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HomeMy WebLinkAboutGLAZED FIBERGLASS DOORSplastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOORS SINGLES w/ or w/o SIDELITES INSWING / OUTSWING "NON-tmmc 'r 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 bome debris protection, this product is required to be protected With an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. _ For 2x stud framing construction,_anchoring of -these units shall be the same as that shown for2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require er engineering analysis by a licensed engineer or registered hitect. TABLE OF CONTENTS HEErd DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door& Sidelle panel details 3 Lite from glaang detais 4 Elevations 5 Horizontal cross sections 6 Horizontal & Vertical Cross Sections (2X Buck) & Vertical Cross Sections (iX Buck) Horizontal & Vertical Cross Sections (Direct to Masonry) Vertical Cross Sections (Thresholds) KHorizontal Horizontal & Vertical CrossSections (Direct to Masonry) Buck anchoring Frame anchoring & hardware details Bill of materials and components � = �Z "S" MAX. OVERALL FRAME WIDTH 37.25'MA7G 379MAX. FRAME WIDTH��FRAME WIDTH'1 S W = �3 o x o 0 O Ll Ll o 0 0 X OX XO 0' ° n 1�1 IIIIII�.. zoo UN."Z m (� ` \ O m Z O Z. U E. m ` ` t'1 \\V C 0. u zo g p o 0. m d a m d E oZ Nw 8 3'rL ' IGURATIONWING _ ,NEGAflVE = MAX DESIGN PRESSURE (PSFJ DESIGN PRESSURE (PSF) OUTSWING=�: POITE_ NEGATIVE `X 37.5" x 82.0" N/A +47.0 -47.0 +47.0 -47.0 r 74.75'x 82.0" N/A +35.0 -40.0 +35.0 -35.0 x/xO 75.5" x 82.0" 1x +40.0-- -45.0 +40.0 -40.0 76.25" x 82.0" 2X +50.0 -50.0 +50.0 -50.0 112.0" x 8z.0" N/A +35.0 -35.0 +35.0 1 -35.0 Ox0 113.5" x 82.0" Ix +40.0 -45.0 +40.0 1 -40.0 115.0" x 82.0" 2x +47.0 -47.0 +47.0 1 -47.0 LE N.T.S. 9 BY. JK m' BY.- LFS 3 WING NO... tt FL-17347.1 " 0 IT _L or 13 N - E I i R:\Clients\Plastp%Inc PERMANENT- Florida Product Approvals\FL-17347 Fbergiass Door - Impact-nonimpaU\C- Drawings\FL-173476TH ED(2017)\FL-173471-2.dwg, 21 79.2S, MAX. PANEL HEIGHT IJ � 0 o A O B V O pAo m rA0 •. 2 I— 38.19" I N �`-ynnl%y. 1pp11 K I O �o O O A S a O �0 G� i s1. �o 1 p � A � •i � � 1�. �A A N � 1T_I O V• yj �•/i S. K n t�'i OO pN o i il 5' 14 Go T n_ om 0 08 3 n1c -�g z m r n Z r .Z. I NI— o A 2 m ° . CD 55 'A I0 T CS C n ^G A n N 0-0 O A a' a A O`� �SCHA& c ' No.43409 i x a PRODUCT: Documents Prepared By: �� •.• F PLASTPRO INC Lyndon F. Schmid! '��� •�ZOHiDA•••0 `��� IN 1 0 FIBERGLASS DOOR P.E. No. 43409 ��a�QNAt 00\�`` T W °• r• y 2 27 17 UPDATE TO 6TH ED. (2017 FBC JK PART OR ASSEMBLY: K�//j� BUIG CONSULTANTS, INC. IV y X 7 1 04714115 UPDATE TO STH ED. 2014 FBC JK Jl•(/(/ P•0LDIN. Box 230, VGlrico, FL 33595 L+ NO DOOR & SIDELIIE DATE BY PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ® 2014 R.W. BUILDING CONSUL-- INC. RAOfents\Plastpro, Inc PERMANENAA- Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpact\C- Drawings\FL-173476TH ED(2D37)\FL-173471-2.dwg, 11 - it 65.89' MAX. LIGHT FRAME HEIGHT 63.13'MAX. D.L.O. HEIGHT to I s X O v m� IA Iwo III J_ 10.5' xf-- 6.S' 12.75" O.C. GO c �K 0I ' o O z i F� 0.57, 0 I m o J 65.BB" MAX. FRAME HEIGHT ' i 63' MAX. FRAME HEIGHT — v y y � r 0 D O ? m _ v -v -- 3,25' (TYP.) N O� IOA 1275' O.C. (TYP.) —�--�� —10.5' (TYP.) da c1 0, aX C A A z 6 ti Z17 S y m O 0.56, SCHMjO'''�/ G No.43409 °7 g PRODUCT: Doeumenta Prepored B :, Y , ` PLASTPRO INC Lyndon F. Schmidt /// •'• RVCI .•-''(s1���� FIBERGLASS DOOR P.E. No. 43409 /,�i3%%\`� •o� W r— y D�a 2 7 27 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: e� BUILDING CONSULTANTS, INC. Iv (0 1 04 14 15 UPDATE TO 5TH ED. 2014) FBC JK LITE FRAME )/�/ P.O. Box 230, VDlrco, FL 33595 U+ NO DATE BY GLAZING DETAILS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ® 21314 R.W. BUILDING CONSULTANTS INC. R:\Clients\Plastpro, Inc PERMANENT\A- Florida Product ApproItalAFL-17347 Fiberglass Door -Impact-nonlmpact\C- Drawings\FL-173476TH ED(2017)\FL-173471-2.dwg, 4.1 - C aA OA YC O •O N 0 � C V Q A p N OpN �I N AN I I ' pW WV 401. . Irn •O N ' X A A OD A V A V �0 O Z E�- On O. tr A q-) O P V1 07 V1 CW ODW V W O+W I O.A ODA Z OdO NO• OnA NN .o A .ON d SCHMjO No. 43409 2 i PRODUCT: Documents Prepared By:. �' F B PLASTPRO INC Lyndon F. Schmidt ��i'C ••'••RCRIDR••�� `��� FIBERGLASS DOOR P.E. No. 43409 Q, �+ —1 m PART OR ASSEMBLY: �n,r / BUILDING CONSULTANTS, INC. Iw y X N _UU P.O. Box 230, VDlrico, FL 33595 ELEVATIONS Phone No.: 813.859.9197 REVISIONS FBPE C.A, No. 9813 0 2014 R.W. BUILDING CONSULTANTS INC. INODA 7 17 UPDATE TO 67H E0. 2017 PBC JK 14 15 UPDATE TO STH ED. 2014 F8C JK TE BY i R1Qients\Plastpro, Inc PERMANENT\A- Florida Product Approvals\FL-17347 Fiberglass Door- Impact-nonimpact\C - Drawings\FL-17347 6TH ED (2017)\FL-17347.1-2.dwg, 5.1 • % fir_ 0 o In v fn W ... ? 2 7 27 17 UPDATE TO 6TH ErD 2017 FBC JK 1 04 14 15 UPDATE TO SiH E0. (2014) FBC JK NO DATE BY E�C T N0.43409 ? - T; PLASTPRO INC Documents Prepared Br. Lyndon F. Schmidt '-1,0%. FIBERGLASS DOOR P.E. No. 43409 �isS/ BUILDING CONSULTANTS, INC. R ASSEMBLY: HORIZONTAL J 1 4V P.O. Box 230, VDlrico, FL 33595 CROSS SECTIONS Phone No.: 813.659.9197 52D1G R.W. BUILDING CDNBUI—WB INC. its\Plastpro, Inc PERMANENT\A- Florida Product Approvals\FL-17347 FlbergI lass Door - Impact-nonimpact\C- Drawings\FL-173476TH ED(2017)\FL-17347.1-Z.dwg, b.1 0 N p ®tn rp H Z Q N fD CDraO• e C O °ate r e Dmc O m o: e B t]. 3 N oCL M CO m a 3 ID a O O ; 07 70 m im r M Z c3 0 O Q - Z .o 70 Inc V t Iz qp- c i � r 3 O 0C 'o v 0.15' C-SINK (TYP) � ���lnuruq�r EMB. (TYP,J �J V,.•' uCFlVN�'• ;i' �� 1-1/4"MIN. I I z No.43409 EMB. (TYP.J 'Fir.� • IO7 IL ® per $ � w_w. e anu p fN P nwn PRODUCT: PLASTPRO INC. FIBERGLASS DOOR 0ocumento Prepared By:', •, `� Lyndon F. Schmidt P.E. No. 43409/7��Q�A`„��� BUILDING CONSULTANTS, INC. P.O. Box 230, Valrlao, FL 33595 phone No.: 813.659.9197 FBPE C.A. No. sB13 2 7 27 17 UPDATE TO 6TH - (2017 FBC JK PART OR ASSEMBLY: HORIZONTAL &VERTICAL CROSS SEC710NS (2X BUCK) 1 04 14 15 UPDATE TO 5TH ED. (2014 FBC JK NO DATE BY REVISIONS rnun,,, re•.'G wn_ 3 F tt iU [ 133H3 L6 0 t'£Lt—lJ VON OMMV80 Sal ae NH3 Z (-puns Su. —I) uMoys Buwstn0 S J'Ns �onq-gns Xl !M uMo4S rL NOLD35 SS0801VOLL13A S -11 (Iwuns Buvnsul) uMoys Buwstno lon - ns Xl M umo S L NO[l03S SS0801VINOZIMOH £ ('dAl) '9W3 A V ilk e a SOIN31Nl aOla31X3 m A m_ ' a 1 Z310N33S a. �Oo ' z �z V (AN N ? V �xz vIp c� d 02 0 3 U35 i,- av (mllwls6L-1)uMo4s&Wspo cmiy 3 c�� )pnq-gmXl /M-4S L z � < A NOLL03S SS0801V0U83A iY ms� •• o —.< 6c �� � ao(a3iNl ao)a3ix3 yr L L a� m' n z° 3 o> ; � 6 �oPF on o tNA C, m ro 0mom yax0 o o $ �qu rflr��r c. CID F u 7 co En EnLn *loop of {uaoo[Po PUG wog ,$•y TX to louoplppo Z'auluatuao 0 t 31ON 93S t 'Pus yooa wog S :ps g poay 01 watl Jol Bu-dS'Z (lo{ot g) gwof atpapp Buolo paoods Aponba ajow S puo pus yaoa wog °9.1 wall io; BupDdS • t 3LON (rotnuls BulMwl) umoys BU.WSOO Pow BU--ul) —4s ouln wo �onglgns Xt /M—oyS L Nonq-gns Xt /M umo S L NOL 03S SS0801VINOII30H t NOLL 33S SS080 7VINOI180H L s0la3m NOW N1 INTERIOR E MIOR rl-"N HORIZONTAL CROSS SECTION g Shown Direct to Masonry Outswing shown (Inswing similar) p , '.r 2 HORIZONTAL CROSS SECTION $ Shown DMW to Masonry � Outswing shown (Inswing similar) t E ) D. — v NOTE: 1. Spacing for item L• 6' from each end and 3 more equally spaced along sidefde jamb (5 total). 2. Spacing for item L @ head & sll: 6" from each end, I @ centedine, 2 additional at T & 4.5' from end adjacent to door. 50 L SEE NOTE 1 1-1/4'MIN. EMB. (TYP.) 3 HORIZONTAL CROSS SECTION $ Sown Dec to Masonry Outswing shown (Inswing similar) c EXTERIOR LJO INTERIOR 4 VERTICAL CROSS SECTION $ Shown Direct to Masonry Outswing shown (Inswing similar) SEE NOTE 2 50 EXTERIOR INTERIOR rS1 VERTICAL CROSS SECTION �$ J Shown Direct to Masonry Outswing shown (Inswing *nilor) Z a L 01 51 ............ N LL Z ��Il�jll O 01 y M fill, 41 01zdmo r� m O x 2d a zm ma ° 7a.cm d G E v= cw S 3d OZ UO y A UO ZOp FO 4w < j �I 0 oz O N� 2y JK LFS x7F-1o3mrca? 47.1 ET 8 R:\Clients\Plastpro, Inc PERMANENT\A- Florida Product ApprovalAFL-17347 Fiberglass Door -Impact-nonimpacK- Drawings\FL-173476IH ED(2017)\FL-17347.1-2,dwg, 9.1 1-1/4" MIN. I 1-1/4'MIN. EMB. (TYP.) EMB. (TYP.) H v7�j IA IA O r m ;. v.,•v ca I0 A ... 2 e oN. 1-1 /4" MIN. EMB. (TYP.) Q� it 11 • Illlwwww�t`�.. `, �i�J • u 1-1 /4" MIN. EMB, (TYP.) oT �a N Z Q O I� A lo n � l�* CD m •o W Cj 0 • d N la0 g _ CD to 3 : =s 3 g a ,_ 9— A �• tq ti ... V •� �CEN9F'•.1` �� `�J ' � No. 43409 1-1/47MIN. * * EMB. (TYP.)/'z r• a $b y PRODUCT: Documents Prooarad Sy:,�W,.• `� Lyndon F. Schmidt 6 .....O. I PLASTPRO INC FIBERGLASS DOOR P.E. No. 43409 I� z o 7 27 17 UPDATE TO 6TH ED. 2077) ABC JH PART OR ASSEMBLY: r W r y 2 /r BUILDING CONSULTANTS, INC. 04 14 15 UPDATE TO 5TH ED. 2014 FBC JH V V1 1 VERTICAL CROSS cO liW P.O. Box 230, Volrico, FL 33595 DATE BY NO SECTIONS (THRESHOLDS) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ® 2016 R.W. Sui-Nn Cmislsu 4NT6 INC. f MAX. 1.25" MIN. != MAX. m 2" MIN. �• E f7(iERIORINTERIOR FXfERIOR INTERIOR r61 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION i0 Shown Direct to Masonry 10 Shown Direct to Masorry Outswmgonly w/4-9116jamb Outswing only w/6-9/16'jamb NOTE: Single door only (N/A W/ Sidefites) 1.Spocing for item L• O from each end and 3 more equally spaced along siderde jamb (5 total). 2.Spacing for item L 0 head & sID: 6° from each end. 1 centerline, 2 additional at 3° & 4.5' from end adjacent to door. C Z� INTERIOR c— 1-1 /4°MIN. EMB. (TYP.) SMOR _Z 15" : MAX. m 2' �++ MIN. SEE NOTE 2 NTERIOR INTERIOR 8 VERTICAL CROSS SECTION 10 Outsswing only w 6-9116yjamb y 2 C FOZ a oo c b EXTERIOR v �!— v SEE NOTE 1 1-1/4" MIN• EMB. (TYP.) 5 HORIZONTAL CROSS SECTION 10 Ou�tswing only to Masonry /' jamb IllimiL•y DGE18C 1-1 /4' MIN. EMB. (TYP.) EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 10 Shown Direct to MasonlY 1 p Outswing only w/ 6 9/16 Shown Direct to Masonry 10 Shown Direct to Masonry jamb Outswing only w/ 4-9/16' Jamb Outswing only w/ 4-9116" jamb Single door only (N/A W/ Sidelites) Single door only (N/A W/ Sidelites) b- a N O:J�U A D 0; .yF,N o Nmz Z m Z U Em omm N a �a maam 14 c p u [ W �! 0 j LL JQ U� zD �o � M. JW s au m am U 0 00 0 a En SCAM N.I.S. 4 HORIZONTAL CROSS SECTION -G. BY. JK j Q Shown Direct to Masonry mat BY. LFS 3 OuWng only w/ 6-9/16 jamb owmNB No.. B FL-17347.1 c SHER 10 OF 13 � I R\Cllents\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpact\C- Drawings\FL-17347 6TH ED (2017)\FL-173471.2dw% ill 0 0 Z n N I 16" O.C.--I----�i ' ( MAX. (TYP) s 1 i I I I 16'. O.C. MAX. (TYPI (Typ) I 'p .I 0 0 O A I C E A Z I � A 4° 161,O.C. aYP)--I I-- v,' Vo�/eF• �� MAX. (TYP) • No.43409 IVz T �' 11 W x -•I N a ry o Dp 2 1 NO PRODUCT: PLASTPRO INC FIBERGLASS DOOR Doeumenta Prepared ay— - � Lyndon F. Sohmidt �••• • �a;0�• •(1� `��` P.E. No. 43409 �i// ID...... V��/�% BUILDING CONSULTANTS, INC. JI�U!/ P•0. Box 230, Valrico, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 7 27 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUCK ANCHORING 04 14 15 UPDATE 70 57H ED. 2014 FBC JK DATE BY REVISIONS I 0 2014 R.W. SUILOINO CaN911LTANT9 INC. I £L86 'ON 'YO 3d8d 46L6'699'£L8 :'ON eu04d q 969££ ld 'O-PlOA '0£Z XO8 'O'd 'ONI 'S.LNVi-InSNOO ONI011f18 v'Qjyp�y!'''''��ji bO iPIW40S '3 � �i:As P..d.d cyuou C,Jz6 ```%% STV130 38VMQHVH -8 ONIaOHONV 311Va3 'Al8W3SSV 86 a000 SsVlOa381d ONI OadlSVld A9 I 31V0 ON HP 08d '(410Z '03 H19 OL 31VOd0 91 fl 40 l 31r 08d (Clog) '63 H19 Ol 31VOd1 Ll LZ L Z W o z� =a w O ' y Q NW ewer do doi (dul woad.LC'6 0,lY O R '82�g1 7m Ymac u L O Z 73mi u7 9_Z ,m Y egg ❑ 2 x �cS �+S � O 2 X c�S c�S � p X �cS c�S p r � C � p W p Z S C eWVrdo S S'E7 d01 WONd „90'6E � r• 5 0. o. a0 O�til I .19 FT 1 to <! 1 1 ova � ia _' z � i E G �om�OJm�J„J v- J > O� Z > w0��. pry (dul I� (du) 'xvw F-Z� ggd O O J ITl m N a i _ Q E3 1 1 I �^ I mo. W p}, P` Y 0 O 0 WAL ' p9 O'0,.4I O p_ Z I�oKr�u YY �mGC wyw C $a W Q � I y Z C Y U Z w C 1 I - 1 O}a'� Z p O _. d '7 ^2 O Z z ^ NI Yn 9 Li G BILL OF MATERIALS REM # DESCRIMON MATERIAI. A 1XBUCK(G>=0.42) WOOD B 2X BUCK (G >= 0.42) WOOD C 1 /4" MAX. SHIM SPACE - D I/4' X 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 F 1 /4' X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16"x3-1/4"PFH ITWCONCRETESCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J #10 X T PFH WOOD SCREW STEEL L #10 X 2-1 /7' PFH WOOD SCREW (1.1S' MIN. EMB.) STEEL M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL N 3/1 G' X 2-3/4" ITW CONCRETE SCREW STEEL P 1/4" X 2-1/4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. 4 1 X REINFORCEMENT (G >= 0.55) WOOD 5 2XREINFORCEMENT (G>=0.55) WOOD 6 DOOR SWEEP PVC 7 WEATHERSTRIP (ENDURA FORCE 5) FOAM 9 #9 x 3/4" PFH WOOD SCREW STEEL I I V X V HINGE STEEL 12 LATCH STRIKE PLATE STEEL 13 DEADBOLT STRIKE PLATE STEEL 20 INSWING THRESHOLD ALUM/COMP 21 INSWING THRESHOLD w/ SIDELITE ADAPTER ALUM/COMP 22 OUTSWING THRESHOLD ALUM/COMP 23 OUTSWING THRESHOLD w/ SIDELITE ADAPTER ALUM/COMP 24 ADATHRESHOLD ALUM 25 OUTSWING THRESHOLD I ALUM/COMP - - 26 -- -INSWING THRESHOLD- ALUM/COMP- 40 DOOR PANEL 50 SIDELITE PANEL CONCREMANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CL34nr must be adjusted to maintain the min. edge distance to modarloints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ;l1NCHOR ANCHOR MIN MIN CLAlLANCE MIN 0EAiRA1NCE . TYPE SIZE ,.._ EMBEDh'lEfl/' TO MASONRY , TDADJACEliII;; ITW BUILDEX 3/16" 1-1/4" 3" 1-1/2" TA CON' 14" 1-1/4" T 4° ELCO ULTRACON® 1/4" WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edge distance, Pend distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. Cli 1—I 2.44' --2.13" � - 0 POLY FIBER JAMB :r I- 4Zir ^I 20 INSWING THRESHOLD Endura (Z•Sedes) SIDELITE ADAPTER N 4.56" INSWING THRESHOLD W1 SIDEUTE ADAPTER 21 Endura (Z-Sedes) 4.56- OUiSWING THRESHOLD 26 DLP o Imo— 2.12" N ham— 4.57" 27 INSWING THRESHOLDw SIDELITEADAPTER DLP 4.56" 24 ADA THRESHOLD DLP O MET Fes--- 456' t n� OU13WING THRESHOLD Endura (Z-Series) SIDEM ADAPTER in Imo--- 456' — �{ 23 ODISWING THRESHOLD w SIDENIE ADAPTER Endure (Z-Series) - - -. i a r. W.- --- - ---rd Oil 26 IDN1WNG THRESHOLD v Em y°a LLa co oZ Cw Jd G U� zo 0 Es gW 0 m lL m M U M � � n rz c� o m U) OCD UN •; i p2 m om a . t In G. 0_ SCALE N.T.S. M. BY: JK aac BY; LFS DRAWING NO.: FL-17347.1 sHEEr 13 OF 13 32 BHO OOOr$ CXTER)OR DOOR SY5 E2 ij IMPACT RANeO�111. 6 YqA wq P-, a -YP 2� ft,pW�&zs1w, DEV:�)RATIV'M V'(W-C'avomg 0 Woo& :� Y -51OR (Wo wyfti-lb) N" r L&A: C1?V T NUI t ALL DOORS FEATURED ARE -1 jjU 3 CGMT 119Ai0V Structural and impact rated No shutters required Florida Whid,Borne Debris (W8D) Impact Structural and 'impact -rated No shutters required ,r-or code approvals, please seepage 88-89- 686RU 694RLI Forp)ore details see Code Compliance Guide on pages 3-5. R 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 4 Product Category Sub Category Manufacturer Product Name Plastpro Inc. Glazed Fiberglass Doors Exterior Swinging Exterior Door 5200 W.:Century Blvd. Singles Doors Assemblies Los Angeles, CA w/ orw/out Sidelites Phone 440.969.9773. Inswing / Outswing - "Non -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 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 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 is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 &R3011.2.1.2. 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-17347.1 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FLA7347.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard i Testing Laboratory Signed.by TEL 01391144 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K. Wright TEL 01390244 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K. Wright TEL 01390410 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K. Wright TEL .01391120 TAS 201, 202 & 203=94 Testing Evaluation Leb.,lnc. William B. Shelton, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL-17347.1 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc., is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. � a�ee��eei/s� •' S ee♦41A. 0 _©STMTE OF ; ua� Lyndon F. Schmidt, P.E. moo 4 O1FL PE No. 43409 wveFs,/, ae.••••�GU�o-9/25/2017 Sheet i of 1 oea®,0401As zsa�°