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Home My WebLink AboutPRODUCT EVALUATION REPORTr R R W Building Consultants, Inc. B Consulting and Engineering Services for -the Building Industry P.O. Box 230 Valiico.TL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization Ho.-9813 Product Category Sub Category Manufacturer Product Name Swinging Plastpro Inc. Glazed. Fiberglass Single Door Exterior Exterior Door 5200 W CENTURY BLVD. w/ or w/out Sidelltes- Doors Assemblies LOS ANGELES CA 90045 Inswing / Outswing (440) 969-9773 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, PX. (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 & 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 drawing FLA71.84.7 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17184.7 for size and design pressure limitations. Supporting Documents: 1. Test ReportNo. Test Standard Testing Laboratory Signed by TE.L.2004-09-24-029 ASTM E330-02 and ASTM E1996/1886-02 Testing Evaluation Lab.,lnc. V.K. Wright TEL 01391120 TAS 201, 202, 203-94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E 2. Miami Dade NOA Materials 17-0712.04 Saflex® PVB Interlayers (Eastman Chemical Company) 3. Drawing No. Prepared by Signed & Sealed by No. FL-17184.7 RW Building Consultants, Inc. (CA#981'3) Lyndon F. Schmidt- P.E. 0fl@1!BBQg 4 Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA#9813) oe�Sig �as1;1��i Lyndon F. Schm'dtP.E. 5. Quality Assurance h1 S�d'oQo Certificate of Participation issued by National Accreditation and No 43409 t Management Institute, certifying that Plastpro Inc. is manufacturing products` within a quality assurance program that complies with ISO/IEC 1.7020 and D ' Guide 53. STATE OF % 4 O R l 0 �' � vim®®©m Lynd r3FLd 10/10/2017 Sheet 1 of 1 anc.00slaso s y d plastp 5200 W. CENTURY SL LOS ANGELES, CA 9( OPAQUE FIBERGLASS SINGLE w/ or w/out SIDELiTES INSWING/ ®UTSWING "IMPACT" GENERAL NOTES This product has been evaluated and is in compliance with the (2017) Florida Building Code (FBC) structural requirements exclu 'High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on det embedment to base material shall be beyond wall dressing or s 3. When used in areas requiring wind bome debris protection this I complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not i Impact resistant covering. This product meets m[ss1a level "M or Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1. R301.2.1.2.1. 4. For 2x stud froming construction, anchoring of these units shall b as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing requ engineering analysis by a licensed engineer or registered archih ills, Short & Associates 1800 8th Street, Vero Beach Mlopproved b Rejected Q,jut[nit SpeciFed Item ® Approved as Corrected Ci Revise and Resubmit 37.25' MAX. This review is only for g with the design Concept general compliance with t in the Contract Docume comments made on the s this review do not relie compliance with the requii _and specifications. Approl II not include approve 'Which the item is a comp responsible for: dimensio j9hd correlated at the iobE Pe meads. methods, team quitsj se ivW procedures of constru : copm, Uft Work of all trades: an work in a safe and satisfactory manner. e same Date By .ar.e. TABLE OF COMEMS SHEI!76 DESCRIPTION 1 T ical elevations, design pressures & general notes 2 Door one' details 3 Sidelde panel details and glaang detail 4 Elevations 5 Horizontal cross sections 6 Vertical cross sections 7 Vertical cross sections 8 Buckanchonng 9 Frame anchoring 10 Hardware details 11 Bill of materials and components — I I ff MAX. OVERALL FRAME WIDTH 37.8' MAX. OVERALL Snce 150 FRAME WIDTH Din s or tying 0. from laps Rem-- - - - y� 0 )r is e o X Tied bt Ox0 CONFIGURATION MAX. FRAME DIMENSION MAX. SiDELITE D.L.O. DIMENSION DESIGN PRESSURE (PSI) INSWING DESIGN PRESSURE (PSI) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X 37.5' X 98.0' N/A +65.0 -70.0 +65.0 -65.0 OX/XO 76.25" X 98.0" 20.5' X 78.25" +50.0 -50.0 +50.0 -50.0 OXo 115.01 x 98.0" 20.5- x 78.25' +50.0 -50.0 +50.0 -50.0 zp c_2 o viz O of zQ o A, m �Jd d� a� - N.T.S. c. ew JK L ar. LFS 1MNC W_- F'L-17184.7 .Er _L or j1 zalslouaA A hone ,allim fbage glee J991ta M8 008 $iroggA C7 Em goig 3 a "ski R! v vm4u$ -rtssztto?tknghse 10 164m si weistet eidT bR ?r olq srtt }b tq 'sao npi2eb sM MW - , _ z4ri� rc=.1&rotto'rsi r a�+;r�it�il� Ecta.,rs� to aneltagltoD .atrrsasat 000 l3ral sz) 'kits Mae Iota llrt03 ev'-wMez I*" Qb weivel aili! 2rwJq srtt to 2Meme* M VIM a3tiw .'tEi4Cjatto3 rn i �t' a a3 €svo .erooi9 *N3sga bps vidmwas na a buLxg teen ilaria rei vi--Bi3m. .; tot�cr as &i rpah fait caw bwm,4f= sd ol., -vnotry : amass 5�1.' fe r p. l ':9Ei 9i�r to ;.'� osyloa E~+raa r, Qa .� afj5i4'6EAbolvem .groan OM � sra�lsfi :s,�c�� eub-�otg bns.. ! iers t, sue' bna :a n Eis to AM sa s t trt+�=rs Y►41*61afto. bra sdsz as ni Alow R.1C3ients\Piastp%Inc PERMANENT\A- Fladda Product ApprovaMFL-17184 Fiberglass Door -Inswing-Outw&g(BHI)\C- Drawings\FL-171846MED(2017)\FL-171845-Rdw53-2 952Y MAX. DOOR PANE. HEIGHT N � 3 0 g 0 0 � O � � NN rr�OetEG;L= a a x z =z LZ3 E m 0 A - ^ < � 1.79 y [lm : m I-•-.1.58 O r f y X V O zmm A IiD f H�j4O V•.•� Vc6L4F••. r No.43409 PRODUCT: - Document* Propel Spo PLASTPRO Lyndom.F. sDhmldl .�i, �CQmDt:•••0�� m FIBERGLASS DOOR P.E=7>far 4Z14tt9 �i/� f•�`�� . 72 2 4 17 UPDATE TO 6M ED. 2017 FBC JK PART OR ASSEMBLY: _ Kam'` BUILDING . CONSULTANTS, INC. ... Ir 4. pl 1 4 22 15 UPOATEM 5M-E0. (2014 =FBC- JK - JliUt!'' p,0. BOx , , Valrleo, FL 33595 �+ {' NO DATE BY DOOR PANEL DETAILS DDD phone No.: 813.659.9197 REVISIONS I I FBPE C.A. No. 9813 ]14 N.W. OUILDIND CONSULTANTS IND. me rtnMl tmxA - rlanad r7W UR v m 95.25• MAX. DOOR PANEL HEIGHT 9 v _ Z c_Z JO m r 82.25 MAX. O.A. FRAME HEIGHT 78.25" MAX. D.L.O. HEIGHT j A P L2 1 w Z 16 lip Im I�i/�- 3 z .Q r• _� F N m O [p0 !cp0 O T �ro Zm 1.7'---i+—►I $CHlyj A %� V •'�OF1fgF ��' ��i O A Z No.43409 PIASTPRO L ndon F. Schmidt FIBERGLASS DOUR P.E. No. 434a9._: ��i • • �0`�� P I T fff11tt1tt�F�` to m z ry to 2 7 24T7 UPDATE TO 6TH ED. 2017) F9C JK PART OR ASSEMBLY: /��/ BUILDING CONSULTANTS, INC. IJ a in 1 4 2 iS UPDATE TO 5TH EO., 2014 FBC• JK SIDIFIM PANEL DETAILS' d1.�[�K .. P.O: Bax 23% Valrico, FL 33895 1i NO DATE BY Phone No.: 813.859.9197 REVI IONS FSPE C.A. No. 9813 Mclmlt'APIastam, Inc PERMANF.KMA - Fofda Product AppmvaMR-17184 FEerWass Door- A5va19.Oat3xln8 (El"IC - DrawIn9SVI-17184 61H ED (L017)VL-171845-8.dw0, 3-4 w � i i 4, O P co P A N P P P N A V � m V W Q V N � VA NN O z V ch Q' Q R I''III IuI II1' P W L� P A ® ® P Q P N w N ` P P fr A i Q V � 1 tN N , 0 1 13 z0P W KO X P.+ P P N P N O { 11111111 fit, ' /t No.43409 040, oPIASTPRO. PRODUCT: INC. Deeuments Parepam ey;�� Lyndon F. Schmidt �i�,l�S'•n�.0.A�10� A ry FI9ERGLASS DOOR . P.E. Na. 43408 �i7�s 2 7 24 17: UPDATE TO 6TH ED. 2017 F8C JK �1 Z PART OR ASSEMBLY: BUILOINC COCONSULTANTS, INC. " 1 15- UPDATE TO STH ED. 2014 FBC JK I-. y x y \ ELEVATIONS �/p . P-D..Box 230, Valrleo, FL-33595 NO DATE Y V N Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 20113 R.W. BUILDING Co—ULTwNra INC. venawRtn lw' NO= "oam ©© �. WEN I ER )MM DOW- DMYMWUM=g (5M)W - VM M9SVt-17lM 5TH ED (7.017)1R 17154-,04n, 3-5 i m'agl� . mm5�' _3m p pm Oms .v v ac gP 7Oo 0 3 y m m O [— f) on .r j ,, m M IA 0 A � Q cr rA+ N rn z c °z 0 X N 1'i7 A A M 0 O n yA ' v // No.4340.9 PlaSTPRO INC.' Lyndon F. Sohmldt- . v�^r 4pR!p 00,11 7 .E78EROLASS DOOR Par ON.. +3409. i_0�� ? ru m 4rynrctu�t� ` y 2 7 4 17 UPDATE TO 6M E0. 2077 FBC JK PART OR ASSEMBLY - BUILDING BUILDING CONSULTANTS, INC. I+ �. >; rn ,r 1 4 15 UPDATE To sTN ED. zD14 Fec JK HOR¢DNrac J l�yT/ PO. Bmr- 230, Votrfm,. FL- 3359S v ro NO DATE BY CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9513 ® 2012 R.W. 13UILOINC 00N911- INQ- f R: m aw T < A °a n Q N 7 N > z •' '� 1-1 /4' MIN. EMB. PP.) is O M MWIn9slri-271E4 5nt ED (Z m' m 0 O <' c� T' ni Z v < N N 0.13' C'SINK i ° 1-IM MIN. m EMB. )TYP.) •.4 z m iTJ O. O. � • O O o m ,,° G p O e. go C 0 o w 1-1/4' MIN. EMB. )TYP.) EMB. (TYP.) m 1-1/4 MIN. EMB. )TYR) ` A 4 o p °.. '00 :rO.�TQ a.. y V n y Co IS o Z n v 0 •° m • • o. . • N ``�t11111lilt,j .� F, SCNI Q ° gppp `��`v' m O O EMB. UYP.) ' • No. 43409 Q PRODUCT: PIASTPRO INC., Documents Pmpared 9y.�� Lyndon F. Schmidt °! c FlBERGIASS.000R - p:E' N-43404 Im ro ! �"fflllT111�� o y x sn +T 2' 7 14 77 1 04 2 15 UPDATE TO 6TN ED.' 2017) FBC UPDATE In STH ED. 2014 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. ��'6' 'UL L"G I� -` � V tJ NO DATE JK BY - VERTICAL.CROSS' SECTTDNS . =•-Vclrtco. Ft-33595 -..... 15 REVISIONS Phone No.: 813.659.9197 FBPE CA No. 9813 .w�=inaviwgrru, lmrctt mtNiv%-rionaa rroauct Approvals\FL-17184 Fiberglass Door -InwAn9-0utwMq(BHQ\C - Dray.Angs\FL-17184 6TH ED(2D17)\FL-171845.8.dwg, 3-7 • 4 m ° En O M M O V W T a = �D •. O 1a n 7 mn • ' ° •• C O 7 T x}� ° CA1 Z D T T O A .O..rr 1-IN MN. EMB. (TYP,J 1-1/4 MIN. EMB. (TYP.) w _ m 19 Z r2 7 24 17 UPDATE- TO 6TH ED, {2017 FBC' JK 7 4 22 15 UPDATE TO 51H W. 2014) FBC JK NO DATE" g D 2D12 R.W. BulLorrio ODN..-.1. I.. M m a�7 Z O p � V -+ t—it A C) T A r- fO a . A Q 5' n M O Z I0 S' m 20 N � a O.W CSINK 1-1/4"MIN. EMB. (TYP.) 1-1/4' MN. EMB. (IYP.) ,1111 rnrFr, SCHM �. �jCEfd�r'�1' "-s No. 43408 PRODUCT: PLASTPRO Document. Prepared By.—W wow ��i ;OpIOR••' INC. FIBERGLASS j DOOR Lyndon F.SohmidE P.M No. 43409 yq _PART OR ASSEMBLY:; �rr10�� KQ�/ BUILDING CONSULTANTS, INC. VERTICAL J 1�(/�( P.O. Box 230;-VOINeo, FL33595 _ CROSS SECTIONS Phone No.: 813.859.9197 FBPE C.A. No. 9813 R\Dients\Plastpro, Inc PERMANENT\A- Florida Product Approvals\FL-17194 Fiberglass Dow -Inswing-Outswing(BHOIc- Drawings\FL-171846TH ED Q017)\FL-17184.S-Bdwo. 3.9 F3Fe n n m i1 09 o�0 2i 17 x.m $m m O 3'AT� o ®iiOmng3p n ?O m3 ai ° ':i^R Smm$ Ly7 3 OsOmdO :[;:;�.: Sao :.,..>:..aa�� I 1 I 1 m to z rm mo'� R x A °n z c n m p 4 q. �( ;A;$ 155 MAX. �YP. )-�i - I a : s � h I a O.C. (TYP.) o ........ , w �� '3 �• � Z Z o rI.: a O K `a n a 3 SL a^ a 3 m -t7 n p 2 o= a'a of -� o= ______________________ �—�- Z 182V MAX. 1 i yP) --4 O.C. (TYP.) a 1x' O z n �z Rd ------------------------ g� ``��puunrrrrr� WYMAx O.C. (TYP.) -i (iYP.) �1 Imo- �. V •� V6FP1@••. i` •, Z Nc.43409 p,� �1 PRODUCT: '. PLASTPRO INC. Doeumanh Prepomd Eynl. Lyndon F. Sehmtdt ��••• Romp,•'' 10Dj 4. N FIBERGLASS DOOR I P.E. No. 434D9- 4�Q;q, ....�1�� frrrrNAi`�� Px r- ` z j y to m BUILDING CONSULTANTS, INC. J l� 2 7 24 17 UPDATE TO 0TF1 E0. 2017) FBC OR'"ASSEMBLY: 7 04 22 15 UPDATE TO 5TH ED. 2014) FEC '• v tJ ND DATE TJKPART BUCK ANCHORING P.O. Box 230, Volrlco, FL 33595 Phone. -No.: 813.659.9197 REVISIONS: 201 2 R.W" FBPE CA. No. 9813 3" (TYP.) G. (TYP.) 7' PYP.) Fr, G (TYP.1-1 I L 2X BUCK EO J 1X BUCK e2X �ONRY MASONRYO ENING TYP. HEAD OPENNG P O OPENING & JAMBS - - - TYP. @ - 4 HEAD AND FRAME JAMBS FRAME - - FRAME - r - - - P. - 2XBUCK TYP. ®SILL j 2X BUS TYP. @SILL u N ^ O TYP. @ SILL N a 0 - F - - - 2X BUCK F D F FRAME ANCHORING FRAME ANCHORING X XX CONCREIEANCHOR NOTES: 1. Concrafe onchorioaaflons at the comers may be adjmfod to matnhrin the mh edge crafance to r arfarJoints. 2 Concrete anchor locations noted as 'MAX. ON Cff4Wapnf be o*Med to malntaln the min. edge distance to marfarlolft additional concrete anchors may be required to entme the WAX. ON CENIER• dlmemlon are not exceeded. 3. Concrete anchor table: pNCHQR� ANCHOR MIN M1N CLEARANCE M1N CLEARANCE ?YPF° S12E EMBEDMENT' TO'1NASQ1Ujy ioADIA.�ENi ITW m iAPCON 1/4" t-1/4" r 4" ElCO UITRACON I/4" 1.1/4" i' 4' iAITW 0 3/16- 1-1/4" 3" 1-1/4" WOOD SCREW WSTAUATION NOTE: e4W— mn,4—M 1. Maintain a ndnt nWe Affl-edgedistance, 1 errr Wood screws to prevent the sp6lfing of wood. 3" (TYP.) 6" (TYP.) r (TYP.) I T L 2X BUCK — 1 — J IX BUCK _ TYP. @ HEAD AND' - - - - JAMBS TYP. @ SILL - F - D - TYP. @ SILL N - F - - - FRAMEANCHORING OXO � � u z ul N 0 z z N —. Z °o T- 02121112 i um, N.T.s. ° c. tm JK ma c or. LF5 3 amrc WL. a FL-17184.7 " a MT or 11 " -- e \OlentsTwaMm, Inc PEMNANSMA - Honda Product APPro'VaTAFL-17184 Fgegtass Door- bmvdng Outswing (BHI)\C- Drawin*FL-17184 6TH ED (2017)IR.-171M-r, .dwg, 3-10 11" A8.37S" a 3 m x ' i 6T m m f- 21r -} 2ir I 26" 9.25' i 4 tv V OD n ' x a v a � 0 m 0 v s X X C C n x JC f) 0 7t 7c 7C S S 2 m v ��• F :sCH�yi � ��. - No.43409 * :* % PRODUCT. Doeumordo P/opored. %r -/,'•'•. OR(D�.•' to V PLAS/PRO INC, FISEMWS .DOOR Lyndon .F. Sohrnidtd `�� P.E. No. n340s - o Z 2 7 24 iT UPDATE 70 6TH ED. 20T7) FBC- JK pgTTT OR ASSEMBLY: /{�T,` BUILDING CONSULTANTS, INC. I 722TI5 UPDATE To 3TH ED. 2014 FBC . �-+ y Z in J l�-1/1/ P-O: Box'230, VaKeo; FL- I" N DATE By HAREkWRE DETAILS. 33595 lIKYYl4lr Phone No.- 813.659.9197 CONw,ILT�.mw REVISI NS ,vr_ ® 2012 R.W. BIl,LO1N0 FSPE CJL No. 9813 BILL OF MATERIALS BEM a DOCRIPUON MAIML A 1XBUCK (SG>=0.42) WOOD B 2X BUCK (SG >=0.421 WOOD C )X MAX. SHIM SPACE D 1141 X 2-3/4" 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 F 1/4"X2-1/4"PFHELCO ORITWCONCRETE 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 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1/2' PFH WOOD SCREW STEEL L #10X2-1/2"PFH WOOD SCREW 11•1S'MIN.EMBEDMENT) STEEL M #8 X 2 PFH WOOD SCREW STEEL N 1/4" 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 & 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 POSH) 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 >= 0.491 1 WOOD 2D HEAD 3 SIDE Jamb LC----4.66".� j !-- 244" 2.13" A 21 HEAD d SIDE PoVfiberlamb IDEMSPAgM 29 HSIB 4.56" 4.W 31 O 1NG THRESHOLD QOSH 32 ADA SILL RHC L* Tj-Itf o I T 36 O lyfNG ADA BUMP THRESHOLD OSHC 33 iSCSI SWING TI RESHOLD Cam/doull /. ICI SIDEUIE THRESHOM IS H/ EIS L m JK i c er. LFS 3 JA7Na ML. C FL-1T184.7 " 0 ET 11 or 1T "