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HomeMy WebLinkAboutProduct Approval PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time SCC131150472 Property Information Building Information Owner: Marshall L Widener Wind Zone: 170 MPH. Address: 1711 Wyoming AVE Exposure Category: C Fort Pierce,FL 34982 Minimum Building Dimension: 26 ft. Mean Roof Height: 12 ft. Risk Category: II I Design Pressure Calculations 1LOpening Location IEDevice Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(pso 1 Int 72 48 7 35.6 -38.8 2 Int 72 61 7 35.1 -38.3 . ......._... __. 3 Int 72 61 7 35.1 -38.3 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1 CITY OF FORT PIERCE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT Permit# Property Address : 1711 WYOMING AVE Contractor : PARADISE EXTERIORS Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights Opening ID Product Model Manufacturer Glass Description Attachment Method Building Design Product Design # Type, Size,Spacing&Embedment Pressure Pressure 1 HORIZONTAL SLIDER FL15781.6 SOFTLITE 7/8"LAMI HEADER 5/14,SIDES 5/16,SILL 5/14,FASTNER 1/4"TAPCON 501-50 35.6/-38.8 2 HORIZONTAL SLIDER FL15781.6 SOFTLITE 7/8"LAMI HEADER 5/14,SIDES 5/16,SILL 5/14,FASTNER 1/4"TAPCON 50/_50 35.1/-38.3 3 HORIZONTAL SLIDER FL15781.6 SOFTLITE 7/8"LAMI HEADER 5/14,SIDES 5/16,SILL 5/14,FASTNER 1/4"TAPCON 50/_50 35.1/-38.3 Opening ID Model# Manufacturer Attachment Method Building Design Product Design Type,Size,Spacing&Embedment Pressure Pressure MULLIONS ROOF SIDING SOFFIT HURRICANE PANELS LESS THAN 6' SPAN HURRICANE PANELS 6' __0RK0RE_ NEEDS TO BE PERMENTLY INCORPORATED INTO THE PLANS. drive g;building;fonns;product preview affidavit new 7/17/03 7/4/2015 Florida Building Code Online 4 0r� zp a t t cidda Deprtrnenti SCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links 3 Search Busines 1>> �;,, Professional + r Product licUpr° Regulation Product Approval Menu>Product or Application Search>Application Lis[> pplication Detail FL# (FL1528-34400Ext Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email p Parkway OH 44241400 Ext 1109-I i te.co m Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R5 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code i httpsJ/floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDgt3elSA]nEOW9Taf7MFDxJQVotbgtNgzgrfLEoup/p2fbEojgp/p3dp/o3d 1/3 7/4/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products _._._........ _._._..__._.—..._...._.._—....._...........-------.............................-- - -.— - --------.-.......- —--...--- —- FL# Model,Number or Name Description 15781.1 a. "Imperial LS DSI-12" Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.1.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 15781.1 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.1.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15781.2 b. "Imperial LS TSI-12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.2.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 15781.2 for Design Pressure Ratings, any FL15781 R5 AE Eva[ 15781.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.3 c. "5300 DSL53(GS352)" Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 RS II Inst 15781.3.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 15781.3 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.4 d. "5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.4.1)df 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 15781.4 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.5 e. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.5.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 1S781.5 for Design Pressure Ratings, any FL15781 R5 AE Eva] 15781.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.6 f. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window- (OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R5 II Inst 15781.6.oLP.E. Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmid09https://ffor!dabuilding.org/pr/prapp dU.aspx?param=w nEOW9TaWFDx o gzgrfLEou%2fbEcjg%3d ?J3 7/4/2015 i Building Code O iii Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.6 for Design Pressure Ratings, any FL15781 R5 AE Eva[ 15781.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. — — -- — — . 15781.7 g. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.7.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 15781.7 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.8 h. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R5 II Inst 15781.8.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 15781.8 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 0 0 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::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 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 dick here. Product Approval Accepts: ® eC6ec1 ;a-3x security.%,):I ict(s https://floridabuilding.org/pr/pr_app_fl.aspx?param=wGEVXQwtDgt3el..SAInEOW9Taf7MFDxJQVoth9tNgzgrfLEou%2fbEojg°/*3d°/g3d 313 R�I� R W Building Consultants, Inc. yy D Consulting and Engineering Sen1ces for the Building industry B P.O.[lox 230 valrico.rt.33595 Phonrs 13.659.9197 CFlorida Board of Professional fngirt=n Crrl/fi=1C of Aultwrirntion No.991 i ' / Report eltortNo.: FL-15781.6 —7A Product J Category Sub Category Manufacturer Product Name Soft-Lite LLC "5400 SSL54(05402)" Windows Horizontal Slider 90250 Philipp Parkway Single Slider Window Strootsboro,OH44241 "impact' (330)528-3400 Scope: TPis is a Product Evaluation report issued by RW Building Consultants, Inc.and.Lyndon F.Schmidt,P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No.61G20.3,Method 1 D of the State of Florida Product Approval,Department of usiness&Professional Regulation_ 9W Building Consultants and Lyndon F.Schmidt, P,E.do not have not 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: :Whon product been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements g the"Nigh Velocity Hurricane Zone". t anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or . used in the'HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant g. used sn areas outside of the"HVHZ'requiring wind tome debris protection this product complies with Section 1609.1.2 of the nd does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as definedin E1996 and Section 1609.1.2.2 of the FBC. I 5. For 2x stud framing construction,anchor ng of t ese units shall be the same as that shown for 2x buck masonry construction. 6. Site conditigns that deviate from the details of drawing FL 15781,6 require further engineering analysis by a licensed engineer or 7. This product meats the water inFiltratian requirements for"HVHZ". lu to c m n ts. n 1 to er ,s e rements of FBC Section 2003. 9. See drawing FL-15781.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed b TEL 03001201 TAS 201,202&203-94 Testing Evaluation Lab. William Shelton,P.E 2. Miami Dade NOA Materials Testing 13-0129.27 DuPont Butacite°PVB lntertayer 14-0820.11 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by � ° :,�<, Signed&Sealed y No.FL-15781.6 RW Building Consultants,Inc.(CA#9813) , Lyndon F.Schmidt,P.E. 4. Ca c rations Prepared by "Signed&Sealed by Anchoring I RW Building Consultants,Inc(CA#9813) _ Lygdon F.Schmidt,P.E. ASTM E1300 Glass Lead Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by Farabaugh Engineering and Testing,ln�,certifying that Soft-Lite LLC is manufacturing products w within a quality assurance program that complies with ISO/IEC 4 u+ 17020 and(Guide 63. Lyndon F.Schmidt.P.E. FL PE No.43409 4/29/2015 Sheet 1 of 1 Ln Lite ft =3*5 a i =Z- windows -` y Z �� z W • c. Bringingyuali. f0 light. � g 10250 Philipp Parkway dmd s I Is`s a n z •; Streetsboro,Ohio 44241 U N I— SEE CHART FOR FRAME SIZES Qom'. a 9 a n z d 2 U ° N< m q OIL dam "5400 SSL54 (G5402)" / ? 9Z Single Slider Window z�2' o 'YM PACT' o GENERAL NOTES 3 } w a� 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Q, Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" _ v "'w (HVHZ). U o 0 � w D rn o a N to 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to ti o � base material shall be beyond wall dressing or stucco. a a a 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code � / c>13- and and does not require an impact resistant covering. U 4. When used in areas outside of the"HVHT'requiring wind home debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. v This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and N d rn Section 1609.122 of the FBC. z z 0 z rn 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for xx 2x buck masonry construction. o o 0 6. Site conditions that deviate from the dela is of this drawing require further engineering analysis o by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". a 8. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. v 'm MAX MAX �� DESIGN PRESSURE(PSS :; o n FRAME`: DLO _ TABLE OF CONTENTS iD►MENSION DIMENSION: TYPE;' POSfiIVE NEGATIVE.: Dore 8 79 13 _.. SHEET# DESCRIPTION srua N.T.S. 1 I Typical elevations,design pressures and general notes 73.0"X 63.0" 31.875'x 57.312" Gl +50.0 -50.0c Eff. JK m' __2_ 1 Horizontal and vertical cross sections ; 3 Buck and frame anchoring — NOTETtIte- DRAW w. LFS 4 Bill of materials,components and glazing details "HVHT ihlsprodoctirnotivbeinstalled over�0 ft.-height-above d owwwc Ro_ p FL-15781.6 0 sRr 1 OF 4 N R:\Ol MASoR-Lit I Pennanent\Florida Product Approvals\FL-15781 Horizontal Sliders\C-Drawings\FL Current Drawings(2014)\FL-15781.5-6.dwg,2.6 , I OZ m o 0 0 r) 06 m m aj nz 0 T � ❑ ❑ m �'O A ch, y W N n z � o po 00 fr N O. O22 O CD O j N W ❑ N N A o �a N A �❑ r ❑ O �❑ m m m m ?'i O a' oa n ❑ ❑ CL30 n 0 z m m w N n X N A X N i o v N 1^ C, Q 0 �0 Z T T 1-1/4"MIN. ° 1-1/4 MIN EMB.(TYP.) EMB.(TYP.) T $f PRODUCT: Doe menta Prepared By:. r'1- fr SOFT-UTE WINDOWS Lyndon F. Schmldt ����•'• �?!QA�V.�`��� IN I D rn P.E. No. 43409 o V ti rD 2 -472-171-5-UPDATE TO STH ED. 2014 FBC JK PART OR ASSEMBLY: BUILDINGCONSULTANTS, INC. 1 12/15/14 REVISED DRAWING NO. JK 0, Valrico, FL 33595 P.O. Box 23 NO DATE BY HORIZONTAL AND VERTICAL Phone No.: 813.r'59.9197 REVISIONS CROSS SECTIONS FSPE C.A. No. 9813 20 13 R.W.BUILDING CDN8UL—T9 INC. N.y z rO; r� p1 17 2 14"MAX. '��. '....... .. v m m (TP I O.C.(rrP.) _ ���'' ````, z>,;a S, pa !/!!1 1111�� tai N m Z 1� o (TY v o x z a +' e z o LO m W II T I I III I + V�a �'a :3 I I D "� III E oZ I I TYP• III F 2X BUCK o ra I I 2X III — I IIII G 1X BUCK o 2X I I BUCK III DIRECT TO BUCK I I FRAME — III MASONRY 3 U III n"P• o MASONRY II MASONRY OPENING I I OPENING III z6.1 � 3 J �0 5 :E I I g U III y o I I _o III o d I I III 1 I I olm On 2, 1. a,.•. � a x x m ro o BUCK ANCHORING FRAME ANCHORING F,5 u 4 a 1" o N O to U z Z n 3 to s CONCRETE ANCHOR NOTES: 7.Concrete anchor locations at the comers maybe adusted to maintain the min. 0 0 edge distance to mortarjoints. 7 W 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 maintain the min.edge distance to mortorjo n1s,additional concrete anchors Xi > may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. TYP.O HEAD AND SILL a m 3 Concrete anchor table ��r a ANGHOR ANCHOR MIN MIN CLEARANCE '.MIN CLEARANCE N iso TO MASONRY ... O ADJACENT TYPE SIZE EMBEDMENT' EDCrE ANCHOR IT N_Z v s 4" DAM 6119113 � ELCOsQA1 E: N.T.S. 0 ULTRACONe 1/4" 1.1/4" 1" 4" M.BY: JK m WOOD SCREW INSTALLATION NOTES: CHK er: LF5 ; I.Maintain a minimum 578 edge dstanae.1 end distance-&-I"o.cspocing of DRAWING No.: wood screws to prevent the sprifting of wood. 0 —FL---15781-.6— a SHEL7 3 OF ¢ tR 6 B z BILL OF MATERIALS * �� 3.72" HEM DESCRIFRQN MATERIAL `�`Q.t.. A 1X BUCK SG>=0.55 WOOD �'• "' M B 2X BUCK SG>=0.55 WOOD C 114-MAX.SHIM SPACE :U D 114'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL lin •... MASONRY-3,000 PSI MIN. NCRETE MING E 301 OR HOLLOW BLOCK CONFORMING OTO ASTM IC 0T0 ACI CONCRETE ''�q���Ll�L Pty��``` o Li Com m i F #10 X 2-1/7'PPH SMS STEEL •: M V N o x z° G 1/4!'X 3 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL F\ \ Ern Z m°u° X #8 X 3"PPH SMS W/RUBBER WASHER STEEL N ❑ \��l g g H o 00 1 MAIN FRAME' PVC 2 LOCK STILE` PVC ` a r maa 3 PULL STILE' PVC L� w 0.06" 4 MEETING STILE` PVC o �d 5 GLAZING BEAD' PVC 7 REINFORCEMENT(6063-T5 ALUM.) ALUM Z 9 RAIL` PVC 3 as 20 PUSH BUTTON SWEEPLOCK 3.25" o �o 21 PUSH BUTTON SWEEPLOCK KEEPER T MAIN FRAME Z 23 #7 X 3/8"PFH MS STEEL I- 2.31" -I— Q 26 #6 X 1"PFH TEK SCREW STEEL I W ac •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY O ❑ o EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". y w 0 0 1.32' = 0.07 0 m a ' ma m v� o O m u Y 1 GO NEXT GENERATION(DOW)OR © 0.065' INSTANT GLAZE III(DOW) 0.08" l 35' I O I"GLASS BITE 7/8"THICK REINFORCEMENT 5 GLAZING BEAD 2 LOCKSTIIE N z z W U � 0 O 1/8"ANNEALED 2.31L " Z O O 0.090 DuPONT Butacite® } 0 Z w PVBINTERLAYER I o 1/8 ANNEALEDL O❑ air O.OT'1/8"ANNEALED ❑� h0.065" L❑ oM 6119113 rn scALL N.T.S. STEEL SPACER o I I M.BY: JK h+— —^I m 1.13" m GT GLAZING DETAIL cNK BY-. LFS _'3 POIl.CTR.E DRMWNO NO.. m 9 RAIL 4 MEETING STILE FL-15781.fi m swu 4 OF 4 N g