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HomeMy WebLinkAboutProduct Evaluation Report; Glazed Fiberglass Double Door w or wo Sidelites Inswing or OutswingR W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, Fl, 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Glazed Fiberglass Double Door Exterior Swinging Exterior Door 5200 W. Century Blvd. w/ or wlout Sidelites Doors Assemblies Los Angeles, CA 90045 Inswing ! Outswing (440) 9694773 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt; P.E. (System ID # 1998) for Plastpro Inc. based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product -Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. 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". 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 8& R301.2.1.2 and does not require an impact resistant covering. Thisproductmeets missile level "D" and includes Wind Zone 4 as defined ,in ASTM E1996 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 drawing. FL-17184.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17184:2 for size and design pressure limitations. Supporting Documents: 1. Test.Report No. Test Standard Testing Laboratory Sinned by TEL 01391120 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc; Lyndon F. Schmidt, P.E TEL 01390454 ASTM E1886-05/E1996-06 Testing Evaluation Lab.,lnc. VX Wright. ASTM E330-02, E331-00 2. Miami -Dade NOA Materials Testing 18-0301.05 Saflex® PVB Interlayers (Eastman Chemical Company) 3. Drawing No. Prepared by pis Signed & Sealed by No. FL-17184.2 RW Building Consultants, Inc. (CA #9813) <,� ��#) �f,,� eee Lyndon F, Schmidt, P.E. 4. Calculations Prepared bye% Signed &Sealed by Anchoring RW Building Consultants; Inc. (CA #9813Ado 1030311A -Lyndon F. Schmidt P.E. J 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing product§ S t T F_ OF within a quality assurance program that complies with ISCAEC 17020 and .. 't Guide 53. �a , ` F °r� j ty ti Lyndon F. Schmidt, P.E. r . ^,. y,. FL PE No. 43409 2/21/2019 Sheet 1 of 1 plastpro 5200 W. CENTURY BLVD.. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOUBLE DOOR w/ or w/ovf SIDELITES INSWING/ OUTSWING "IMPACT" GENERAL NOTES 1. 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 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 1609.1.22 & 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 detals of this drowing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevations, design pressures& general notes 2 Door panel details and glazing detail 3 Sidelite panel details and glazing detail 4 9evafions 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 x x XX 151.S' MAX. O.A. FRAME WIDTH 37'25' MAX' 74 a' MAX. FRAME WIDTH I.FRAME WIDTH' S i 2 u, f� ,Z i3 �y Z _ �0 6 >— O o h .o O• OXXO CONFIGURATION MAX. FRAME DIMENSION MAX. SIDELITE D.L.O. DIMENSION DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSI) OUTSINING POSITIVE I NEGATIVE POSITIVE NEGATIVE XX 74" X 98.0" 20.5" X 78.25" +50.0 -50.0 +50.0 -50.0 OXXO 151.5" X 98.0" 20.5" X 78.25" +50.0 -50.0 +50.0 -50.0 5 io N� v co oZ �Ld t scna: N.T.S. Ow, . BY. JK OHK. BY: LFS FL-17184.2 tr 1 OF 11 U Z m Z J m 0 U i 0 3 d N N N t.2z' 0.81" G1 .. 0.81" 1.27' Q:' 1.1T NTERIOR to 7j c z om UZI STILE INTERIOR STILE TOP RAIL I I IIN «`` o N m i 0 a (COMP.) (COMP.) (COMP.) ` i o Z v LOCK BLOCK f Em m o STILE REINFORCEMENT (20" LONG WOOD)V REINFORCEMENT (WOOD) (% 5 tog s o t \V\ o n. t �. a M G. a 1 HORIZONTAL CROSS SECTION FOAM CORE HARDwARECHARt 2 (POLYURETHANE- E oZ .' 1.9 PCF MIN.) MANUFACNRER MODEL STRUCTURAL SIUCINE (DOW 995) 5/8'GLASS BITE g LOCK: SIGNATURE SERIES SET 24M'MAX. NON STRUCTURAL SEALANT EXT. DFAD60LT: SIGNATURE �¢. TALE LOCK: YNCOLLECTION FRAMEVJIDTFI 1"OVERALL GLASS THK. Zo �o DEADBOLT: YH COLLECTION (80 SERIES) o 20.5' MAX. 1 /8" ANNEALED GLASS o N 3 KNOB: 'PSERIES(FIO) D.LO.WIDTH Gl O:� w� ? SCHLAGE DEADSOLT: R"SERIFS (160/62) 0.090"SAFLEXOPVB °:� m ZN INTERLAYER �" W a0 p �O 1/8MAX"ANNEALED GLASS INTERIOR EXTERIOR a� a o¢ PANEL WIDTH AIR SPACE o 0 3 1/8 TEMPERED GLASS mI a �1 a 0 � DOOR PANEL #7-19 X 1-3/4" PPH ALUMINUM SPACER SELF DRILLING SMS 3A INT. NON STRUCTURAL SEALANT w � Gl GLAZING DETAIL z 2 < OJ r O $U IARDWARE g O RT rz Ln N CV OC ODL LRE FRAME T 1bb" I ol D CV 3A ODLLITEFRAME (Alum.► FIBERGLASS SKIN (0.075' THICK) BOTTOM RAIL ILJ l"_I LJ)-1_ (COMP.) 2 VERTICAL CROSS SEMN 2 1, DATE- 02/21/12 3 SCN.E: N.T.S. o 5 Mr. BY: JK m CHK. BY. LFS 3 m ONAM'ING NO.: N FL-17184.2 0 N SHEET 2 OF 11 w 2 V K m STILE (COMP.) a 60 SIDELRE PANEL 35.75' MAX. DOOR PANEL WIDTH Ra _ r STI LE (COMP.) STILE REINFORCEMENT (WOOD) 5/8" GLASS BITE C EXT. I" OVERALL GLASS THK. 1 /8" ANNEALED GLASS r— 0.09( SAFLEX®PVB INTERLAYER 1/8"ANNEALEDGLASS INTERIOR AIR SPACE 1/8"TEMPERED GLASS #7-19 X 1-G PPH J� \ _ ALUMINUM SPACER SELF DRILLING SMS 3A INT. _ 0 NON STRUCTURAL SEALANT O Gl GLAZING DEfA1L p a o O X STILE REINFORCEMENT (WOOD) HORIZONTAL CROSS SECTION 3 24.27' MAX. STRUCTURAL SIUCINE (DOW 995) FRAME WIDTH NON STRUCTURAL SEALANT — 20.5' MAX. rD.L.O. WIDTH y� N N aD CV � rn r •� ODL LITE FRAME - 1.86" K n 0.063" C`1 g_QO3A ODLVIEFRAME (Alum.) FIBERGLASS SKIN (0.075' THICK) EXTERIOR BOTTOM RAIL (COMP.) `rr21 VERDCAL CROSS SEMON 0, ix oo 000 _o O'l n.s m 2:z '- s a uj a N o am �)o o � y oaa d m n h m t N N Q F 0 M n 0 b "I ry z Z 02 21112 = N.T.S. 5 G. BY., JK m c er: LFS 3 kmN0 NO.: rc FL-17184.2 0 :ET 3 OF 1 T N r =Z " zlrs� :0 om 0 co v 9 Z o=U ♦ .� e E� m m 0 �VOpo 9 p oLL oea. ya mda� o c � Z 1 2 l 2 1 2 u cii c° �d 6 6 7 7 6 6 .� _ Q 4 4 z oLn 0_ N J Q � 41 y w o- a m `2 V K o X /� /� a a bx! U co y N Z W W N 300 3 4 5 6 3 4 5 ck 4 5 6 Wt2 6 6 6 6 7 7 7 6 6 6 6 oaCIS o U > > ELEVATION (XX) ELEVATION (OXXO) z ° w w z m n a z na—Z o GATe:02121112 z o SCALE: N.T.S. 5 Gwc. er: JK m cMC BY.. LFS 3 DRAWING NO.: m O FL-17184.2 0 N sNEEr 4 Of 11 EXTERIOR e oT INTERIOR 7 8 NOTE: 0.15" 1. Spacing for item K: 8' from ends C'SINK JL L D and 8 more equally spaced along (TYP.) C sidelite (10 total). 1-1/4" MIN. HEMB.(TYP.) rS'� HORIZONTAL CROSS SEC17ON $ Outswing shown - inswing also approved 1-1 /4" MIN. FWB. (M.) EXTERIOR MINIM --- WOR W iig` © .. 1 S\J {�— C-SINK (TYP.) 1 HORIZONTAL CROSS SEC71ON $ Outswing shown -inswing also approved E EXTERIOR 60 SEE NOTE 1 K INTERIOR 20 21 C A 1-1/4'"MIN. EMB. (TYP.) r41 HORIZONTAL CROSS SECTION $ SOhutswingown shown n—iuns�king also approved %21 HORIZONTAL CROSS SEC17ON $ Outswing shown -inswing also approved Shown with 2X reinforcement EXTE INTE � • C Z �.• O Ot // �• •• �O` J O m \` Z Opp ��f/lI.. tiN ``\\ O 17 c v U N 0 0 U C Z �lE Ego ?m• a m a a 3 HORIZONTAL CROSS SECTION $ Outswing shown - inswing also approved U > j Z pD n F W 2 O � 0 0 o Z 13 nci ^Z 0 DATE: 02/21/12 z SCALE: N.T.S. o 3 owc. BY.. JK m CHK. BY. LFS ? ORAWNO NO.: pC N FL-17784.2 0 SHEET $ OF 11 N In mewffiw� Mr.■ 1"" EXTERIOR "W_ INTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved a a C3'� VERTICAL CROSS SECTION 6 Inswing configuration EXTERIOR INTERIOR d ° d e° G a a a 5 VERTICAL CROSS SECTION 6 Shown w/ ADA threshold INTERIOR EXTERIOR z om to v 9 U' x0 Z E. E „l 3mOc 5 dt m O: (L J � IQ o E oZ 'u c ai za A C ,.. z a z o zo y 40 oc(n� to 20 21 U) g :5 a. co N EXTERIOR INTERIOR � W o re 2 VERTICAL CROSS SECTION a a m 6 Outswing shown - inswing also approved Shown w/1X sub -buck 2 za za. _ � L 36 Z N �W 71 E G od 6 VERTICAL CROSS SECTION 6 Shown w/ O.S. ADA bump threshold INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 6 Outswing configuration Z tl] ^ N f W Z O N �o Z n N Z a El e 02 21/12 i �u~ N.T.S. ° er: JK m' C. BY..LFS 3 SWING NO.: 0'. FL-17184.2 0 Er 6 OF 1 N L SEE NOTE 1 20 2T EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION Outswing shown - inswing also approved 3 INTERIOR EXTERIOR 0 ^ 50 n SEE NOTE 1 a ?r a F `� § � G C a d J� L a _ e d' d ' e r 3 VERTICAL CROSS SECTION_ 7 Inswing configuration NOTE 1. Spacing for Rem K: 6' from each end and at centerrine (3 total). INTERIOR 0 >. ., > 0 A 60 SEE NOTE 1 K EXTERIOR INTERIOR VERTICAL CROSS SECTION 7.j Outswing shown - inswing also approved Shown w/lX sub -buck EXTERIOR %41 VERTICAL CROSS SECTION 7 Outswing configuration INTERIOR d Z dm ' V'? �j pow P ��`` z d''m o Z U N •: ` Z6 ^ Z O Z U T. 9ota 'd a m daf° m y 4 0 \}J 3w S �d Er Zo G1 O 00 cctn QU FW N aQQ 1 J EnU m m W� w >v) aw <m U OI a U O ¢ a EXTERIOR SEE NOTE 1 5 VERTICAL CROSS SECTION 7 Outswing configuration [:02121112 i M N.T.S. Co :. BY. JK Co Z. BY. LFS 3 ,WINO NO.: N FL-17184.2 a V 7 OF 11 4" (TYP-) (TYP.) I I II II u II MASONRY I I OPENING I 1 II I I I I 2X BUCK I I I SHOWN FOR REF. 1 I ONLY II I I I I I I II II I I II II II BUCK ANCHORING XX (TYP.) —;r•- D TYP. HEAD _ & JAMBS MASONRY OPENING CONCRETEANCHORNOTES: I. Concrete anchor locations at the comets may be adjusted to maintain the min. edge distance to mortorjoints. 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 ANCH MIN : MIN CLEARANCE MIN CLEARANCE TYPE .. SRE.. EMBEL)MC•Ni i0 MASONRY- _ ; iO ADJACENT. ': -;:; ITW O TAPCON 1/4" ELCO ULTRACON® 1/4" 1.1/4, WUUU SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, I" end distance, & i"o.c. spacing of Woad screws to prevent the spri ing of wood. 2X Eq U O ,d'., to�• M r:•3'� ag 6 M 5" (TYP.) 4" y 3 e sC Z 9 P. 4„ z ,. O PI I ro . j jj�''�� i 7'.• �. r 'n % I I I I 11111 � o N •: II II II Z m Z Em m m D � yA Sdr I I I I I I TYP. HEAD _ \° v m d a i.l I I & JAMBS o cZ II II II II II II �I J�I II 2X REINFORCEMENT) i SHOWN FOR REF. ' I 0o c5 SHOWN FOR REF. I I ONLY I I 11 za a-- I I 'ONLY GMII jj II n: aS m z II gw N Y II II II O am W m II 11 II c`i o II 11 II 'o it II II a a II 11 II BUCKANCHORING OXXO z z ^ w z N Q f o m z M N Z O E 02 21/12 z ul N.T.S. G. BY: JK m' <. BY: LFS i IWING NO.: FL-17184.2 N 0 3" pp.) T iTYP.) Fr 6„ (TYP.) 9 II I- v II SEE 'DETAIL 2 L 2X BUCK I I MASONRY J 1X BUCK o' OPENING TYp. @ II W FRAME - HEAD AND II - — JAMBS II I I� ASTRAGAL II SHOWN FOR - II REFERENCE ONLY TYP. @ SILL I I `li t - II O 2X BUCK - N m F 11 - 11 SEE DETAIL 1 q II a _ iII 1 0 0 0 B FRAME ANCHORING a a XX <. CONCRETEANCHOR NOTES: ., I. Concrete anchorlocations at the comers may be adjusted to maintain the min. vedge distance to mortarjoints. 0 2 Concrete anchor locations noted as "MAX. ON CENTER"must be adjusted to A maintain the min. edge distance to modarjoints, additional concrete anchors a may be required to ensure the ? AX. ON CENTER" d mension are not exceeded. LL3. Concrete anchor table: F w a K a d a :ANCHOIC:. ANCHOR MINA MINCLEARANCE iSiIN CLEARANCE: EMBEDMENT iO MASONRY -�: TO ADJACEfJT .;; . _..::::: ... _ �EL)GE ::: ,•-. -.:ANCHOR .:::7 ITW TAPCON® 1/4"1/4° 2" 4" ELCO ULTRACON® 1' 4" ITW TAPCON® 3/16" 1-1/4" 3" K WOOD SCREW INSTALLATION NOTES: 15 I. Maintain a minimum 5/8" edge distance, 1-end distance, & 1"o.c. spacing of wood screws to prevent the spritffng of wood. OPENING 3" (TYP.) ®~T' iTYP.1 Fr UlX BUCK - - TYP. @ HEAD AND JAMBS - - SEE DETAIL 2 L TYP. 2X BUCK TYP. @ SILL D @ SILL f 3" PP.) F7- (TYP.) I I I I I I I I - I I I I I I II - I II ASTRAGAL -- II SHOWN FOR _ II REFERENCE - II ONLY II - I II if �� II - I I SEE DETAIL 1 - FRAME ANCHORING 1X BUCK R. 9 OXXO 2X BUCK K 10 10 HINGE DETAIL CK G 1XBUCK SLCK L 2X BUCK 87 DETAIL 1 DETAIL 1 DETAIL 2 Inswing Outswing Attach astragal throw bolt strike plate to frame 28 N 27 ❑ LATCH d DEAD BOLT DETAIL � .• ���i �ii mrn `� M �N d O O) ZZ i���iA • I lilt'% \ z 0 CO , 8 LK41 z o=� ya c 90 E maaL% a E ,aa Z w � A 3,a ASTRAGAL HINGEJAMS STRIKE JAMB Of Up 2 aN J U m Q m 0 U K 0 0 Of a a 0 Q. % a 2 mn� f w z O N Q O o zz M N ^ Z U E: 02/21/12 i LE: N.T.S. BY: X M c BY: LFS 3 NNG NO.: FL- 17184.2 " D :Er 9 OF I N 275' 3.7.' 10.7: �� UL71MA1EHURRICANEASTRAGAL av al 1.1— —11T ANCHOR SCREW LOCATIONS f 11" — 8'-0"ALUMINUM ASTRAGAL ASSEMBLY By Endura Products BOLT RETAINERS ALUMINUM ASTRAGAL SLIDE BOLT ROD VIEW A -A Aluminum Astragal Assembly 35.5' 2.5" 0 z �t � o m 1pvt '��I/I IIII� (O br' U N •: M E O m �, o 9 \V ` ° a y) ° (0a s [ 'C B LL £z FN M �^-19.63"�� SLIDE BOLT ROD MATL: Steel fa O 1.63" BOLT RETAINER MATL: 9-3/4" Aluminum U > j O Z ^- w = O� N Q f a � � z nw^z 13 0 F:02 21112 ° z &F-: N.T.S. 9 JK m' LFS 3 WNG NO.: R FL-17184.2 " a 10 OF 11 ° BILL OF MATERIALS BEM Y DESCRiPRON MATERIAL A I 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 CONCRETESCREW 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 ELCO 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 ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3M' PFH ELCO 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 7' PFH WOOD SCREW STEEL N 11 /4" X 1-3/4" PFH ELCO 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 1L HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELTTE 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 SIDEUTE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 87 ASTRAGAL STRIKE PLATE STEEL 88 2X REINFORCEMENT (CLEAR PINE: SG >= 0.49) WOOD I— 4S6" I iy 20 HEAD 3 SIDE JAMB wood 4.56'� O Fes- 2AN' 21 NEAD s SIDE JAMB Ply -fiber o�LUISWINO THRESHOLD "� QOSH 32 ADA S►u ISHC 5" N O �OUISW►NG ADA BUMP THRESHOLD BUMP THRESHOLD w OSHC i7 o � 2.12" —►j 49 SIDEUIE SPACER 3$ ►NSWING THRESHOLD ISCS SIDEUIE THRESHOLD ISH/ ER i 5cALE: N.T.S. Owc. BY'. JK aOc... LFS FL-17184.1 Fr 11 OF 11 z