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HomeMy WebLinkAboutProduct Approval FLOMOACIEPARMNT 0A Business Regulation BCIS Home I Log In ! User Registration Hot Topic I Submit Surcharge I Stats&Fans ! Publications I FBC staff I BCIS Site Map Links Search ! Florida OU+; Product Approval 7�t USER:Public User d., pr-tyywits 7,n�s- ii�lcm i Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15221-R1 Application Type Revision Code Version 2014 Application Status Approved I I Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp.' Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com I Category Exterior Doors Subcategory Swinging Exterior Door�Assembliesl Compliance Method Evaluation Report from)a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-'Hardcopy'Received i' Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 I Validated By Ryan J.King,P.E. O Validation Checklist-Hardcopy Received Certificate of Independence FL15221 RI COI Certificate Of Independence odf i Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By I' i� i' Sections from the Code Product Approval Method Method 1 Option D I' Date Submitted 04/17/2015 1 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015JI j Summary of Products FL# Model,Number or Name Description 15221.1 a.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Opaque'Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door I , Limits of Use Installation Instructions Approved for use in HVHZ:No FL15221 RI II Inst 155221.1.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by IndependentThird Party:Yes Design Pressure:N/A Evaluation Reports :' Other:See INST 15221.1 for Design Pressure Ratings,any FL15221 RI AE Eval 15221.1.pdf additional use limitations,installation instructions and Created by Independent!Third Party:Yes product particulars. 15221.2 b.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Opaque Fiberglass Single Door with Grain/Rustic/Mahogany Series 0 Transom and Sidelite(s) jInswing/Outswing(O/X,0/OX or Fiberglass Door O/XO,O/OXO;-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15221 R1 SII Inst 155221.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent,Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15221.2 for Design Pressure Ratings,any FL15221 R1 i AE Eval 15221.2.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15221.3 c.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Opaque Fiberglass Single Door with Grain/Rustic/Mahogany Series 0 Sidelite(s)-Inswing/Outswing(OX or XO,OXO-Continuous Fiberglass Door Head and Sill Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15221 RI: II Inst 155221.3.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.°Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ,j Other:See INST 15221.3 for Design Pressure Ratings,any FL15221 Rl' AE Eval i'15221.3.bdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15221.4 d.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Opaque Fiberglass Single Door with Grain/Rustic/Mahogany Series 0 Sidelite(s)-Inswing/Outswing(OX or XO,OXO- Fiberglass Door Configurations) I, Limits of Use Installation Instructions Approved for use in HVHZ:No FL15221 RI II Inst 1:55221.4.1)df Approved for use outside HVHZ:Yes Verified By:,Lyndon F..Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation[Reports Other:See INST 15221.4 for Design Pressure Ratings,any FL15221 R1 AE Eval,15221.4.Ddf additional use limitations,installation instructions and Created by Independerit Third Party:Yes product particulars. 15221.5 e.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Opaque Fiberglass Double Door with or Grain/Rustic/Mahogany Series 0 without Sidelites-Ins wing/Outswing(XX or OXXO- Fiberglass Door Configurations) i Limits of Use Installation Instructions Approved for use in HVHZ:No FL15221 R1 II Instj55221.5.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports' Other:See INST 15221.5 for Design Pressure Ratings,any FL15221 R1 AE Eval 15221.5.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. i 615221.6Df.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration) Fiberglass Door \.i Installation Instructions: Approved for use in HVHZ:No FL15221 R1 II Inst 155221.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports d Other:See INST 15221.6 for Design Pressure Ratings,any FL15221 R1 AE Eval 15221.6.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15221.7 g.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series O Transom and Sidelite(s)-"IInswing/Outswing(O/X,O/OX or Fiberglass Door O/XO,O/OXO-,Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15221 RI II Inst 155221.7.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by IndependentlThird Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15221.7 for Design Pressure Ratings,any FL15221 R1 AE Eval 15221.7.Ddf additional use limitations,installation instructions and Created by IndependentThird Party:Yes product particulars. i. 15221.8 h.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed,Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series O (s)-Inswing/Outswing(OX or XO,OXO-Continuous Head Fiberglass Door and Sill Configurations) Limits of Use Installation Instruction's Approved for use in HVHZ:No FLIS221 RI II Inst 155221.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by IndependentThird Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15221.8 for Design Pressure Ratings,any FL15221 R1 AE Eval 15221.8.Ddf additional use limitations,installation instructions and Created by Independent'Third Party:Yes product particulars. 15221.9 1.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series O (s)-Inswing/Outswing(OX or XO,OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15221 RI .II Inst 155221.9.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15221.9 for Design Pressure Ratings,any FL15221 R1:AE Eval 15221.9.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15221.10 J.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with or Grain/Rustic/Mahogany Series O without Sidelites-Inswing/ Outswing(XX or OXXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15221 R1-II Inst 155221.10.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,'P.E.43409 Impact Resistant:No Created by Independent'Third Party:Yes Design Pressure:N/A Evaluation Reports I' Other:See INST 15221.10 for Design Pressure Ratings,any FL15221 R1!AE Eval I5221.10.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. J, Back Next ^i I 'I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an WEED employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want youre-mail address released in responselto a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuantto Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: • i, I I i, III I R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry B P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of AuthDrization No.9813 i Product / / / I Date: I Product Sub Category Manufacturer Product Name Category Plastpro,Inc. Smooth/Wood'Grain/White Wood Grain Exterior Swinging 5200 West Century Blvd. Rustic/Mahogany Doors Exterior Door Los Angeles,CA 90045 Series O Fiberglass Door Assemblies Inswing/Outswingc::!!Non--impact" I, 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.61G20-3, Method 1 D of the State of Florida Product.Approval, Department of Business&Professional Regulation. I 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. I Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)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 orstucco. 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 Section 1609.1.2 of the Florida Building Code. 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-15221.6 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-15221.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ETC-10-209-24642.0 ASTM E330-02 ETC Laboratories Mark Sennett ETC-10-209-24644.0 ASTM E330-02 ETC Laboratories. Mark Sennett TEL 01390365 TAS 202-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. I 2. Drawing No. Prepared by Signed&Sealed by No.FLA 5221.6 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. i 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. I 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plast ro;Inc.is manufacturing products within aqualityT` =, 6t '''• assurance program that complies with ISO/IEC 17020 and Guide 53. fv �;ry -,° tib', �iv�;°•;, s> w a `i'v0 43411,19 ma w Ssi ' Lyndon F.Schmidt,P.E. FL PE No.43409 4/17/2015 Sheet 1 of 1 �'7�'aS'„fkGeb559° plastpro II..��37.517'MAX.OVERALL =Z'� o': FRAME WIDTHo: =� m 5200 W. CENTURY BLVD. z * �:orI' om ��j.• �yGJ ¢cin .LOS ANGELES CA 90045 => ///!1111111 u N „Z ------ ----- _ Z IG Z O m U 0 e ' Smooth /Wood Grain/White Wood GrainZ z ' \�1V� g �z Rustic/Mahogany 3Lj Fiberglass Door tE INSWING/OUTSWING _ 0 "NON-IMPACT" z W W • zp ZO� N GENERAL NOTES O O U K UN 1. This product has been evaluated and is in compliance with the 5th Edition $ o 0 w (2014)Florida Building Code(FBC)structural requirements excluding the W / a a D_ �4 "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor m embedment to base material shall be beyond wall dressing or stucco. V 3. When used in areas requiring wind bome debris protection this product is ; required to be protected with an impact resistant covering that complies N with Section 1609.12 of the FBC. o i 0) 4. For 2x stud framing construction,anchoring of these units shall be the same ?, that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. MAX = MAX GiASS - DESIGN.PRESSURE(PSO Z < SVWNG FRAME D:LO OfMENS10N ;DfMENSION iYPE`_;M1 POSITIVE NEGATNE` w TABLE OF CONTENTS G4 +35.0 -35.0 R R h o SHEEN DESCRIPTION sINSWING 37.5"x 62.0" 21.0"x 63.0" Gl,G3,GS +45.0 -45.0 0 0 0 1 Typical elevations,design pressures 8,general notes 2 Glazing details G2 +50.0 -50.0 DATE: 2/15/12 a 3 Door panel details9G4 H SCALE N.T.S. 4 Horizontal cross section + owc.er: uK m 5 Vertical cross sections OUTSWING 37.5"x 80.50" 21.0"x63.0" G1,G3,G5 +45.0 •45.0 s 6 Buck and frame anchoring 7 Bill of materials and components G2 +50.0 -50.0 DHA.6Y: LFS $ DRAWING NO.: R FL-15221.6 0 b sHEEr 1 OF 7 N v d 23.88"MAX. * FRAME WIDTH �` ............. 23.88"MAX. `� � �' l� i� n 21.0"MAX. FRAME WIDTH 21.0 MAX. BOLT 1/2"GLASS BRE � o to n D.L.O.WIDTH D.L O.WIDTH (24 PLACES) X,:*�r GASKA TAPE =V:6 `F * a 20 �N•;9 Z F:O� 6'm, GOVERALL :��' ... "g�� C;V) -0- GLASS° GLASS THK. �i�• �GqO� >>° 0 m x INTERIOR 1/8'TEMPERED /��11* �� % z o m o GLASS �� u ,z x AIR SPACE u E m z m m o - - -- - - --- - 9 _ - - .-- - - -- - - r - -- - - ----- -- _ -— ° a a - --- x LL O - -IRON-PANEL_. ------ -- -- : a_N _- t O Jo 1/8"TEMPERED 4 m a,(°i- U GLASS c Z �_ = EXTERIOR � 0� b NYLON SUPER SPACER° o a BOLT THERMAL BREAK (TYP.) �I l� � G5 GLAZING DETAIL 3M VHB TAPE 9 21 5 Me GLASS BRE �� o SNAP IN LITE FRAME 6'R 1/2"GLASS BRE m Z (TYP) .� 3.0" I"OVERALL GLASS THK. (TYP) 1"OVERALL GLASS THK a m WROUGHT IRON FRAME INTERIOR GL TEMPERED INTERIOR GLASS EMPERED GLASS o z 0 23.88"MAX. a FRAME WIDTH SNAP FRAME INTERLOCK 813" AIR SPACE AIR SPACE21 WMAX a a Fb OPTIONAL 1/8"TEMPERED m D.L.O.WIDTH ° o DECORATIVE INSERT GLASS U EXTERIOR GLgAsspERED 4 EXTERIOR ALUM SPACER g 9 SUPER SPACER° GLAZING DETAIL 6 'o o 21 (EDGEfECH) G3 z rs G4 GLAZING DETAIL Q p 0.313" *QR p xi SNAPFRAMEASSEMBlYDETAIL GLASS BRE3 7/16"GLASS BRE-4 (SNAPS TOGETHER 28 PLACES)o VERALL GLASS THK. i ti 1/8"TEMPERED GLASS1/2"OVERALLGLASSTHK. 4 ITYP•I 1/8"TEMPERED GLASS(SOUTIAPVB NTERLAYER AIRSPACE)1/8"TEMPERED GLASS 1/8"TEMPERED GLASS ° AIR SPACE � 2 15/12 12 ALUM SPACER sr•ic. N.T.S.1/8"TEMPERED GLASS BwB,er: JK '325' ALUM SPACER 6BY: LFS (TYP) G2 FRAWING No.: o GLAZING DETAIL N ODL LITE FRAME TdmSte Sound Bander G1 FL-15221.6 a N OSHEET_,L BF a EXTERIOR 00 *I\L11' 0.7' TOP RAIL 'o F 3 4 9 20 28" (COMP.) _I- " JS M tq Do 4c pf P.;', • 1z- - _-------- =-__— - — - E N 0LIL G1 G2 G3 G4 G5 -m-a:a CAP(PVC) HINGE STILE(LVL) INTERIOR LATCH STILE(LVL) ( - -_ - _-------- , - -— — - CAP PVC) s• v m cz° - 8 HORIZONTAL CROSS SECTION 3 4 9 20 r� 35.75"DOOR Zo WIDTH HARDWARETABLE INTERIOR EXTERIOR -� MAX DESIGN a L PRESSIfRE PS c� a a MANUFACfURER MODEL a POStTlVt NEGATIVE: KIVIKS _ KNOB SIGNATURE SERIES !"i 0 0 m � DEADBOLT.SIGNATURE SERIES(780) +50.0 50.0 G1 G2 G3 G4 G5 0l a KNOB:"F'SERIES(F10) a 3 o SCHIAGE LEVER:"F'SERIES(F10) +45:0 -45.0 DEADBOLT:'B"SERIES B60/62 m ui SCHLAGE HANDLE SET W/DEADBOLT:"F'SERIES(F60) +45.0 -45.0 = FOAM CORE O �( (POLYURETHANE- $ O '` O 1.9 PCF MIN.) z / FIBERGLASS SKIN n / (0.075'MIN.THK.) cti e / a SEE HARDWARE TABLE •° ' BOTTOM RAIL oQ (COMP.) • `� z 0 O [Gi 1 DAIS 2115112 i 3 sr N.T.S. ° s DOOR PANEL 2 VERTICAL CROSS SECTION M.BY: JK m ge 40 Ploslpro CHK.Br: LFS d FIb0rA1G55DRAWING NO.: N n FL-15221.6 0 N o SHEf 3 OF_Z_ e R:\Oients\Plastpm,Inc PERMANENT\Rorida Product Approvals\R-15221\C-Dmwin9s\Cunent\FL-15221.dw9,4.6 I' I Ate' 4 I� I EE) v ' 040 ` v a m o W v � I r .L..,.. MPIP N s Z o N 9a 10 V O Cq n z u! N O O O y O x n o Z < I Tr CL C, A 0 o ,� > z ° 0 Z N m W I A N II I, N o Z r V r— y<O T• y O O " O� N I v i, CL :'q m 'I I � ' / No.43409 PRODUCT: Documents F'ropared By.� FlBPLASTPO INC. E GR LASS DOOR P�NoFaiaos Idt 111A tG;%3,```; N r— -1 '57 PART OR ASSEMBLY: /��{ '!BUILDING CONSUmms,1 INC. c" (A 1 04 14 15 UPDATE 70 STH ED. (2014 FBC r JK v v !P.O. Box 230,Valrico, FL 33595 Iv N NO DATE BY HORIZONTAL CROSS SECTIONS 'Phone No.: 813.659.9197 REVISIONS I IFBPE CA No. 9813 ®2012 R.W.8.1LalNa CCN64LTAMe INC. I �I R:\QIents\Pbstpro,Inc PERMANENi\Flwida Product APProvaIs\R-15221\C-Drawings\Curmnt\PL-15221.dwg,5.6 ' I I I I I I, Z I II A O � I, t!f N "e.•. n I ,il CID I H� I, �n Em M Z I IM =r �o =1 rn(13 a ° m v 0 A I m M C'SINK r- , II • Z I' m W A 4 ii Orn . • � I, �r I, aOrn II ii C o o I' I i ' !' �tttuwp// 41 No.43409 (ice =*:• * :* 1r F�- PRODUCT: Document.;Prepared �n Lyndon F.,Schmidt �j�•� �o����� hI z N PLASTPRO INC. P.E. No.'43409 /��s;q.•••••' 0�\ o n�i p Z FIBERGLASS DOOR ,� ///rrPAL ttii%"\ I 1.t r PART OR ASSEMBLY: BUILDING CONSUL7ANi5, INC. jv y tq N 1 14 15 UPDATE 70 5TH m. (2014) FBC BY VERTICAL CROSS SECTIONS �VY IP•O. Box 230, VoIrico, FL 33595 NO DATE Phone No.: 813.659.9197 REVISIONS I P. C.A. No. 9813 ®207 2 R.W.9lJILGING CGNGIILTANT6 INo. (TYP.) ,a. ��:�•• i�iCaM (TYP.) =x. u� G. /!`' • `` N'Mid D TYP.HEAD °a irrrrr i j l•l o n°°z° v n•: N - --- - L 2X BUCK SEE HINGE `e z m°z - c -- - --- G 1 X'BUCK _ dETAIL 1 n N a r; c a a. MASONRY m MASONRY - --- - --.-_ __ _ _ .---- - - --- . ___,"�__ m d o a. 7 OF OPENING TYP.HEAD - - - 0 &JAMBS ch v z 11-3 FRAME - z it 2X BUCK--\ o ZZ ?4 Q 2X BUCK � a�mLu a: SEE HINGE $ !^'o v U DETAIL 2 of a24 q 0� F � `d• a a a. — m r eco 'y BUCKANCHORING STIUKEJAMBU N FRAME ANCHORING HINGE JAMB z Masonry construction w CONCRETE ANCHOR NOTES; 1.Concrete anchorloaations qt the comers maybe adjusted to maintain the min. edge d1stance to mortar joints. a2.Concrete anchorlocaHoiss noted as MAX.ON CENWmust be adjusted to q maintain the min edge distance to mortartoints,addticnot concrete anchors a may be required to ensure the'MAX.ON CENfE72 dimerwon are not exceeded 1 X BUCK H 3 Concrete anchor table :[ ANC7iOR ANCtfOR M!N ;:M!N CG2ARANCE tiltM.CLEARANCE 28 H iX BUCK BUCK (, 2q IXBUCK H 29 a - TG MASONRP TO ADJACENT j. ¢ F TYPE :SIZE EMBEDMENT ..,.EDGE 'aNcepR '2i 1Tw24.. .. .. . . .:: 2X BUCn L 2X BUCK 2X BUCK L o ® 1/4" 1.1/4^ 2" 4" . 24 -0 a r ELCON 1X BUCz a ELAC " 1/a" 1.1/4" 1" " 24 24 ua7E 2/15 12 zULTRACON ScA.B: N.T.S.s ❑W ® 3/16" 1-1/4" 3" 1.1/2" owa BY: JK mm ff TAPCON WOODSCREWINSTAttA7tON NOTB: cHK BY., LFS 3 1.Maintain a minimum5/9"edgo distance,i"end distance. 1"o.c.spacing of oanwi woodsaewsfoprevent the sptittingafwLATCH&DEADBOLT DETAIL wo No.: oad. HINGE NlNGEDETAK2 FL-75227.6 " srieEr 6 or ? BILL OF MATERIALS V���� a ITEM b DESCRIPTION MATERIAL ��:� •O1 p•,j�ti A 1X BUCK SG>=0.55 WOOD 0.Z- B 2X BUCK SG>=0.55 WOOD N:y z° C 1/4"MAX.SHIM SPACE - L 4.56" r 4.56" -I ��. y� e _ D 1/4!'X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL Y�g`z. D°m m E MASONRY-3,000 PSI MIN:CONCRETE CONFORMING TO ACI CONCRETE - ''��rrr p*P ����``` Z m z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 r G 1/4"X 33/4"ELCO OR ITW CONCRETE SCREW STEEL ( _Z o z o - -H -- 3/16"X 3-1/4"RW CONCRETE SCREW- - __ STEEL _ _ I z__ gm!n $ 9 0 0 La L #10 X 2-1/2"PFH WOOD SCREW STEEL-- -- 2.44 -Wit- -2.13"_�--_ ___- _ _ /� a m 5 r -- - - -- -m do. 1 POLY FIBER JAMB COMP. -- - -- _-- - - - - sem - - - 2 WOOD JAMB(FINGER JOINTED PINE) WOOD POLY FIBER JAMB 2 WOOD JAMB E 9z6 3 ODL-LITE FRAME(1/2"-I.G.) HP POLYo RLj 4 ODL LITE FRAME(1"I.G.) HP POLY- - - - 5 #8X 1-1/7'PPH SMS STEEL 1.75'�{ U'B" - 6 READISEAL SEALANT - CD o 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM o 8 SWEEP VINYL "' z o it w 9 SNAP IN FRAME ABS Lo cn : — , 4R _ 10 INSWING THRESHOLD ALUM/COMP SWEEP TRIP SREHT WEAcc�m w. 18 OUTSWING THRESHOLD ALUM/COMP B 7 o$ 20 WROUGHT IRON FRAME IRON o �� 21 Q'SO GLAZING COMPOUND SILICONE DI m 23 #8 x 1-1/7'PFH WOOD SCREW STEELo 24 #9 X 3/4"PFH WOOD SCREW STEEL a 27 LATCH STRIKE PLATE STEEL —� m 28 DEADBOLT STRIKE PLATE(SECURITY STRIKE) STEEL a 29 4 X 4 HINGE STEEL 40 DOOR PANEL I -� 9! {� —5.625 -r 5.62" v � S INSWING THRESHOLD OUTSWING THRESHOLD w z 10 BY Endura T 8 BY Endura 8 q rn in Fn Tn o c 1 z J_ v z z -ZE3 C5 1.4" 1.4" 1.4" DaTE 2/15/12 i 1.4 -1- --I SME. N.T.S. 3 ODL LTTE FRAME 4 ODL LITE FRAME 9 ODL SNAP IN FRAME �WROUGHT IRON FRAME Dwo.er JK m' S HP Polypropylene HP Polypropylene 1"I.G. 1"I.G. m+K.BY. LFS 3 e DRAMNr No.: ¢ FL-15221.6 N 0 SHEET 7 of 7 N n — 0 d 11 FLOP OF. r - .4 Zusiness-& Professional Regulation BCIS Home I Log In I User Registration ( Hot Topic Submit Surcharge I Stats&Facts 4 Publications FBC Staff SCIS Site Map Links Search HOM l SURProduct Approval USER:Public Useri� i , A,=111.11M Product Aoorwal Menu>Product or ADDlication Search>Application List>Application Detail FL# FL15220-R1 Application Type Revision �!! Code Version 2014 Yi Application Status Approved ,I I j Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp!, Address/Phone/Email 5200 W CENTURY BLVD. i) LOS ANGELES,CA 90045 (440)969-9773 Ext 16 g! rickw@rwbldgconsultants.com J. h�l Authorized Signature Vivian Wright !' rickw@rwbldgconsultants.com r.1' Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. �! Los Angeles,CA 90045 (440)969-9773 Ext 18 scotLjohnson@plastproinc.com 0 Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell @plastpro.cpm Category Exterior Doors Subcategory Swinging Exterior Door Assemblies. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 r' Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date- 12/31/2018 Validated By Ryan J.King,P.E. O Validation Checklist,-Hardcopy,Received u I� Certificate of Independence FL15220 RI COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 i', 1996 ASTM D2843 1999 ASTM D635 j' ; 1998 ASTM D638 2003 ASTM E1300 ! 2004 ASTM E84 (i 2005 ASTM G26 i.l 1995 TAS 202 1994 ;i p I lj n Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15220 R1 Eauiv Eguivalencv Of Standards.adf Sections from the Code � I Product Approval Method Method 1 Option D i Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/28/2015 Date Approved 06/23/2015 ;I Summary of Products I, p. FL# Model,Number or Name Description 15220.1 a.Smooth/Wood 6'8"Non-Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 Ri .II Inst 15220.1.p4 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 1 Other:See INST 15220.1 for Design Pressure Ratings,any FL15220 R1 AE Eval 15220.1.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15220.2 b.Smooth/Wood 6'8"Non-Impact"GlazedFiberglass Single Door with"Non- Grain/Rustic/Mahogany Series N Impact"Sill-Inswing/Outswing(OX or XO- Fiberglass Door Configuration) J! Limits of Use Installation Instructions , Approved for use in HVHZ:Yes FL15220 R1 111 Inst 15220.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt;P.E.43409 Impact Resistant:No Created by Independent;Third Party:Yes Design Pressure:N/A Evaluation Reports I!' Other:See INST 15220.2 for Design Pressure Ratings,any FL15220 RI IAE Eval 15220. 2.ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15220.3 c.Smooth/Wood 68"Non-Impact"Glazed Fiberglass Single Door with"Non- Grain/Rustic/Mahogany Series N Impact"Sidelites-Inswing/Outswing(OXO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1 II Inst 15220.3.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15220.3 for Design Pressure Ratings,any FL15220 R1`AE Eval 15220.3.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. l 15220.4 d.Smooth/Wood 6'8"Non-Impact"Glazed(Fiberglass Double Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(XX 'Configuration) Fiberglass Door Limitil Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1:II Inst d5220.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent!Third Party:Yes Design Pressure:N/A Evaluation Reports r:See INST 15220.4 for Design Pressure Ratings,any FL15220 R1-AE Eval IS 20.4.odf d "• limitations,installation instructions and Created by Independent Third Party:Yes oduct pa 'c rs.5220.5 e.Smooth/Wood 6'8"Non-Impact"Glazed;Fiberglass Double Door with"Non- Grain/Rustic/Mahogany Series N Impact"Sidelites-Inswing/Outswing(OXXO-Configuration) Fiberglass Door j f Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1-II Inst 1. Approved Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt;P.E.43409 'I 1!' .I i; el ;pl. Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports , Other:See INST 15220.5 for Design Pressure Ratings,any FL15220 R1 IAE Eva[ 15220.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15220.6 f.Smooth/Wood 68"Non-Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1 III Inst 15220.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third.Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15220.6 for Design Pressure Ratings,any FL15220 RI IAE Eva[ 15220.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. ;I, 4 , 15220.7 g.Smooth/Wood 6'8"Non-Impact"Opaque Fiberglass Single Door with"Non- Grain/Rustic/Mahogany Series N Impact"Sidelite-Inswing/Outswing(OX or XO- .Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1 'II Inst 15220.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports j, Other:See INST 15220.7 for Design Pressure Ratings,any FL15220 R1 IAE Eva[ 15220.7.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. a� 15220.8 h.Smooth/Wood 68"Non-Impact"Opaque Fiberglass Single Door with"Non- Grain/Rustic/Mahogany Series N Impact"Sidelites-Inswing/Outswing(OXO-Configuration) Fiberglass Door C Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1 III Inst 15220.8.odf Approved for use outside HVHZ:Yes Vqrified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ,I' Other:See INST 15220.8 for Design Pressure Ratings,any FL15220 R1 iAE Eval 15220.8.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15220.9 1.Smooth/Wood 6'8"Non-Impact"Opaque Fiberglass Double Door- Grain/Rustic/Mahogany Series N Inswing/Outswing(XX-"Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 RI III Inst 15220.9.oilf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15220.9 for Design Pressure Ratings,any FL15220 R1 IAE Eval 15220.9.6df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15220.10 j.Smooth/Wood 6'8"Non-Impact"Opaque Fiberglass Double Door with"Non- Grain/Rustic/Mahogany Series N Impact"Sidelites-Inswing/Outswing(OXXO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 RI III Inst 15220.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15220.10 for Design Pressure Ratings,any FL15220 RI IAE Eval 15220.10.0f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. f 15220.11 k.Smooth/Wood Grain Series N 8'0"Non-Impact"Glazed,Fiberglass Single Door- Fiberglass Door Inswing/Outsw (X ing -Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1 'II Inst 15220.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports rI, Other:See INST 15220.11 for Design Pressure Ratings,any FL15220 R1 'AE Eva[ 15220.11.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. i 15220.12 il. '; - R � R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.[3os 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board ofPmfcssimual Engineers Certificate orAulfiori7alion No.9813 Product / Report Report I l April Product Sub Category Manufacturer Product Name Category Swinging Plastpro Inc. Smooth/Wood Grain/White Wood Grain Exterior Door 5200 W.Century Blvd. Exterior Rustic!Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door 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 Limitations: 1. This producthas been evaluated and is in compliance with the 5th Edition(2014)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 is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 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 drawing FL-15220.5 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the"HVHZ'°.Inswing units shall be,installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15220.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 07-0223-2 TAS 202-94 Testing Evaluation Lab.,lilc. Wendell Haney,P.E. ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM 131929-96(2001),ASTM D638-03 ETC 08-20940609.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Guginder Dhami ASTM 131929-96(2001),ASTM D638-03 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. D1929-96(2001),D638-03 2. Miami-Dade NOA Materials Testing 10-1209.01 HP Polypropyleneyr/�E, 3. No.FL Drawing5220:5 RW Bui diin bConsultants,Inc. CA#9813 ��9q� _ f,.^ :r l�F,,� Signed.&Sealed by Building ( ) 9�� � il ° ✓�� Lyndon F.Schmidt,P.E. 4. Calculations Prepared by @°° •° V. L ° 'sem Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) m ° ;l o ":3'•1 f 3 °• Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. F: 5. Quality Assurance a;L_ Certificate of Participation issued by National Accreditation and Management "C — 0I rLi Institute,certifying that Plastpro,Inc.is manufacturing products within a quality ,%'y}a° S 7;'-r assurance program that complies with ISO/IEC 17020 and Guide 53. ✓�: f..e" r9 e�f�Je� ,°i'A,` za Lyndon F.Schmidt,P.E. 4//dfi0@�ub3L��Y FL PE No.43409 4/24/2015 Sheet 1 of 1 plastpr® � oM 5200 W. CENTURY BLVD. a s m ? LOS ANGELES, CA 90045 Z at Ili'�� rW Smooth / Wood Grain-1-White Wood Grain _ �J Rustic/Mahogany Series_N Fiberglass Door- 151.5W MAX.O.A.FRAME WIDTH - ---- --- -------- -- INSWING/OUTSWING --- - ---- - - ---- -- -- -- - -- - _ _ _ 37 25'MAX 'NON-IMPACT' 74.00"MAX.FRAME WIDTH GENERALNOTES - - - - - _ _FRAME WIDTH 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC) structural requirements including the"High Velocity Hurricane Zone"(HVHZ). Z z z c 2 Product anchors shat be as fisted and spaced.as shown on details.Anchor embedment to base 3 zF zo i material shall be beyond wall dressing or stucco. LU c7oQ F z m 3. When used in the"HVHT'this product is required to be protected with an impact resistant covering w 3. (Dig that compiles with Section 1626 of the FBC. ¢ O X X O g� !1 lYii O a.� 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product's O o o w required to be protected with an impact resistant covering that compiles with Section 1609.1.2 oftu rc a the FBC. = a a � > y 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck m masonry construction. _. � m " 6. Site conditions that deviate from the details of this drawing requirefurther engineering analysis by a 6 licensed engineer or registered architect. z g 7. Outswing configurations meet water infiltration requirements for"HVHT'. o s, m 8. Inswing configurations do not meet the water infiltration requirements for the"HVHT'.Inswing units shall be installed only in non-habitable areas or at habitable locations protected by an overhang or d canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. a TAB EOFCONrEINM SHEET# DESCRIFTTON F 1 Typical elevation,design pressures,&general notes < 2 Door panel details and glaring detail o 3 Sidelite panel details and glaring detail o = 4 Horizontal cross sections z v r 5 Vertical cross sections ruT:02/20/12 i 6. Verticalcrosssections OYERA[l t7VERAt! DESIGN PRESSURE(PSE)'. scuE N.T.S. 9 FRAME't D LCl GIASS 5 LL 7 Buckanchoring nrpE ovc.ee JK m 8 Frame anchoring t)/MENSION .,,DIMENSCM ION POSITIVE NEGAttVf' FS 3 9 Astragal details 151.50"X 81.63" 20.50"X 62.50" Gt +50.0 -50.0 !FEL-1��22 10 Big of materials and components 0.5 `= •i? o '�� steer 1 or 10 48 50 41 G1 INTERIOR 46 48 42 L $ may NL 43 d- -- -- ----- -- --- - -- ---. -"-- --------EXTERIOR HORIZONTAL CROSS SECTION - 35.75'MAX. 2 DOOR- _ _ 67 PANEL WIDTH 65 _ 1/Z'GLAS BITE 20.51Y.MAX I/2'OVERKA.LL D.L.O.WIDTH GLASSTH 1/8"TEMPERED GLASS - ? Z�ao AIRSPACE 1/8"TEMPEREDGLASS EXTERIOR INTERIOR 6866 & �a r a 5E SEE GLAZING DETAIL } = HARDWAREc� rd m o zQ CHART 68 1.27' 1.591. .81" F.—� 1.39" 1 5� -�{ � o 0 2 X - Z 0 - - LATCH HINGE SHLE 49 LATCH 1 HINGE STHF 50 LOCK BLOCK 42 TOP RAIL BOTTOM RAIL Cellular pvc Relnforcemenl Long Cellutarpvc Cellular pvc d 46 `ii 8 As :'t<<:'rl:aii:?ri a J 7 O m 1 A9ANUFAG7URER AA�DEL z z El .............................................................................................................................. —02/20/12 z DOOR PANEL LOCK: SIGNATURE SERIESs LL 40 r� KWIKSET DEADBOLT: SIGNATURE SERIES(780) N.T.S. 5 >; DO.er. JK m YALE LOCK YH COLLECTION cwc er: LFS 3 DEADBOLT: YH COLLECTION(80 SERIES) �VERMAL CROSS SEC71ONCROSS SECTION DPAVANG NG- rc 2 2N •p FL-15220.5 a 5 SHo r_L or 10 49 50 41 GI INTERIOR 46 49 42 W �Z N Z oo c� °� a 2 O� 0 - - m - - - -043 � 8i3•ig �E 43 41 3g$vv _ - - - 9 -EXTERIOR------ - - - --- ------------—_—__-_- 1 2 1 NOTE EMB.(TYP.) o J 1.SIDELIfE PANELS ANCHORED TO FRAME 6" D 60 E z S FROM TOP OF FRAMETHEN 11Y'ON ° c'm-64 N= EXTERIOR W CENTER,B SCREWS TOTAL EACH JAMB. � ,f ,f � 89 � c_" 3 X F' Xlo 9 ES 4: ° O O 4 4 r c3 INTERIOR ° 3 4 3 4 5 C ovWi 5 S 6 6 6 A ° � _�2 (41 HORIZONTAL CROSS SECTION 4 Shownw/1X sub-buck �I o 0 3 0 a 0 1-1/4"MIN. EMB.(TYP.) EXTERIOR 889 40 � 60 K 11 v; p 60 10 89 89 71 o ° ciz N a o. , M 7 8 0 g ° yr o ° v° ° m ° INTERIOR 20 7 m v r L 21 8 c 27 20 21 c ° —02120112 i L .15 MIN. .15"MIN. 12 .15"MIN. 3 C CSINK C-SINK 20 C-SINK �l HORIZONTAL CROSS SECTION oscAl E,wc ��; N JK m a . °' B 4 Outswing shown-inswing •e also approved CHK en LFS 3 �1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION °a`'NP16 ND.—: a E 4 Outswing shown-inswing 4 Ouhwing shown-insuring FL-15220.5 N also approved also approved N SHEET_�L of 10 w i, R•\A-Pro ectsWro ect Folders\ro'1501-1600\PF 1587\D.RWBC Dm%Wt s\2010\FL-15220\FL-15220.1-5.dw.5-5,2/2L'2012 25017 PM i v m I � m v A n o p,. Q v.- ;o m 5'e 00 T Z In m �m In I I n m o V. .m Z Am �. Am V co 0 0 0 rn n C 0 a ... A 41 O w Z w CD m m m O 1-I/4"MIN. 1-1/4"MIN. EMB.)TYP.) EMB.PYP.), I I I i I 1-1/4"MIN. m EMB.)TYP.) I m g O o m O w p. M n M Om x� n 0 a v N o °n 0 c m °.. m I� V Oa vv h � P s, _ P Q •moo.. " n 1-1/4"MIN. EMB.I YP.), a i m 'i i $ PRODUCT: D—.-..t.Pnp—d By: -rl$ ly'• IUI NI g Z N ��UIa1NO CONSULTANTS, IN C. PLASTPRO INC. •ODx230 V.Irto9FL 33 595 FlBERGLASS 000 .. o.:813.659. 197 0 N)'• N o PART OR ASSEMBLY: FlorSdc Board of Pmf—Imal Enpineara NO Certificate Of AuthodmUon No.9813 I� Ln N NO DATE BY VERTICAL CROSS SECTIONS' I C}�2.�L•r L REVISIONS Lynda.F.Sehmldt.P.E No.43409 0 2012 R.W.Bl.LDINB C-514t.rnrvr8 INC. NOTE 1.SIDELITE PANELS ANCHORED TO FRAME 6" FROM TOP OF FRAME THEN 10"ON E a... a . CENTER,8 SCREWS TOTAL EACH JAMB. _ i 14 P A.J Y - o ij\ y N 60 60 EXTERIOR- — -- -- INTERIOR _ SEE NOTE 1 89 INTERIOR SEE NOTE 1 89 20 21 i a EXTERIOR z$ O EXTERIOR INTERIOR 60 35 `mow 2 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION6 Shown w11 x sub-buck 6 Oufswing shown-inswing I n also approved 34 � o rt E 4 d INTERIOR d 44 a'.d SEE NOTE 1 60 o SEE NOTE 1 89 60 EXTERIOR EXTERIOR INTERIOR 20 21 z 3 VERTICAL CROSS SECTION z 296 Im ng configuraflon z D N _ E a Q z a .. .Q.. •.a O J a a o Iz u DA>E:02f20 12 i scram: N.T.S. ° 4 VERTICAL CROSS SECTt�JC N Dm ar: JK m e �1 VERTICAL CROSS SECTION 6 Inswing canfiguiation cwc BY. LFS Oulswing confirguraffon DRAWING Na.; a FL-15220.5 'g PUT 6 of 10 S, • ' �A "� � N 7 q U ,i 2 OaD L 99 9. c a- - - -- II II II � — II� II a 2(BUCK I I 2X REINFORCEMENT SHOWN FOR REP.ONLY I I z o 0 CS II II ��m II II E5 Y 4C� m MASONRY0 II II 9 OPENING I I I I o 0 0 II II a � I I }m � II II Q II II o II II Z BUCK ANCHORING d CONCRETEANCHOR NOTES: 1.Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge distance to mortar joints.Concrete anchor _ locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete o o anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3.Concrete anchor table: o 0 „ Ai1�Hflk aFtCHttk MIN.:::: :;;:'..<MIN ARa�tcR7Q �yfN ; RaNcE;ap; DAM 02120112 = :;;:Sly EMBEDMENT NIASONRY.;.I ACs r4�IJ# £NTAAIfIQ saga: N.T.S. 9 .....:.... ....:........................................:...::........:............... owa BY, JK m' ITW 1/4" 1.1/4" 2-1/2" 3" CHK.M LFS g ELCO 1/4" 1-1/4" 1" 4" URgYL Ho.: � FL-15220.5 =' a g sHEu 7 of 10 A N n i 5 q xt F'7- 3" • ��Z o - -- -- _- - f y: SEE DETAIL 2 _ L SEE DETAIL 3 J 9 - - ---_-— -TYP:HEAD °y °o :o ° m m - - - - - - -- - -aD &JAMBS - - - 2X BUCK 12 r a�AMas --1X BUCK - - - -- - -- --— -- - - - — - D _ I_ INSWING _ D _ I INSWING MASONRY OUTSWING TYP.@SILL z °v z MASONRY I OUTSWING v OPENING I o O OPENING N N TYP.@ SILL o o rr c� N SEE DETAIL T • SEE DETAIL I ra a x B LULU rr 0 3 FRAME ANCHORING FRAME ANCHORING o Masonry 2X buck construction Masonry 1X buck construction a 28 9 11 M M 10 o n N O CONCRETE ANCHOR NOTES: 27 IL N 1.Substitution of equal concrete anchors from a different supplier may have different edge DETAIL 1 distance and center distance requirements. urcx a oeao eouoErarr xmrse otTai Asha al throw bolts 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge a at t e threshold distance to mortar/pints.Concrete anchor locations noted as MAX ON CENTER must be 72 ` 72 G (Outswing) adjusted to maintain the min.edge distance to mortar/pints,additional concrete anchors may be required to ensure the'MAX.ON CENTER"drmenslon are not exceeded. ' m g 3.Concrete anchor table: a AfuCEI©.. ANCH6SIi M1N At1N elskRA a TQ EMBEDMENTASiN ' A.D±Nd:RCi�ENgRgN HAr¢ . YE ....:.:... R .: o:::: : M :.:: ::::::::..:.::: :::::::.... :.:..: ::...... sTCASTRAGAL STRIKE JA HINGEJAMB ;Z-02120112 z ° Z ITW 1/4" 1.1/4" 2.1/2" 3" =Ln N.T.S. ° DETAIL 2 DETAIL DETAIL I t Attach astragal throw bolt /+ ac a ga w o a row o s �+G•m JK m ELCO 1/4" 1.1/4" 1" 4" e strike plate to frame stoke plate to frame at the threshold cxk By: LFS ITW 3/16" 1-1/4" 2-S/B" 2-1/4" as shown as shown (Inswing) DMMNG No.: N ° FL-15220.5 0 sxET_jL of_LO zG. N T3 TYP. ��, 6 ZZ -. a a 7Yrf 3 19.75" --- 32.25' 31S" 35.75' 35,25' - --- - ASTRAGAL SCREW LOCATIONS z � � o 3.99" 0.478"—� 0.478" :—.... _. cn z 1.75' o Mn i7 0. cs L975--I 1_..1 (40.346" 335" o QOD' u Z h�-00.168" 0 0 ASTR GA! �:\CONCEALED SDFFENER SLIDE BOLT ROD ° 7! DLf `/ 77 1 .top&bottom 02 20 12 i lopthrough1.98° swE N.LS 9 bottom Uvough 1.98' Mr-et: JK m CHK.BY; LFS 3 9RAWMti HO„ FL-15220.5 N 0 SHEET 9 00 BILL OF MATERIALS DEM M DESCRIPDON MATERML A I BUCK SG>=0.55 WOOD g Igo B 2X BUCK SG>=0.55 WOOD = a m J R C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 4.56" —i 85-6z N 7 E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE I �� °� N d 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 H 1/4"x 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N 1 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ^ 0 9 o o s—' Lc -J - 1/4"X 373/4"PFH ELCO OR ITW-CONCRETE SCREW-____ ___ ___ STEEL- o K #9 X 2-1/2'PFH WOOD SCREW STEEL -- — - -— - '- 2.36' 2 Z'- --_-- -- -- -- L #8 X 2-1/T PFH WOOD SCREW STEEL g t J M #8 X 2'PFH WOOD SCREW STEEL 20 Jamb a SIDE d N 1/4"x3-1/_4"PFH,TTWCONCRETE SCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY FOAM 4.56 — �{ - 8 COMPRESSION WEATHER STRIP QLON LON 650 650 BY SCHLEGEL FOAM 9 4"X 4"BUTT HINGE STEEL 10 #9 X 3/4"PFH WOOD SCREW STEEL o l l #9 X 3/4"PFH WOOD SCREW STEEL 12 1#10 X 3"PFH WOOD SCREW STEEL 7—F7774:� I o } �R 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 1 �-—2.44'--�--2.13" a o 21 POLY FIBER JAMB COMP./VINYL o�' 27 LATCH STRIKE PLATE STEEL 21 HEAD d SIDE a m 28 DEADBOLT PLATE STEEL Polyfiberjamb 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD of 30 INSWING VINYL DOOR BOTTOM SWEEP VINYL c°l 4.56'- 33 .56"33 INSWING ADJUSTABLE ALUMINUM THRESHOLD DLP ALUM./WOOD 4.56" 34 INSWING SIDELITE ALUMINUM THRESHOLD BY DLPUR ALUM./WOOD 2'03" 35 SIDEUTE SPACER PVC 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 41 DOOR SKIN(MIN.0.069"THICK)BYPLASTPRO FIBERGLASS 42 TOP RAIL CELLULAR PVCV)INSWING THRESHOLD �1 OULSWING THRESHOLD BY DLP o 43 LATCH&HINGE STILE CELLULAR PVC 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY PLASTPRO POLYURETHANE 49 LATCH AND HINGE STILE REINFORCEMENT WOOD 50 LOCK BLOCK(29'X 1.385') WOOD 65 ODL LITE FRAME POLYMER m 1 66 PF-1200 P/MERIC FOAM 67 SCREW PLUG POLYMER 4.55' fl w i 68 #8 X 1-1/2'PFH SCREW STEEL 1 69 GLAZING COMPOUND-FOR ODL BY ADCO BUTYL 0.06" o 71 ASTRAGAL BY DLP(6063-T5 ALUMINUM) ALUM. u u z a v 72 ASTRAGAL STRIKE PLATE STEEL —02120112 z 73 #8 X 2'PFH SCREW STEEL SnuE N.T.S. 9 74 CONCEALED STIFFENER BY PLASPRO(6063-T6 ALUMINUM) ALUM. �1 SIDELIIE INSWING THRESHOLD 35 SIDELLIE SPACER owc BY: X 5 77 tjDIE BOLT ROD STEEL cv BY LFS 88 2X REINFORCEMENT(CLEAR PINE)SG>=0.49 WOOD DRWM NOz a 89 #7 X 2'PFH DRYWALL SCREW STEEL FL-15220.5 N 0 SNEM 10 OF 10 � � T