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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICA IILEi INFO /MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED %� Date: ii ( Permit Number: � �/ D ii SCANNED BY .ate St, Lucie County Building Permit Application Planning and DevelopmentServices Building and ode Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential i< PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address:' /S"3 b Nw Syee f-b-,4 Lo-J e_ L '4FL 3'(1! Legal Descriptiori: �4o/ tq e_ ScJe��bo W Ii.3 L ()A-`L 0 Property Tax �II #: 703 d o z - 0 cc% l Lot No. Site Plan Narrle: 12e S i C n�-�. Block No. Project Nam i 3 ow �s �S% dt �►'�-� Setbacks F;iont Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: CONSTRUqTION INFORMATION: Adclitional work to e nerformed under this permit- check all fn apply: 0HVAC 0 Gas Tank ❑Gas Piping _ Shutters Windows/Doors 11 Electric 0 Plumbing Sprinklers 1 Generator g Roof Total Sq. Ft of Construction: Cost of Cons�rue tion: $ Z— Z J­y Sct. of First Floor: _ Utilities: Sewer E]Septic Building Height: OWN ER/LESSEE: CONTRACTOR: Name Address: I City: Pw1 Zip Code: r Name: 6-� r-4-13 D ►'"" Company: 5 L r Address�Z3/ City: 5 State: �L 3 63LJ S se-L C.i r Lll--i State: FL Fax: Phone No. Z 36 - Z.ZZS` Zip Code:,__54cV:q,'1 Fax:?-s, E-Mail: Fill in fee simple from the Ow Phone No..74Z5t-3.- E-Mail: U& 1601\5 (_113 clPP) U _So0ti'p State or County License t- z&gb . i Title Holder on next page ( if different er listed above) If value of con,'struction is $2500 or more, a RECORDED Notice of Commencement is required. r SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Name: Address: City: Zip: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Address: City: State: Zip: Phone: I. State: Phone: FEE SIMPLE Name: Address: City: I' Zip: II TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Address: City: Phone: Zip: Phone: lI I I certify that no work or installation has commenced prior to the issuance of a permit. I. St. Lucie Coun which is in coi structure. Plei In consideratii in accordance The following accessory stru WARNING' improveme before the 1 commencin _ Signature of STATE OF COUNTY The forgoing this I day (Name of (Signature of makes no representation that is granting a permit will authorize the permit holder to build the subject structure ict' with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such consult with your Home Owners Association and review your deed for any restrictions which may apply. of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work ith the approved plans, the Florida Building Codes and St. Lucie County Amendments. gilding permit applications are exempt from undergoing a full concurrency review: room additions, ures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for :s to your property. A Notice of Commencement must be recorded and posted on the jobsite st inspection. If you intend to obtain financing, consult with lender or an attorney before work or recording vour Notice of Commencement. Lessee/Agent R a acknowledged before me 20 �by 0 s Signature of Contractor/License Holder STATE OF FLORIDA COUNTY OF 44,41 T64V The forgoing instrument was acknowledged before me this Z day of / A &A. , 20 /9' by #J Z lOIW5 7_)[uRrts 'TucAm acknowledging) �— (Name of person acknowledging) tary Public fa a of Florida) (Signature of Notary Public- State of Florida ) Personally Kngqwn'11 "- OR Produced Identification Type of Identification Produced Commission Nl . ��� �7�7 _ (Seal) Personally Known �� OR Produced Id.�iii�// Type of Identification Produced `\ 0 ..••Se Commission NoFF 13 9 e to c P:� WCn:� eJ Notary Public - State of Florida L Revised 07%15/2014 ' ! : •= My Comm. Expires Sep 21, 2016�p�-;�P� Commission # EE 203178 Ir���i�;r(n� �'•"�� ..���� REVIEWS FRONT COUNTER mmilp", donaid inroughNational o ry Assn. S REVIEW VEGETATION REVIEW ���fNl SEA TURTLE REVIEW IIINN�� MANGROVE REVIEW I REVIEW U ERVISOR REVIEW DATE COMPLETE INITIALS Property Card , Site Address: 1536 NW SWEETBAY CIR Sec/Town/Range: 26/37S/40E Map ID: 44/26N Zoning: PUD I Property Identifcation Eleanor G Bower's' 1536 NW Sweetbay Cir Palm City, FL 34990-8052 Legal Des�.�ription I I HARBOUR RIDGE -PLAT 8- SWEETBAY VILLAGE UNIT 19 (OR 676- 702) 1 , Current Values Just/Market Va�ue: I $248,700 Assessed Value: $241,167 Exemptions: $50,000 Taxable Value: $191,167 Taxes for this p Lel�: SLC Tax Collector's Office © Total Areas Finished/Under Air (SF): 2,841 Gross Area (SF): 4,254 Land Size (acres): 0.32 Land Size (SF): 14,098 Th�s information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2014 Saint Lucie County Property Appraiser. Parcel ID: 4426-803-0042-000-1 Account #: 119431 Use Type: 0100 Jurisdiction: Saint Lucie County Yage 1 of 1 http://www.paslclorg/RECard/ 3/27/2015 Florida Bisilding Code Online https://floridabuilding.or^1^-:spr app_dtl.aspx?param=wGEVXQwtDq... Busilness s FrotessionalRegulation Flodda D2 rtmentor 13CIS Home I Log In I User Registration I Hot Topics submit Surcharge I Stats & Facts Busines' Professi 1 1UI ca�{ PER: pub c User I J P J USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Appruation Detail • • FL # FL15213-Rl . • Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email C t18PiQN17IiE A�IOTAgPR' DAFBIIt Plastpro Inc. / Nanya Plastics Cr1' 5200 W CENTURY BLVD. WtP;;� LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 a" rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell i Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i Compliance Method Evaluation Report from a Florida Registered Architect or Florida Professional Engineer �1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. `, Validation Checklist - Hardcopy Received 1 of 6 3/23/2015 10:47 AM Florida Bailding Code Wnline Certificate of Independence Referenced Standard and Year (of Standard) i i I ' Equivalence of Product Standards Certified By j Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page https:Hfloridabuilding.or7- 1T-!pr app_dtl.aspx?param=wGEVXQwtDq... FL15213 R1 COI Certificate Of Independence.pdf Standard 101/I.S.2 101/I.S.2/NAFS AAMA/ W D MA/ CSA 101/ I. S. 2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Method 1 Option D 05/03/2012 05/03/2012 05/08/2012 06/11/2012 10 4) Pa FL * Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RI II INST 15213.1.pdf 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 15213.1 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.1.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door N Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outs Fiberglass Door XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.2.pdf 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 15213.2 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.2.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 2 of 6 3/23/2015 10:47 AM Florida Bailding Code Online II , https:Hfloridabuilding.or-, ,!?r app_dtl.aspx?paratnwGEVXQWtDq... 15213.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door N Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outs Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.3.pdf 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 15213.3 for Design Pressure Ratings, any FL15213 RI AE EVAL 15213.3.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door N Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.4.pdf 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 15213.4 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.4.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door N Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.5.pdf 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 15213.5 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.5.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.6.pdf 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 15213.6 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.6.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door, Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outs Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.7.pdf 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 15213.7 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.7.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door, Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing 3 of 6 3/23/2015 10:47 AM Florida Bdilding Code Online https:Hfloridabuilding.orl. '- :or app_dtl.aspx?param=wGEVXQWtDq... Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.8.pdf 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 15213.8 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.8.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.9 L Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Do Grain/Rustic/Mahogany Series "Snap Frame" Glazing - Inswing/Outswing (X Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.9.ndf 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 15213.9 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.9.Pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Do Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outs Fiberglass Door XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 RI II INST 15213.10.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 15213.10 for Design Pressure Ratings, FL15213 R1 AE EVAL 15213.10.pdf Created by Independent Third Party: Yes any additional use limitations, installation instructions and product particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Do Grain/Rustic/Mahogany Series Sidelites utilizing "Snap Frame" Glazing - Insv Fiberglass Door (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.1l.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 15213.11 for Design Pressure Ratings, FL15213 R1 AE EVAL 15213.11.pdf Created by Independent Third Party: Yes any additional use limitations, installation instructions and product particulars. 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Di Grain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (X) Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1_ II INST 15213.12.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 15213.12 for Design Pressure Ratings, FL15213 R1 AE EVAL 15213.12.pdf Created by Independent Third Party: Yes any additional use limitations, installation instructions and product particulars. 15213.13 m. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Double Di Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Insv Series N Fiberglass Door (OXXO - Configuration) 4 of 6 3/23/2015 10:47 AM Florida Building Code Online i https://floridabuilding.orl ''J . it app_dtl.aspx?paramwGEVXQwtDq... Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.13.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, FL15213_ RI AE EVAL 15213.13.pdf Created by Independent Third Party: Yes any additional use limitations, installation instructions and product particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Do Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - Configu Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.14.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 15213.14 for Design Pressure Ratings, FL15213 R1 AE EVAL 15213.14.pdf Created by Independent Third Party: Yes any additional use limitations, installation instructions and product particulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Do Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.15.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 15213.15 for Design Pressure Ratings, FL15213 R1 AE EVAL 15213.15.pdf Created by Independent Third Party: Yes any additional use limitations, installation instructions and product particulars. 15213.16 p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Do Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/ Fiberglass Door - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.16.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 15213.16 for Design Pressure Ratings, FL15213 R1 AE EVAL 15213.16.0 Created by Independent Third Party: Yes any additional use limitations, installation instructions and product particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Grain/Rustic/Mahogany Series N "Lip Lite" Glazing - Inswing/Outswing (XX - G Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.17.1)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 15213.17 for Design Pressure Ratings, FL15213_R1_AE_EVAL 15213.17.pdf Created by Independent Third Party: Yes any additional use limitations, installation instructions and oduct particulars. 15213.18 r. Smooth/Wood Grain/White W od 6'8 "Non-Im act" Glazed Fiberglass Double D( Grain/Rustic/Mahogany Series N es util ing "Lip Lite" Glazing - Inswing/ Fiberglass Door (OXXO - figuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.18.pdf 5 of 6 3/23/2015 10:47 AM Florida Building Code Online I - https://floridabuilding.or�'--F�r app_dtl.aspx?param=wGEVXQwtDq... 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: INST 15213.18 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.18.pdf Created by Independent Third Party: Yes additional use limitations, installation instructions and product particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "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: No FL15213 R1 II INST 15213.19.1)df Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.19.pdf Created by Independent Third Party: Yes additional use limitations, installation instructions and product particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door N Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outs Fiberglass Door XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R1 II INST 15213.20.pdf 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: INST 15213.20 for Design Pressure Ratings, any FL15213 R1 AE EVAL 15213.20.pdf Created by Independent Third Party: Yes additional use limitations, installation instructions and product particulars. Go to Page 40 Baek Next 04)Pa Contact Us :: 1940 North Monroe Street, 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 :: Ref Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records regw electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1: Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with they have one. The emaiLs provided may be used for official communication with the licensee. However email addresses are public record. If y supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you Chapter 455, F.S., please click here . Product Approval Accepts: WE cC 7 sccuritv.%u.raics gum 6 of 6 3/23/2015 10:47 AM R; W �1 W Building Consultants, Ins. 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 Product Category Manufacturer Product Name Category ISub Plastpro Inc. Smooth 1 Wood Grain i White Wood Grain Exterior tenor Do � Exterior Door 5200 W. Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles, CA Series N Fiberglass Door �; Phone 440.969.9773 Inswing/Outswing - "Non -Impact' Scope. Pro I uct 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. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. I RWi 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 I Limitations. I 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product andi ors 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 that compli( 4. For 2x stud 5. Site condiff architect. 6. See drawirn Supporting D 1. Test Repot CTLA 900V CTLA 900V 2. Drawing N, No. FL-152 3. Calculatior Anchoring 4. Quality Rs: is requiring wind borne debris protection this product is required to be protected with an impact resistant covering Section 1609.1.2 of the FBC. 3 construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered 13.17 for size and design pressure limitations. lo. Test Standard 3 101/I.S.2-97 4 101/I.S.2-97 Prepared by 117 RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Certified Testing Lab. Ramesh Patel, P.E. Certified Testing Lab. Ramesh Patel, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Certificate 5 Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufactunng products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. � I Lyndon F. Schmidt, P.E. FL PE No. 43409 2/24/2012 PF 1587 Sheet 1 of 1 6 `@V 5 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING "NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the' High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted 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 Section 1609.1.2 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 this drawing require further engineering analysis by a ricensed engineer or registered architect. detail & components TABLE OF CONIEMS SHEET 0 DESCRIP17ON 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vedicol cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring -1X buck masonry construction 7 1 Endura astragal details 8 Bill of materials, glazing 74.00' MAX. OVERALL FRAME WIDTH z Z 3 H z o w � x x 0 0 ` `. 5WtNG oVl:kAtt F1AME DIMENSION....; noon L1 t ¢ i1fNtEN51aN GLASS TYPE'OShiIVE DfrSfGNP12ESSt11tlE{PSFj . NEGA71ViE. INSWING 74.00" x 82.W' 21.0 --OUTSWING---- -74.00" x.80.59' 21.0 0" x 63.00" +�],Q _t{],Q SCAM N.T.S. Gi Mo.6r: JK 0'_x b3.00"_ +So.Q -- - =SQ.Q CHK. M. LFS orUmHo No.: — - -- - - _ - - _ -- --_ FL-15213.17 sHELr —L OF 8 EXTERIOR Kjl1 HORIZONTAL CROSS SECTION �-1.59" c; 7 0.98, (�D�WTCH'.111'1.INGI 11 � DOOR PANEL C NGE 11 UT�CIIMIE MIQIICEU�EWIVOOD� aCula PVC _k EXTERIOR (-2-'VERTICAL CROSS SECTION ISCAM N.T.S. DWO. owl. JK OK US DRAWM NO- FL-15213.17 OF 8 1-1/4° MIN. EMB. (iYP.) U�H 9 11 HORU MAL CROSS SECTION Shown w/1 X sub -buck o, S a y5 $ o Bu gg N Z W •tl v E E 3SZr) 'c5 4 a is, J. O K U � J � m V a� o o x 1-IMMIN. al a EMB. (iYP.) 0.1.7 C CSINK ° (►YP-) L 21 20 z P 8 7 INTERIOR • U m O = a' Z O EXTERIOR 10 DAM 02116112 10 K SCALE N.T.S. 9 11 8 IDWO, en JK m _ �31 HORIYOMAL CROSS SECTION �3J Outswing shown - inswing �3 outsving shown - Insving S Oufswing shown - hrmng - — - - FL=1521-3. f7—— akoapproved also approved afro approved s m 3 or 8 _ EXTERIOR .... ff""INTERIOR 1 VERTICAL CROSS SECTION Q ap shown _ing EXTERIOR INTERIOR r � o za 31 za a - --(j- `VERTICAL CROSS-SECTION Q Outswing configuration 5 'a ♦ d d♦ ♦ d. z_ EXTERIOR ""#`"` INTERIOR 2 VERTICAL CROSS SECTION Q Shown w/lXsub-buck EXTERIOR INTERIOR z N of °cZ W d �00 LL 1 c �� vE°E c� 3 t� GE , et: JK - - - - - - qfL eW - -LFS-- 3 -VERTiCA4CROSS SECTION--- - -- -- - - crawMo-Na -- _ . Q Inswing configuration - - - FL-15213.17 S��r 4 8 B 4" r II'II I I u II MASONRY ~ TYP. HEAD I I ''OPENING & JAMBS I I . II ?X BUCK —.,ASTRAGAL II SHOWN FOR REFERENCE II ONLY II I I I I I I BUCKANCHORING I r SEE DETAIL to L II TYP. HEAD & I I MASONRY OPENING JAMBS II FRAME ASTRAGAL II °C SHOWN FOR 2X BUCK REFERENCE I I ONLY II F ' �O SEE DETAIL I I TYP. @? SILL z HINGE JAMB CONCRETE ANCHOR 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 mortorJolnts. If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarJoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. s. concrere P(AlCfif ITW 1/4" 1.1/4" 2-1/2" 3" ITW 3/11r 1-1/4" 2.5/8" 2.1/4" FRAME ANCHORING Masonry 2X buck construction ASTRAGAL STRIKE JAMB L 3 DETAIL 2 LATCH A DEADBOLT DETAIL HINGE DETAIL O 3 Z Q j o � � m z z U DATE 914108 i 3 �- N.T.S. ° N owa. BY. JK m' - - - DETAIL 1 - - - - DETAIL 1 — aK BY. - -LFS- - — - - —4mwing configuration— - ---OutsWing configuration - - -_ _+ NO-'--- - _-- FL-15213.17 0 s 7 5 of-8 6" 6" 9 d •, 10 O Z 0 1 P II m L d. SEE DETAIL J II � g9��ES 4 S TYP. HEAD 8\ JAMBS 119 MASONRY HINGE DETAH. � t OPENING Y ASTRAGAL � �z FRAME I I SHOWN FOR mG REFERENCE ONLY c� _ ??, I BUCK I I ^ O 27 o m yJ it p oI !� SEE DETAIL I I I TYP• ® SILL - I.. N b 1 HINGE JAMB FRAME ANCHORING Masonry 1 X buck construction m � CONCRETE ANCHOR NOTES: a 1. Substitution of equal concrete anchors from a different supplier may have different edge a distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. If concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors " may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: ea kN+�Et�R ::::...... .............Sl ---ATW = _ ANC�ilSjt::. .,_._::EMT}[ - --- ;#: ;%>;M►[�, MEtrIT - _--1=1/4"-- _ iL11Nr;:�LFkRELA(Cf Tf? ;:>AitAS tN I'fi>C ..... --- ----2-1/2"= -- - - AQfiY CiEA1tA �E �4pJ1#C�M A1jCHClt - -- - 3" -- -- —1/4 ITW 3/16" 1-1/4" 2-5/8" 2-1/4- LATCH a DEADBOLT DETAIL G 3 O ASTRAGAL STRIKE JAMB DETAIL 2 °z O 3 P z o m 0 o Z z o° al- 9408 ° a �• N.T.S. 9 JK DETAIL 1 -- _- — - = DETAIL I grWW No - FL-15213.17 "- Inswing configuration Outswing configuration a — _�L of 8 N LATCH (BLIND HOLE) F. A DEAD BOLT (THRU HOLE) 33125" i n oa N i �w c d 2.75' 2.50" $ i3 •: a ° i 3.75" 250' 3.63" z c 10.50� o to s 10.75' " a a a is 18.75 18.50' g 26.75' 26.50' o D 0 z� 6'a ALUMINUM ASTRAGAL ASSEMBLY Product a By Endura j � Q ¢ o o 0 � W of M 62 61 Z 67 65 m TOP EOLi REfA1NER o I MATL•9-3/4"Ahmdrwm N . VIEW A -A Aluminum Astragal Assembly z SUDEQOLrROD 67 MAIL Steel 1.63" z o 9 I� I Z ah 9 408 2 1.75' scAm- N.T.S. e ALUMINUM ASTRAGAL TOP BOLT RLTA.1 ER -- --- —— — __ — — _ �y-EnduaP�oduct-- — 61-MAIL•43/4"�,DP_E-= ; duc er: LFS ---- -- Drarexora� --— # FL.15213 17 1° a 3 . sir —L of -A- a BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL (` a A 1 X BUCK SG - 0.55 WOOD 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD • 2 B 2X BUCK SG >= 0.55 WOOD 21 POLYFIBER JAMB COMP. / VINYL g R N o C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL' q z° _ D i /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 30 WEATHER -STOP 3647 HOLM INDUSTRIES VINYL $ .; • 31 OUTSWING BUMP THRESHOLD ALUM./ WOOD F 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC o " _ G 3/16" X 3.1/4" PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD g 9 c = .23 H 1/4" x 3.1 /4" PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD d a o 0 I 1/4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS is J 1/4" X 33/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN (MIN. 0.075' THICK) FIBERGLASS rL 8 K #9X 2-1/2' PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC L #10 X 21 /2" PFH WOOD SCREW STEEL 43 LATCH & HINGE STILE CELLULAR PVC M #9 X 2-1 /4" PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD N 3/16' X 3-1/2" PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC Z O 3/1 &' X 1-1/2" PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE o I #10 X 2-1 /2' PFH SMS STEEL 47 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD Z "z 2 #8 X 3" PSH SMS STEEL 49 GLAZING COMPOUND DOW 995 SILICONEIR 3 FLUSH BOLT STRIKE PLATE STEEL 55 LIP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE P� 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. El m 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 57 #8 x 1-1 /2" PFH LITE FRAME SCREW STEEL a o a 9 4" X 4" BUTT HINGE STEEL 4-3/4" LENGTH TOP BOLT RETAINER HDPE ? c c 10 #9 X 1" PFH WOOD SCREW STEEL 9-8/4" LENGTH TOP BOLT RETAINER ALUMINUM of 11 #9 X 3/4" PFH WOOD SCREW STEEL d65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM17 KWIKSETKEYEDENTRY-SIGNATURESERIES STEEL SLIDE BOLT ROD STEEL 18 - KWIKSET DEADBOLT - SIGNATURE SERIES 780 1�— 4,56' 20 HEAD d SIDE Jamb 5 63" - _ &AW$U ABLE INSWING TNRESHOID _ _ - STEEL 4.56• ----�{ '� I I o f� 2.44" 2.13" YI HEAD 3 SIDE Poly lber]amb 4.56"�� (uZADJUSTABLE INSWING THRESHOLD _ - — - - 4.68" c3 (v ZOUISWING BUMP THRESHOLD 0.5° GLASS 1"MIN. g� GLASS THK. N4' �� . 49 /J f4' 1 /8" TEMPERED ,f `y� � GLASS AIR SPACE OPTIONAL DECORATIVE INSERT ry,.. AIR SPACE 56 - - 1 /8" TEMPERED- - -� - -- - - -_ - - G --- 55 57 G 1 GLAZING DETAIL - m N 0 ail � z are g 4 08 sruE N.T.S. DM. BY- - -JK- QK ar. LFS oaAwrx iron FL-15213.17 %M _�L OF TI