 0 LO 00 zLij c� o �z � U 0O 4VERAt1 ;; GLASS DEStGN PRESSURE (PSF) FRAM ` a.t.�: SPE w CD � op _j m w DtMENS10N DIMENSION V Jw POSITtU� NEGAF►YE 37.50" X 80.50" 20.50" X 62.63" G1 +50.0 -50.0 zLij c� o �z � U 0O o� z o z oz o CoQ U, w CD � op _j m w > w w gw V Jw 12L CC) Q Q ~LL. Of C/ -)U LU) O Lij C) � Q � CL 0- 0- M DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.1 SHEET 1 OF 7 U Z Q J U3 Z 0 U Z 0 J m N r N 11 00 isl STILE (COMP.) STILE REINFORCEMENT (WOOD) Gl f-%-rrrlril^rl LOCK BLOCK (20" LONG WOOD) HORIZONTAL CROSS SECTION 35.75' DOOR WIDTH 40 �QQR �PAN�IL NI -1-1 SEE HARDWARE CHART ME STRUCTURAL SILICINE (DOW 995) NON STRUCTURAL SEALANT 4.25" (TYP.) ODL LITE FRAME #7-19 X 1-3/4'PPH SELF DRILLING SMS I STRUCTURAL SEALANT 1.2Z' STILE TOP RAIL (COMP.) (COMP.) STILE REINFORCEMENT (WOOD) 5/8" GLASS BITE EXT. 3A G� GLAZING DETAIL WOVEN 4 FIBERGLASS Os- --o t-, I-, — 0.063' 04 Ato C) C5 FIBERGLASS SKIN 3 -A -A) QDL LITE FRAME 0.069" THK. — 1.75' NI N -- FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) I" OVERALL GLASS THK. I /8" ANNEALED GLASS 0.099'SAFLEXO PVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE I /8" TEMPERED GLASS — ALUMINUM SPACER INT. FIBERGLASS SKIN (SEE DETAIL) T C:) EXTERIOR (Alum.) nnnD tk'IAJ DETAIL BOTTC (COMP.) TURZ116TIom 2'VERTICAL CROSS SECTION � c-') 00 Lli in Z N -f w C (!s cn lz Qn C:) 0 0 of o a - DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK, BY: LFS DRAWING NO.: FL— 15180.1 SHEET 2 OF -7 ER 3 4 EMB. (TYP.) 4 C -SINK (TYP.) " nI I - I \ / 1 1) / A / / A 20 121 )0 4 777- -ji (:' 8 (40 Am INTERIOR 01 . . V 11) i/ /11 \\\`\\\\\\\\\ Z 4 IN z 2 © EXTERIOR LU rl 4 m ALI 0 16 4 4 ° HORIZONTAL CROSS SECTION E Shown w/l X sub -buck 1-1/4!'MIN. EMB. (TYP.) "I., t,4 .1511 C -SINK (TYP.) HORIZONTAL CROSS SECTION 0) gog* lop U) 0) 00 ji Ifs _04 re d) 0. .10 e.-* 0 z og z• • *,— go 0— ftk* Z 0 0; te) 40 < �j 0 0 OD Po 0 , . Z0 00 0 0 le) z 0 04 -: 0 X Z 0 Z E Ca 0 0 C 0 C W 0,* 0 0- (n 6 .0 ca (L m a. a. LL LL 0 C Z E 0 CW V) U Ld 0 0 LO Q, V) 0 U) a: V) �0- I >-, M LO 0 m Or Gi --j Lli U) N 0 ER D 1-1 XMIN. 0 I-_ 0 EMB. (TYP.) 0 ry a: 04 z ci 0 U) LIJ > Lr) ry EL to C�4 04 < DATE: 02121112 4 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 15180.1 SHEET 3 OF----- DO IT r -A W VERTICAL CROSS SECTION. dlfff Iowa- TIM Pk �dulw (TVERTICAL CROSS SECTION "-,) Shown w/ 1 X sub -buck VERTICAL CROSS SECTION OufsWing confirgurafion NNW. *4,rn % 0 00 00 0) <—Z 0. U_ do* (J)O. zC; 0 ft—ft cn i .0 >0• 4v-F- 0 Z 0; .. < L .0 00 0) 40f// jjrrlll11(A %N Z 0 OD 0 0 pe) Z h 0 04 .: X 0 z 0 0 Z C' E C13 m N COL zo C) C Ui E 0,* =� 6 00- 0- (1) ff) m a.. a. N. U. C 0 C z0 E o t J C Ui I iE U') me ,-" W CN F� N d' DATE: 0 DATE: 02121112 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.1 SHEET 4 OF 7 6 z Ul z D (n z 0 z 6 J Cq 0 N N r� BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. -F0 > edge distance to mortar joints. 0 a 2. Concrete anchor locations noted as "MAX ON CENTER" must be adjusted to CL < maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 101 0 3. Concrete anchor table: z �:ANCH0KJ ANCHOR . .. ............ od7:: ........ - ........ .......... ..... MIN-�CLEAR...A...N.CE�� .... ........... MtN.CLEARAN CE . ........... ...... .... ....... ............. ................ EDGE�::EMBEDMENT�:�� ANCHOR� ITW* 114, 1-1/4n 2" 4" TAPCON ELCO I 1/47 1-1/4" 1 4" ULTRACON 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. Q) Lci STRIKE JAMB MASONRY OPENING 19,"12 LVAI 2X BU( M LO 04 04 0% FRAME ANCHORING Masonry 2X buck construction LATCH & DEADBOLT DETAIL HINGE JAMB /41, U) go 0so U) 0) ftftA7. t .10 -o 0 g- zo A LL o) (J) 0." z � op 6 sop Z V— go • Oft% 60) ..- * . 00 > iii U) . 40ell1i 1, * , . % 0 Z 0 00 0 n z 0 C14 0 0 X Z Em z (on 0 =0 a :3 6 C W 0* 0 (L En a. M a. 0- tiL LL C 0 * C z E 0 C b! xc� X CN --;,, QD OC 0 cr_ Cr Cf) 0 co ja- n M 5i >- U) CE QD :2 W U-1 U) CD (n < C) 0 D a 0 ry W Q - LJILI^ E F%LrA 11 Q) T DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 15180.1 SHEET 5 OF 7 91 4 DO 3: M 0 DO r-4 Ln -J UL 0 U- CL CL U =1 '0 0 U- rf z UJ z LLJ 0- U CL 4� V, M 0- V, C MASONRY OPENING FRAMI �I ( IX BUC Ui STRIKE JAMB FRAME ANCHORING Masonry I X buck construction 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: X 0 H R ............. ........ ANCHOR:�: .... ...... ....................... .................. 4EARA.0C.f�:: RA �A IN �:CLEA NCE �.�AN ........ oc :��:EMOEDMENT ...... TO -0::ADJACEW�:�:�:: T ...... ........... .............. .... . ......... . ..... ��:EDGE�:: �:::�:�:�ANCHOK::: ITW 1/47 1-1/4" 71 4" TAPCON LiWU W(n ELCO 1/47 1-1/4" 1" 4" ULTRACON ry LJ zi V) < D 0 0 ITW 3/16 1-114, 3 TAPCON WOOD SCREW INSTALLATION NOTES: i. Maintain a minimum 518" edge distance, I " end distance, & 1 " o.c. spacing of wood screws to prevent the splitting of wood. Ulkl^E 1AAAft HINGE DETAIL 10, A 00 Z A U- 0 .0- z ei 67-z 12 .z;; • Z 0 < - - 0 0 OD > -0� U) Z 0(o 0 0 n z 0 C4 0 0 X z 0 0 M CIL Con 6 oa. C() 2re) ZM • 0. It m a- a. LL. LL 0 E '0 0Cz 3 V 0 C Li 8 Ni: LATCH & DEADBOLT DETAIL 0 Ui 1: U, ZD &I C14 DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 15180.1 SHEET 6 OF 7 Oil oc mo PZ 0 X 0 Q) C) V) O:� (/) ZV) aE z C 15 M C) LiWU W(n CL CD V) 01< ry LJ zi V) < D 0 0 � 0- < 0- 0 Ui 1: U, ZD &I C14 DATE: 02121112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 15180.1 SHEET 6 OF 7 Oil 4- 0 a. M .p LL - Z LU Z Q c�C LU v c 0 0- c a� V 4.56" r, 2.36" ka 2.2" go r 20 HEAD & SIDE Jamb 4.56" 04 f-- 2.44" I--+ 2.13" 2 HEAD & SIDE Poly fiber jamb 4.56" 2.03" -- �1 OUTSWING THRESHOLD BY DLP BILL OF MATERIALS REM # 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 XX 2-3/4" PFH 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 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 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 4- 0 a. M .p LL - Z LU Z Q c�C LU v c 0 0- c a� V 4.56" r, 2.36" ka 2.2" go r 20 HEAD & SIDE Jamb 4.56" 04 f-- 2.44" I--+ 2.13" 2 HEAD & SIDE Poly fiber jamb 4.56" 2.03" -- �1 OUTSWING THRESHOLD BY DLP 0 cn � � J V) Q� w �wU) CL 0D Q L� CK C D o n n V) _iv L`l w �-- z �o CL L,-:� o0 (i J J m LID 0 N V) z ci 0 w LU 0 ry w Q a. &, DATE: 02/21/12 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.1 SHEET 7 OF 7 ,. .. «... to .,, rn ft 06t. wto •, o,; <_z °i sopto Z ftft iii•. > ; 0- Q .00;M • �j�+`,► J C7 t4 00 © 0 °" 0 U N .. 0 z 0 m ., IL �� rm m a. (L v L: E 0 o > uj a JQ 0 cn � � J V) Q� w �wU) CL 0D Q L� CK C D o n n V) _iv L`l w �-- z �o CL L,-:� o0 (i J J m LID 0 N V) z ci 0 w LU 0 ry w Q a. &, DATE: 02/21/12 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15180.1 SHEET 7 OF 7