Loading...
HomeMy WebLinkAboutRevisions I r: r, OFFICE USE ONLY: APR 10 2017 PEW.41TTiK-IG M 1703 Q Lt 67- DATE FILED: St. Lucie County, FLPERMIT# REVISION FEE: RECEIPT# PLANNING &DEVELOPMENT SERVICES © BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE ° FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: rte(4rV art-�,✓� 1L r.0 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Co 3. CONTRACTOR INFORMATION: ? STATE of FL REG./CERT.#: (,5C,>Ct rI ST.LUCIE COUNTY CERT.#: BUSINESS NAME: 6- S QUALIFIERS NAME: ADDRESS: 3 Z-,3> CJt� CITY: STATEN ZIP: 3 I-L PHONE(DAYTIME): 7C 1 Zoo S FAX: 4, OWNER/BUILDER INFORMA}T�InON: NAME: rA!1 �'` - 0 ADDRESS: r CITY: STATE: ZIP: PHONE: 6L _ _ 5c___��_�7� FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 Nt Business 0 ' 1 1 R ! 0 BCIS Home Log In I User Registration I Hot Topic Submit Surcharge i Stats&Facts Publications I FBC Staff BCIS Site Map ' Links f Search Florida Product Approval USER:Public User pr �� � �+�,J 1.-a:v Fr=y. Product Approval Menu>Product or Application Search>Application Lis[>Application Detail {rytEC •- • FL# FL17347-R1 APR 1 2017 Application Type Revision Code Version 2014 Application Status Approved PERMIT Tii�1G St. Lu Cie Court:'�, FL 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@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultanREVISION Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Fact 18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received 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 Validated By Ryan J.King,P.E. O Validation Checklist-Hardcopy Received Certificate of Independence FL17347 RI COI Certificate Of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/16/2015 Date Validated 04/22/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Name Description 17347.1 a.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or X0,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 RI II Inst 17347.1.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 17347.1 for any additional use limitations, FL17347 R1 AE EVAL 17347.1.1)df installation instructions and product particulars. Created by Independent Third Party:Yes 17347.2 b.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 68 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.2.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 17347.2 for any additional use limitations, FL17347 R1 AE EVAL 17347.2.pdf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.3.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 17347.3 for any additional use limitations, FL17347 R1 AE EVAL 17347.3.pdf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.4 d.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 RI II Inst 17347.4.1)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 17347.4 for any additional use limitations, FL17347 R1 AE EVAL 17347.4.pdf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.5 e.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or X0,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.5 for any additional use limitations, FL17347 RI AE EVAL 17347.5.pdf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.6 f.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Des�. T re:N/A Evaluation Reports 17347.6 for any additional use limitations, FL17347 Rl AE EVAL 17347.6.oductions and product particulars. Created by Independent Third Party:Yes g.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 RI II Inst 17347.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.7 for any additional use limitations, FL17347 RI AE EVAL 17347.7.1)df installation instructions and product particulars. Created by Independent Third Party:Yes 173 7.8 h.Fiberglass Door "Impact"Eilaarglass Glazed Door-Double with or without ;( r OXXO)Outswing/Inswing Configurations up to Nominal 8' ' eight Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 RI II Inst 17347.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.8 for any additional use limitations, FL17347 Rl AE EVAL 17347.8.odf installation instructions and product particulars. Created by Independent Third Party:Yes, 17347.9 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 Rl II Inst 17347.9.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 17347.9 for any additional use limitations, FL17347 Rl AE EVAL 17347.9.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.10 j.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 Rl II Inst 17347.10.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 17347.10 for any additional use FL17347 Rl AE EVAL 17347.10.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 Rl II Inst 17347.1l.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 17347.11 for any additional use FL17347 Rl AE EVAL 17347.11.1)df limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.12 I.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.12.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 17347.12 for any additional use FL17347 Rl AE EVAL 17347.12.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.13 m.Fiberglass Door "Impact'Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 Rl II Inst 17347.13.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.13 for any additional use FL17347 R1 AE EVAL 17347.13.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.14 n.Fiberglass Door "Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 68 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.14.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.14 for any additional use FL17347 R1 AE EVAL 17347.14.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.15 o.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.15.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.15 for any additional use FL17347 R1 AE EVAL 17347.15.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.16 p.Fiberglass Door "Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.16.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.16 for any additional use FL17347 R1 AE EVAL 17347.16.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 ' The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to 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.-Pursuant to 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 emalls 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: FOE 99 W Credit Card Safe R W R W Building Consultants, Inc. BConsulting 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 Pi-oduct Evaluation Repoi-i Repoi-I No.: FL-1 734 7.8 Date: A ill 15, 2015 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Glazed Fiberglass Doors Exterior Swinging Exterior Door 5200 W.Century Blvd. Doubles Doors Assemblies Los Angeles,CA w/or w/out Sidelites Phone 440.969.9773 Inswing/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 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 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 or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC 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 Section 1609.1.2.2 of the FBC. 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-17347.8 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17347.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390410 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright TEL 01390454 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01391140 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton, P.E. 2. Miami-Dade NOA Materials Testing 14-0423.16 Saflex°PVB Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No.FL-17347.8 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc. (CA#9813) Lyndon F.Schmidt,P.E. 5. 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 1^5<<#s Guide 53. �C"rY,..sa,z q O d ST. a Lyndon F.Schmidt,P.E. ' ` ' ^'- FL PE No.43409 f^~V'�' 4/16/2015 Job 18 Sheet 1 of 1 � .......... plastpro 74'MAX.OVERALL FRAME WIDTH r�•: to:��C n 5200 W. CENTURY BLVD. Z LOS ANGELES CA 90045 = L wi z u �� 9 . 2 a. GLAZED FIBERGLASS DOORS x X N< m d a DOUBLES Z k � ^K, @POo` �' o a �a "' w/ or w/o SIDELITES INSWING/OUTSWING yZ W p/►fin � 4 y oz� GENERAL NOTES MIN: F, uj 148 LL FRAME WIDTHFRAM ? 1. This product has been evaluated and is in compliance with the 5th Edition(2014) 74MAX.FRAME WIDTH372Y3E WIDTH o Florida Building Code(FBC)structural requirements excluding the"High Velocity 0 Hurricane Zone"(HVHZ). a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor I I 1 11 m embedment to base material shall be beyond wall dressing or stucco. DI U 3. When used in areas requiring wind bome debris protection this product complies = a with Section 1609.1.2 of the FBC and does not require an impact resistant Z z S covering.This product meets missile level"D"and includes Wind Zone 4 as O X X O w Cn defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 0 0 0 z 0 0 F 4. For 2x stud framing construction,anchoring of these units shall be the same as a Q that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further a engineering analysis by a licensed engineer or registered architect. ' TABLE OF CONTENTS a SHEET# DESCRIPTION o 1 Typical elevations,design pressures&general notes z 2 Door&Sidelite panel details 3 lite home gtavng details MAX: DESIGN PRESSURE DESIGN PRESSURE;: Mr 10/8/14 4 Elevations CQNFIG FRAME (PSO s N.T.S. 5 Vertical cross sections DlMENSiON INSWING OUTSWlNG DWM ea JK 6 Horizontal cross sections POS NEG POS.. NEG CM 8i.. LFS a 7 uckenchoring XX 74.0 x 98.0" DRAWNG NO- B +45.0 -5 +45.0 -450 FL-173 47.8Fram98.0 . anchoring&hardware details OXXO 148.5x 9 1 Bill of materials and components SW 1 of 9 0 z V O'.o 0.4" DOOR SKIN FOAM CORE 3.7" x',�� n 1.0" EXTERIOR 4" 'V REEK Z�• Z 0; .......... 0 w 0 0 0 z*� TOP RAIL °' Z. U STILE LVL 41FINTERIOR r:'"i!w'•..'• r° °c w CAP(PVC( ( ( STEEL REINFORCEMENT LATCH STILE(LVL) CAP(PVC( (COMP.( O g 9 o n 1.413X0.135" �;�.�.'•' \ ,: w mda V 14 c� Z " HORIZONTAL CROSS SECTION 35.75PANEL 2 �a O Gl G2 4 a b a S2 0d N e rc o � Z v INTERIOR EXTERIOR of � _ a a Gi vi Q �} Z9 m i a to B N u FOAM CORE p' e (POLYURETHANE- tr e LL SEE DOOR LOCK OWNLOCKHARDWAREIADIE 1.9 PCF MIN FIARDWARETABLEMANUFACTURER MODE, KNOB: SERIES(100) FIBERGLASS SKIN ••• m 2 �� DEADBOLT: SERIES(660) (0.075'MIN.THK.( $ 2 YALE KNOB: CIRRUS 100 C 2 DEADSOLT: B20 SINGLE CYLINDER BOTTOM RAIL '•j•: o •..Vi.�•t 40 PLASTPRO DOOR PANEL (COMP. Y:" atE 10 8 14 = 50 PIASTPRO SIDEUTE PANEL mAm N.T.S. 2 VERTICAL CROSS SECTION No.BY: JK m 2 cwl.Br. LFS 3 S on,�w�Bo xoa � FL-17347.8 0 sm:r 2 ov 9 q 24.27 MAX. 23.50"MAX.LIGHT %NA. /, 1,i m FRAME WIDTH FRAME WIDTH ��C: •\' 20.5"MAX. 20.50"MAX. D.L.O.WIDTH D.L.O.WIDTH "I V; �C —Z �N z° Q;roz , dm mow•• CD 5!O //// \\\\ z 000 o r /11/11 Il \ ^ _ z eZ d U U \ Em m m O �+ 0g sora En o a d E CZ O #7-19 X 1-3/4"PPH 5 W o � a SELF-DRILLING SMS n a0 #10 X"M PPH SMS o 0.71^ 8 wa m f.] n_ 0.84" ��•, �I o CI O III O m l 4.25" I� a (Tp) Z (TYP.( `gzg m 1.86° O c7 ODL LITE FRAME RSL LITE FRAME ' 3A OAluaunum DL LITE FRAME PVC 3B RSCr FRAME `r N N DOW 995 DOW 995 STRUCTU0 3A STRUCTURAL HOT BUM SILICONE �L 1/T GLASS BRE cn 6 cn SILICONE 519-GLASS BITE SEALANT 1-1/4°OVERALL GLASS THK. Q rT 1'OVERALL GLASS THK (ADCO) EXTERIOR 1/8"ANNEALEDGLASS EXTERIOR 4:,: :a 1/8 ANNEALED GLASS o.o90"SAFLEX®PVB 0.090 SAFLEI(®PVBNTERLAYER _ $ INTERLAYER 1fir ANNEALED GLASS = �IIT ANNEALED GLASS AIR SPACE m INTERIOR 1A/IB TEMPERED GLASS INTERIOR 1/8"TEMPERED GLASS z o° INTERCEPTSPACER DAM. 10/8/14 SCREW CAP I/TNON-GROOVESWIGGLE #7-19 X 1�/4"PPH w/DELCHEM#80 POLYSULFIDE N.T.S. #7-19XIWNGSMS #10X1-3/4"PPH SMS 3B 1/8"BACKFILL eW6 a UKSELF-DRm mnc Or. LFS ; e GLAZING DETAIL GLAZING DETAIL UPA�W NO" v G� ODL Ute Frame G2 RSL lNe Frame FL-17347.8 SHEET 3 OF 9 p 0 R:\OleMsl%astpo.Inc PERMIWEMRorida Product Approvals\R-17347XC-Drawings�CwrentVI-17347.5-.8.dwg.4.8 P W P�+ N N X D O O 0 N N O lz ww N A N OD N v x N� N N NJ' O m^'E 016 OO Z o.Co. X N A N N O N W N w P N P A ```1111111111/771' No.43409 $ $ PRODUCT. Docummb Prep—d I-- r` f� P[ASiPRO Lyndon F. Schmidt �i Q�� IA V = o FIBERGLASS DOOR PmE No. 43409 ii� f�Nl�1 % y PARI OR ASSEMBLY: CW BUILDING CONSULTANTS. INC. I� �I x !A T 4 14 IS UPDATE TO 5TH ED. 2014 FBC a1c MATIONS d l•�/�/ P.O. Box 230.Valrteo. FL 33595 ao NO DATE BY Phone No.: 813.959.9197 REVISIONS FBPE CA No. 9813 0 2014 R.W.BUILOINa CON—L—B INC. o �.3 � J•'ci� / /••• J O G m C �llll Ifj,� M ;� :� � v C1 ■Z U C C 8 u g 9Lo d a a Fq0 m;j 'm IL li Li riP4 40 7 SEE NOTE l 6 24 g�g z° 7 1 8 S.a 40 5)z 50 to z 1 d rrj INTERIOR EXTERIOR 1 o V INTERIOR EXTERIOR INTERIOR EXTERIOR e•. •' .e, �� U2 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION . g-. $ nswng s own ou ng siml or $ Iruw n shown ou sxnng—F- imilar $ Inswm s own OutsNnng s ar D arm 9 N 2X Buck Construction 1 X Buck Canstrudion 2X Buck Construction m 1.Spacing for item J @ head&sill:6°from each and, 5 VERTICAL CROSS SECTION oI o 1 @ centedine,2 additional at F&4.5'from end a U. adjacent to door. ri INTERIOR EXTERIOR INTERIOR EXTERIOR o f° INTERIOR EXTERIOR INTERIOR EXTERIORcn o 50 a o Li 6 25 22 SEE NOTE 1 , 50 y SEE NOTE 1 20 26 21 27 25 23 � Ix o ;a u • . e 0 0Z wrE: 10/8/14 • z D D D D w r. N.T.S. DW Of.. JK M. S CM W. LFS 3 4 VERTICAL CROSS SECTION e VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION MvYMG Mm a $ Inswing sill $ Out ng sill $ Inswing sill $ Ins ng sill FL-17347.8 0 g s� 5 ov 9 8 , 0"5, .15 ' E C F rC'SINK CSINK C E E C rCSINK O'`: ,.•. Q,''�/ m F D ���: z° •O. om SEE NOTE I m J O olo EXTERIOR J EXTERIOR ��' '...... • `,`` o n°z (dif lo �11l l l 1 1 a N o D G ` 2 zmzui o a v 5 oZ o W INTERIOR 50 INTERIOR J 9 11 9 11 � 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION o 6 Insvnng s own Ou swing s mllar 6 In ng s own Outss nng s m ar 6 inswing snown Iuurswing smWor) 2X Buck Construction 2X Buck Construction �J IX Buck ConshucNonF m v 45 CN m z NOTE: cl ak 1.Spacing for item J:6°from each end 1 a a and 3 more equally spaced along ^ sideliite jamb(5 total). 0.1s, C � C'SINK 3 g 50 7 SEE NOTE 1 D $ y 40 9 RIOR M EXTERIOR S o o � z $ m J z q t � SEE NOTE 1 J 9 INT6tI0R INTERIOR a 11 40 J 12 50 ^z n° DATE- 10/8/14 To 5 HORIZONTAL CROSS SECTION6 HORIZONTAL CROSS SECTION wuE N.T.S. 6 nsw ng own outswmg s lar 6 Imm�ng s own ou ng s m ar 4 HORIZONTAL CROSS SECTION wa.ar: ,1K m' (Shownw/out ehrforcement) 6 I rc own Outswl milar s 1 X Buck Construction W DROM c R.-17347.8 0 srr�r 6 ov 9 se 0 a TL•\Olents\Plastpro,Inc PERMANENT\Florlda Product Approvals\R-1734AC-Drawings\0ment\t1-17347.5-.84wg,7.8 < 0 -�ti A y 'a 16*0.0 (TYP)MAX.(TYP( N k W 'z O N A K A -D v 1610.C. ITYP1 MAX.(TYP) %* No.49409 PRODUCT: Documents Pmpornd 9y:� PLASTPRO Lyndon F. Schmidt � �ONfD�:•' o '�OAIAL M%'* I FlBERGLASS DOOR P.E. No. 43409 �, / v z 7l/1111111"I" PART OR ASSQABLY: BUILDING CONSULTANTS, INC. ItO A to 1 4 14 15 UPDATE 7D 5TH W. 2D14 FBC JK BUCK ANCHORING dl�Vf/ P.O. Boz 230. Valrico, FL 33595 NO DTE BY Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®2014 R.W,9111LOINa COHelILinNie Iwc. Ig f Eq 4"(lYP P!I (TYP) I SEEHINGE 52MC4 cni4o �.�0� .�'''' In _ 11 G IX BUCK DETAIL 1 m w�'G 2X BUCK �Vcda�. * 4'a _ 2X REINF. O z° O� m LL LL ^cD �` i�• Z .CNM7 F 2X BUCK '������• �``;` �M� D 1X BUCKII .• —� l 1 11 oo N m z HEAD&JAMBS z x Z v P. i01 S ow In ) m — HINGE DETAIL 1 O a S (: (12)N8xTPH ` B H �6La ,d SELF-DRILLING (17)#BxTPH �, s m d a X II X — SMS " SELF-DRIWNG LL d 11 G1X BUCK SEE HINGE SMS E v Z 2X BUCK DETAIL 2 �. 2X REINF. J a a 9 9 �. SILL(TYP.) II — p = o z a U W ( I 1 I HINGE DETAIL2 m zd3 1� 1 11.E 8 w o HINGE JAMB �^ o � a�iEoI o 3"(TYP.) 6" 4"(TYP.)-- 4"(TYP.) 7'(TYP.) (Typ) 1 EndurO DLP a 1 1 I I 1 1 1 1 1 1 11 I I ASTRAGAL SCREW LOCATIONS �n S: a a _ F 2X BUCK _ _ ° F ASTRAGAL STRIKE PLATE D MUCK (1.19"x3.261 N N HEAD&JAMBS 8 z (TYP-) — C) rn a d 0: — O — X X O — oO " ASTRAGAL BOLT DETAIL g z — _ Strike Plate®Head 0 13 29 Id z _ o 0. U 1z SILL(TYP.) MULUON-- — O o 0 — — J 'z n D (TYP) fn mne 1018114 z SWE N.T.S. ° — — 12 M.ew JK- 3/8'0 K m I•T f 1 III I I TI 3/8"t3 BOLT HOLE cm m.; LFSENG ¢ S ASTRAGAL BOLTDETAIL ASTRAGAL BOLT DETAIL °ANa FRAME ANCHORING OutswingThreshold Inswing Threshold wTrHANDDEADBOLTDETA1Ls FFLL-177 347.8 N 0 4.56" BILL OF MATERIALS 456" ITEM/ DESCRDTION MATERIAL I + A A 2X FRAMING(G>=0.42) WOOD B 2X BUCK(G>=0.42) WOOD z '�` o'm C 1/4"MAX.SHIM SPACE �2.4"�_2,13"�. o aDa THRESHOLD D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.J STEEL D� '�i��•''•-.... ���` Ch E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE POLY FIBER JAMB ����/qtt*Il•tt�`�� 00m00 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 M a a': F #10 X 2-1/2"PFH WOOD SCREW(1.1S'MIN.EMB.) STEEL 9 = -z-4 G 3/16"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL �—[ i m 3 0`a J #10 X 2-1/7'PFH WOOD SCREW STEEL r? �' m'a a` K #10 X 7'PFH WOOD SCREW STEEL u M #8 X 7'PH SMS STEEL I I a z 1 POLY FIBER JAMB COMP. 4S6" F– 4,56" —I K: b� 5 2X REINFORCEMENT (G>=0.55) WOOD OUTSW(NG THRESHOLD 6 DOOR SWEEP PVC 20 TNSWiNG THRESHOLD Endura(NG 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM Endura(Z-Serles) $ WEATHERSTRIP(Q TON) FOAM SIDELITE o 9 #9 x 3/4"PFH WOOD SCREW STEEL SIDELITE ADAPTER o$ 11 V X V HINGE STEEL ADAPTER 12 LATCH STRIKE PLATE STEEL CD m a 13 DEADBOLT STRIKE PLATE STEEL 20 INSWING THRESHOLD ALUM/COMP dal 21 INSWING THRESHOLD w/SIDELffEADAPTER ALUM/COMP '" I �I o m 22 OUTSWING THRESHOLD ALUM/COMP 4.56" 4,56" & 'I 23 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP a 24 ADA THRESHOLD ALUM INSWING THRESHOLD W SIDEUiE ADAPTER OUISWING THRESHOLD w SiDEM ADAPTER Endum defies Endura(Z-Series) m 25 OUTSWING THRESHOLD ALUMIWOOD 23 2T R 1 26 INSWING THRESHOLD ALUM/WOOD 27 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/WOOD 4 " 4.57' 33 ASTRAGAL(DLP OR ENDURA) ALUM 40DOOR PANEL 50 SIDELITE PANEL z fix�x in O25 LtiSW1NG THRESHOLD 26 INSWING iHRESH0ID CONCRETE ANCHOR NOTES: DlP DLP I.Concrete anchor locations at the comers maybe adjusted to maintain the min. u edge distance to mortar joints. $ 2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to > maintain the min.edge distance to morfarJoints,additional concrete anchors may be required to ensure the MAX.ON CENTER'dimension are not exceeded. I I o 3.Concrete anchor table: CJ m ANCHOR ANCHOR MIN ''MIN-CL: EARANCE. MIN CLEARANCE o 0 ...... TO Al)JpCEM.;: 5/16"0 SUDE BOLT z a �Et TYPE( SIZE' EMBEDMENT 5/10 SLIDE BOLT o 'EDGE ANCHOR (2"THROW® ( THROW® Dae: 1018114 z ITW BUILDEX 3/16- 1.1/4' 3 1.1/2' EACH END) TAPCON' 1/;! 1.1/4' 2" EACH END) MM ; N JK ULTRACm EtCO 1/4" 1.1/4' 1" 4" CONCEALED BOLT RETAINER Fes--4S7" S ONe alx.en LFS 3 WOOD SCREW INSTALLATION NOTES: ASTRAGAL STIFFENER ENDURA ASTRAGAL DPWM NO... a �— 33 INSWINGTHiMHOLDw SIDELITE FL-17347.8 1.Maintain a minimum 5/8'edge distance,I'end dafance,d 1`o.c.sparing of DLP Ulttnwte Hunlcanej� o wood screws to prevent the spffHfng of wood. alP srfi'r g g a