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HomeMy WebLinkAboutProduct Approval RECEIVED R R W Buildin Consult. In O C T 2018 W f BConsulting and E, erv' r the ilding I ustry Cr.,,.o„rZ, Vwj� r »>9, rnuuca o3ysy _ r F. S- Lucie County, PermltSln� Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report I I 1 Date: AiqustI4,2017 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth./Wood Grain/White Wood_Grain Swinging Exterior Exterior Door 5200 W.Century Blvd. Rustic 1,Mahogany. Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440:969.9773 Outswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&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 not 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 Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements including 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 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 FBC Sections 1609.1.2-& R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"13"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2:2&R301.2.1.2.1. 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 drawing FLA 5180.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing.FL-15180:1 for size and design pressure limitations. Supporting.Documents: 1. Test Report No. Test Standard Testing Laboratory Sicined b TEL 07-0223-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell Haney,P.E. TEL 01390365 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM D1929-96 ETC 08-209-20609.1 ASTM D638-03,G155-05a ETC Laboratories Gurjinder Dhami ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan;P.E. ETC 05-255-16776.0 ASTM G26-95,D2843-99,D635-98, ETC Laboratories Joe Doldan,P.E. 131929-96,D638-03 2. Miami-Dade NOA Materials Testing 15-1223.02 HP Polypropylene 15-1201.11 Saflex PVB Interlayer(Eastman Chemical Co.) 3. Drawing No. Prepared bye$g�0^eoaes®ao0e Signed&Sealed by 4. Calculations Prepared P epared byRW Building Consultants,Inc.(CA#9813) oo®e®��.SHi.yo o p Signed&Sealed by Lyndon F.Schmidt, E Anchoring RW Building Consultants,Inc.(CA#9813) m� �- F °o -0 Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. No 43409 5. Quality Assurance - Oni,Certificate of Participation issued by National Accreditation and .Management Institute certifying that Plastpro Inc.is manufacturing prodt%ts� ° +[/o A STATE OF ,wo Within a quality.assurance program that complies with ISO/IEC 17020 and., ,°� 11; Dom Lyndon F.Schmidt,RE. Guide 53. e ti 1 °° .® o FL PE No.43409 � ° 8/15/2017 Sheet 1 of 1 Bp®g®OYp60D4�©0 pl astpro � A . - = -Z 5200 W. CENTURY BLVD. LOS ANGELES CA 90045 .�`'••.....:.• chi.`` a Smooth / Wood Grain / White Wood Grain 9 m W q Rustic /Mahogany 115.0"MAX.OVERALL FRAME WIDTH x m a a o 37.5"MAX. R `_ Series N Fiberglass Door 37'25'MAX. �. —►{— OVERALL FRAME WIDTH I I FRAME WIDTHa OUTSWING I �Il MY, � W GENERAL NOTES "IMPACT" � X �Z 1• This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida Building Cjo Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). f Z oo LL 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base j O X O o x material shall be beyond wall dressing or stucco. 90 ° a m V = a U K N 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and y m o ° w does not require an impact resistant covering. = a e o OX 4. When used in areas requiring wind borne debris protection this product complies with FBC Sections m o' 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 El 996 and FBC Sections 1609.1.2.2& sr 8301.2.1.2.1. OXO ' a x o 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x N N E buck masonry construction. o t3 fi 6. Site conditions that deviate from'the details of this drawing require further engineering analysis by a licensed engineer or registered architect. XO 7. Outswing configurations meet water infiltration requirements for"HVHZ". G o 0 DESIGN PRESSURE PS 8 TABLE OF CONTENTS MAX. MAX.SIDELITE � F7 SHEET# DESCRIPTION CONFIGURATION FRAME D.L.O. OUTSINING 1 Typical elevations,design pressures&genera notes DIMENSION DIMENSION POSITIVE NEGATIVE o 2 Door panel detalB and glazing detail _ 3 Sidelite panel details and glazing detail X 37.5"X 80.5" 20.5"X 62.63" +50.0 -50.0 Z 4 Elevations DATE 02121112 z 5 Horizontal cross sectionsOX/XX 805 205 X 6263 + - 50.0 50.0 N.T.S. 9 O 76.25" . " . " . " a 6 Vertical cross sections mG.Dr. JK M s 7 Vertical cross sections e 8 Buck anchoring OXO 115.0"X 80.5" 20.5"X 62.63" +50.0 -50,0 WK.BY: LFS 3 9 Frame anchoring DRAWING NO.: " � 10 Bill FL-materials and components o SHEET_L OF 10 N O d r ............. GI 91, EXTERIOR 6 z ell, 0 z STILE 0 STILE INTERIOR TOP RAIL J. (COMP. 0 (COMP.) (COMP.) o z LOCK . :, 0 L STILE REINFORCEMENT � 2 w STILE REINFORCEMENT (29'LONG WOOD) 5 d OIL (WOOD) % m 0: (WOOD) U! 0 rl AHORIZONTALCROSSSECIION FOAM CORE Oz (POLYURETHANE- E .......... ....... ............... 1.9 PCF MIN.) ................. .. .. ...... Sd .................... ................... . ...... STRUCTURAL SIUCINE(DOW 995) 5/8 GLASS BRE .............. LOCK, S iG NA TURESERIES KMKSEY DEADBOLL SIGNATURESERIES(790) NON STRUCTURAL SEALANT EXT. Z a Lock YH CottECTION ]"OVERALL GLASS THK. a DEADBOM YN COLLECnON(80$EWES) I/S'ANNEALED GLASS GI 00 31,16'DOOR 0.091YSAFLBPPVB WIDTH INTERLAYER 24.=MAX. 0: FRAME WIDTH I/Ir ANNEALED GLASS INTERIOR EXTERIOR a: ca 0 20S MAX. AIR SPACE s D.L.O.WIDTH 1/8"TEMPERED GLASS #7-19 X 1--3/4'PP ALUMINUM SPACER rm SELF DRILLING S 3A INT. /NONSTRUCTLIRALS NT SEE HARDWAREGLALNG DETAIL !E FIBERGLASS SKIN CHART 0 t; 03 (SEE DETAIL) m z V) 1.86' INTERIOR U 5ff GLASS.8 ITE EXTERIOR 0 14"PPH DRILLING SMS SEALANT mo 0 b�d WOVEN el FIBERGLASS -c CL 6. po 0.0�63' C4 h2 z 0 >r a FIBERGLASS SKIN EXTERIOR BOTTOM RAIL DATE Og��I I a 4.25 (COMP.) ODI LITE FRAME 0.069r"THK. SCAM N.T R 0 (Alam') (TYP-) Imo A &3 q(A I u m.) m ODL LITE FRAME DOOR SKIN DETAIL -'�\VERTICAL CROSS SECTION �sy-- JK 3 r2 -,. LFS i 0: 0 D T -DRAWING NO.: N 72 DOOR PANEL. FL-15180.1 SHEET 2 OF 1O N / - ~ EXTERIOR IOR In tq co STILE INTERIOR STILE TOP RAIL-"�' o cl.: IL STILE REINFORCEMENT STILE REINFORCEMENT (WOOD) rl HORIZONTAL CROSS SEC17ON FOAM CORE a STRUCTURAL SILICINE(DOW 995) 5/8"GLASS SITE V) NON STRUCTURAL SEALANT EXT. =4.� I"OVERALL GLASS THK. I/6'ANNEALIED GLASS 35.75-DOOR GI z WIDTH INTERLAYER AIR SPACE D.L.O.WID74 1/8!'TEMPERED GLASS PPH #7-19 X 1-3/4'PPH ALUMINUM SPACER SELF DRILLING SMS 3A LN--T- 0, TNON STRUCTURALSEALANT FIBERGLASS SrJN 1.4 .A a (SEE DETAIL) En INTERIOR 0 WOVEN FIBERGLASS 0.0 FIBERGLASS SrJN EXTERIOR BOTTOMRAIL-Ul I 0 QVL JUTE FRAME DATE 02121112 'zDOOR SKIN DETAIL M.By'. - JK mODL WE FRAME rl-*�VERTICAL CROSS SECTION CHK.BY. LF—SWMWINO 140, � SHEEr 10 " ° 6 ° � ` ` R\OientAPlastpro,Inc PERMANENT\A-Florida Product Appnrvals\11415180 Impact Fiberglass Door-Outswing\C-Drawings\FL-151806TH ED.(2017)\FL-15180.1.4.dwg,1-4 Fit.EU, Epy Z a N Q w A Q V m_ ti. V A Vs N O z O Q4 G O i ; a w x a� d a N N N Ian V-+ V O V N V A N N pdo m p z O O a b1 O LZ No.43409 J; `� Q PRDDUCT: Doaulmrlfe f+roparW By:� NFIBERGLASS DOOR Fix- N..don y 2 7 24 17 UPDATE TO 6TH ED. 2077 FBC 11, PART OR ASSEMSLY: �{ BUILDING CONSULTANTS, INC. CD i6 104/22/75 UPDATE TO 5TH ED. (2074) FBC d l��p,0. Box 230. VolNco. FL 33595 NO DATE ELEVATIONS DDD phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®2010 R.W.13UILDING CDNDULTANTS INC. 1 1-114"MM. E �.�� "* �. EMB.(TYP.) E _ 2 _ 60 EXTERIOR Lo 9 11 K O' ';�v� W • tea_Cj EXTERIOR 10 a —V9t * i a`z 0 :. D M27 z° N •. `\ Z N z (4V0 K SEE NOTE I m a a E! 4 7 8 `\\ D° 4 l� •e 40 _ :••.e INTERIOR 8 �a 8 INTERIOR J 21 20 0.15' 21 20 1-1/4"MIN. A C CSINK L6 D o z e 18' EMB.(TYP.) 21 20 (TYP.) C 3o QG �C-SINK 1-1/4"MIN. o�n } ~zw L (TYP•) (TYP.) N� s B C 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION E, N �o E $ Shown w/lXsub-buck 1 HORIZONTAL CROSS SECTION of 0 5 0 a a o' NOTE: m 1.Spacing for Item K:&'from ends BB a and 7 more equally spaced along 9 11 K g sidelite(9 total). EXTERIOR 88 M 27 EXTERIOR SEE NOTE 1 E SEE NOTE i K N$ z H � 0 0 W W �L 60 40 7 60 N o h INTERIOR 7 INTERIOR g N^z 8 DATE:02121112 i 21 20 L 21 20 Sr Z N.T.S. L owc.BY.. • JK m e 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION VAK.BY., LFS 3 & Shown with 2X reinforcement DRAVOND NO.: a M 5 Shawn with 2X reinforcement 5 FL-15180.1 o 0 14 OSHEEr 5 OF 10 d J R,1 ° D M g O•�, °D • t A °D D n ° P. Q 9. N N Z M Z O . O v N ° 0.15' r ,v 1-1/4 MIN. CSINK D0 EMB.(TYP.) (TYP.) m A ' 0 0 EMB.(TYP.) w w 70 0 y D m IPO b zo m ° D a m t_ M eo N m X C M > 7�y co V Z m O A .o•• e o n "MIN. EMB.(TYP.) Fr•........ % J ? No.43409 T PRODUCT.• VocummU Prepared PLASTPRO INC. Lyndon F. sohmtdt ���• R��I%•••0����` FIBERGLASS DOOR P.E. No. 43409 11 INC. [NO. 7T2-4717 UPDATE TO 6TH ED. 2077) FBC JK PART OR ASSEMBLY: ' r� BUILDING CONSULTANTS, INC.` Ip x (n 4 22 T5 UPDATE 1D SIH ED. 2014 FBC JK VERTICAL CROSS SECTIONS !/Y P•°• Box 230, Volrlco,-FL 33595 O K) DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®201 2 R.W.9UILDIND CDHeULTANT6 INC. R�Qents\PlaMm.1nc PEP,MANE -Florida Product s FL-15180 Impact Fiberqlm Door-OuuWn C-Dn in AFL-15180 67H ED. 01 AFL-15180.1-4dw 1-7 m rani O rl Z a O o V r A rpt m � A EMB.(TYP.) Oy m m m m m d o z < O Z N e 0 pq O a .v T r d• > v 0.15° sa a V, CSINK 7D Z O •>v � 1-1/4 MIN. Z I0 ci EMB.(TYP.) vP v v o Z a v 0= n� _ =s C� m3 m J w o. o 0 3 m e 1-1/4'MIN. v, m EMB.(TYP.) z m CL O em H r Tim Z S 7C O p o, m C3 A • V Ia7t s it FIs 70 e f7 d. N •v > �T^jy � ZR m Z I� v. I0 Z o � ' (V sP � Al 1-1/4"MIN. EMB. `\pw n fury `����F•SCHIyjO���ii No.43409 L-3L N5 g PRODUCT: DooumeMa Prepared W.i p 3 PLASTPRO INC. Lyndon F. Schmidt ��i *'('M``�� Iv z ro FIBERGLASS DOOR P.E No. 43409 �1%;�N \��� o //� /fffflllll\\ v y N 2 7 24 17 UPDATE TO 6TH ED. 2077 FBC JK PART OR ASSEMBLY: /� ,//BUILDING CONSULTANTS• INC. Ip in 1 422 75 UPDATE 7O STH ED. (2074 FISC JKp.0. Bax 230• Valrlco, FL 33595 o -• w NO DATE BY CROSSVERTICAL NS vv Phone No.: 813.859.9197 REVISIONS FHPE CA No. 9813 0 201 2 R.W.El.-...C...ULTA-INC. O X, C� T z 0 m 4!• (TYP,) VIYP•) v �g 5 6_0. (TYP.) m o a 14 F TYP.HEAD TYP.HEAD °E �+� z MASONRY NP.HEAD &JAMBS ?o MASONRY MASONRY &JAMBS it OPENING &JAMBS o�n o OPENING REINFORCEMENT-/ OPENING g — j 2X 2X REINFORCEMENT SHOWN FOR Rff. SHOWN FOR REF. y 2X BUCK _ 2X ONLY BUCK 2X BUCK ONLY CL C m i — > O C o a. rS E.Ua U a Ct —0 1111111>61 Y} �m .' •a: :�� ; 1 ���+ •\ N.N., BUCKANCHORING BUCKANCHORING BUCKANCHORING o X OX/XO OXO z Q horn $ CONCRETE ANCHOR NOTES: C 1.Concrete anchor locations of the comers maybe adjusted M maintain the min. edge distance to mortar joints. E z 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to ^ R maintain the min.edge distance to mortar jolnts,additional concrete anchors _ `o may be required to ensure the MAX.ON CENTER°dlmerssron are not exceeded. 3 Concrete anchor fable ^o AMCtIOR /1NCHbk MIN MIN CLEARANCE MIN CLEAR4NCE N z TYPE S1IE. EIuI9�OM6Nt TO aGW orae 02/212 i OhRY TQA 4ENI:4 RW a 14' 1-1/4° 2° 4" suue N.T.S. 9 TAPCON oxro.Irs JK m 5 ElCO ® 4" 1" 4" ULTRACON 1/4' 1.1/ DRAWING BY.. LFS 3 g WOOD SCREW INSTALLATION NOTES: otawwc Ho.: _ 1.Maintain a minimum 5/8•'edge distance,1"end distance,&1"o.c.spacing of FL-15180.1 N wood screws to prevent the splitting of wood. SHEEr 8 of 10 n Q C` .• .Q,�., to yy Lt M Y.W Z T �•0 �01 V.(TYP.) 3"(TYP.) ••.......•• ti"mP'1 N P. P(TYP.) ��i�� * ��`` o d m z` r ; (TYP.) r �{ rrnrnlul .. 92 Fri 6.(1YP.) I r �P) I I gyp} ca. �r, u 9 m o Lu o. 4 I a rn maa� 2X BUCK ;• 2X BUCK _ £a F MASONRY �`*U c°$ to 2X BUCK c°$ c OPENING J 1X BUCK MASONRY O TYP.®BUCK OPENING J 1XBUCK NP to w _ TYP.HEAD HEAD_ FRAME &JAMBS FRAME JAMBS D FRAME TYP.@ HEAD AND >@ o _ JAMBS o z 2X BUCK N N O m U 2X BUCK I O 2X BUCK 2.3 F, W H 9 P. 1 a� TYP.@ siu— H H VTYP. TYP. D TYP.@ SILL K- @ lu of O o D @saL H @siu FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING X XX OXO fn iz n a E N N z � O N W R CONCREIEANCHOR NOTES: m t; 1.Concrete anchorocallons at the comers maybe adjusted to maintoin the min. edge distance to mortarjoinls. z 2.Concrete anchorlocaNOns noted os MAX.ON CENWmust be adjusted to mafntafn the min.edge distance to mortar jolnts,additional concrete anchors G 1X BUCK 1X BUCK H Z maybe required to ensure the•MAX ON CENTER'dImensfon are not exceeded. 9 v r a 0 3 Concrete anchor table M 2X BUCK 2X BUCK K a o MIN C[E1lRANCE MIN CLEARANCE o 'm ANGH9R ANCHOR N11N Ln ^ o z iS'FEFZE EMBEDMENT To MASptyirY TO AplACENi 11 lO vi N z w :.....EGG6. .::.... ANCNdR 27 M " DATE 02121112 = e 4 SC114" 1.1/4 T a W TAPCON 1 ALE N.T.S. � Elco ® 1 4 1.1/4 1" MO.BY..FTWJK m' s ULTRACON J LA7CH&DEADBOLT DEWL HINGE DETAIL UK er: LFS 3 ® 3/16ffw ' 1-1/4 S" 1.1/T P TAPCON DILIWWD NO.: a WOOD SCREW INSTALLATION NOTES: FL-15180.1 w b I.Maintain a mfnfmum 5/B"edge distance,1"end distance,a 1"o.m spacing of STRIKE JAMB HINGE JAMB a wood screws to prevent the spRtBngofwood. SW 9 OF 10 O BILL OF MATERIALS %s '`• ITEM o DEscwPno MAtEwal. A 1XBUC >= 5) WOOD tlf c i4 @;' m B 2X BU .55) WOOD O��;: SR C 1/4"MLX.,SFIIM 0.1 ACE '. �� ��-` D 1/4!'X 2-3/" +O OR ITW CONCRETE SCREW STEEL 4.56"—�{ n '�i��•�•••••• ,���� N>M MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI I ll� 111���%� Z E CONCRETE °m z° y •: 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 0 x z G 3/16"X 3-1/4'PFH ITW CONCRETE SCREW STEEL s° 9°� w H 1/4'X 31/4 PFH ELCO OR ITW CONCRETE SCREW STEEL y q=a J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m a a K #9 X 2-1/7'PFH WOOD SCREW STEEL - a o z L #10 X 2-1/7'PFH WOOD SCREW(1,15"MIN.EMBEDMENT) STEEL EAD 6 SIDE 8 v�? M #8 X 2"PFH WOOD SCREW STEEL 2G Jamb J O. 7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM W 8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM 9 4"X 4"BUTT HINGE STEEL o 10 09 X 1"PFH WOOD SCREW STEEL Zo 11 #9 X 3/4"PFH WOOD SCREW STEEL o� k"o 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD � a 21 POLY FIBER JAMB COMP./VINYL 4.56" n " W do 27 LATCH STRIKE PLATE STEEL c (n 28 DEADBOLT STRIKE PLATE STEELS o m 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD of o 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - a d 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 7�I 88 2)(REINFORCEMENT(CLEAR PINE.SG>=0.49) WOOD 21 EAD d SIDE g Poty fiber Jamb L2 Lo � 00 N y 2 W xrW N RR n of RR 4.56"- 2.03" .56"2.03" _ h n \W N N Q Q n N Z N^Z O 29 O SWING IRE�HOLDBYDLP DATE-02121112 = sate, N.T.S. 9 Owo.BY: JK m' e CNK.BY.. LFS 3 DRAWING NO.: � s FL-15180.1 N 0 SHEV 10 OF