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Home My WebLink AboutProduct Review Affidavit II iii. r' ;I l I� PARADISEEXTERIORS "Building Our Quality Reputation;, One Customer At A Time SCC131150472 !' i I Property Information Buildingl Information Owner: Elizabeth S Miller Wind Zone: ;i 170 MPH. Address: 960 Godfrey Rd Exposure Category: li C Fort Pierce,FL 34945 Minimum Building Dimension: 21 ft. Mean Roof Height: 16 ft. Risk Category: II I I Design Pressure Calculations j Opening Location Device J[� Device IFDevice 1 Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 95 79 7 34.2 -43.1 2 End 32 80 7 ;if 36.9 -48.4 -- -- ---- ----. - -.. --.............. j_ 3 Int 142 79 -. -_._..._-..- __....... ---...—_I--- 33.2 -36.4 4c Irn.t. �137 32 �-i ; 38.3o 4r1.6.......- . — — _. _.._.....!— ------- Ai 11 -5—� 6 Iffit: 7 36.6 g9� I u ij it I i y i li l ,III I III' I l �I i i. Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-components and Cladding.!51h Edition,(2014)Florida Building Code. Page 1 of 1 II, ' it CITY OF FORT PIERCE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT Permit# Property Address : 960 GODFREY RD 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 SGD FL11103.1 CWS 1"LAMI IG 3/16"TAPCON-6/12 header-6/18 sides-6/12 sill 34.2/-43.1 60/-60 2 PICTURE WINDOW FL15768.7 SOFTLITE 7/8"LAMI IG 1/4"TAPCOM-6/12 header-6/12 sides-6/12 sill 36.9/-48.4 60/-60 3 SGD FL11103.1 CWS 1"LAMI IG 3/16"TAPCON-6/12 header-6/18 sides-6/12 sill 33.2--36.4 60/-60 —4—= __-—DOUBLE;HUNG_,—_FL15780:3- ___SOF-TLITE=— 7/8"-LAMI_LG - _ 1/4"TAPCON-4/14 header-6111 sides-2"from CL sill _ 38.3/-41.6 40/-50 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' OR MORE NEEDS TO BE PERMENTLY INCORPORATED INTO THE PLANS. drive g;building;forms;product preview affidavit new 7/17/03 'I Ilk Florida Building Code Online I Page 1 of 3 I Icrtd2 Deparveitq BCIS Home I Log In User Registration r Hot Topics Submit Surcharge Stats&Facts Publications FBC Stal'i 1 SCIS Site Map ; Links Search Business?. j ' Professi nal 4USER:Public User rOVa' Regulation Product Aooroval Mem.i>Product or Application Search>Application List>Application Detail -p ,' FL# FL15780-R6 ,I Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 jtinker@soft-lite.com i i Authorized Signature Vivian Wright rickw@rwbldgconsultants.com �I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i CategoryWindows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ( Evaluation Report-Hardcopy Received p 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 07/01/2016 Validated By Ryan 1.King,P.E. 14; Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE.pdf 1 Referenced Standard and Year(of Standard) Standard i 11,il Year AAMA/W DMA/CSA 101/I.S.2/A440 2008 AAMA/W DMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code i L https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e1 SAInEO... 12/28/2015 Florida Building Code Online Page 2 of 3 I Product Approval Method Method 1 Option D Date Submitted 10/30/2015 it Date Validated 10/30/2015 Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 I i Summ al of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780 l.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 15780.1 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.1,1l additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. I 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Conflguration) Hung Window Limits of Use Installation Instructions ''i Approved for use in HVHZ:No FL15780 R6 II INST 15780:2.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 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780!2.pdf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product articulars. 15 80.3 c. "5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions li Approved for use in HVHZ:Yes FL15780 R6 II INST 15780!3.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 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 15786 3.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes pr duct particu ars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instlructions , Approved for use in HVHZ:No FL15780 R6 II Inst 15780.4,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 ;� Other:See INST 15780.4 for Design Pressure Ratings,any FLIS780 R6 AE 'EVAL 1578Q.4.Ddf additional use limitations,installation instructions and Created by Indeplendent Third Party:Yes product particulars. I 15780.5 e."5300 DH53(GS305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Ill Approved for use in HVHZ:No FL15780 R6 II Inst 15780.5.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 15780.5 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. SII I r Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 !I.I The State of Florida Is an AA/l employer.Coovrloht 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 t a public-records request,do not send ail it ` https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3e;l SA1nEO... 12/28/2015 I til i Florida Building Code Online l Page 3 of 3 1, electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have anyquestions,pleas`II 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 emall addresses aye 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: 91®R9 M sccurirv.a.-nucs- I I I� I �I I it ISI 11 r 'I I 'Il i �I l https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvI tDgt3e,1 SAlnEO... 12/28/2015 R / d I I RW R W Building Consultants, Inc! ;! E Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product / / / ii I October29,20.15 Product Sub Category Manufacturer Product Name Category f Soft-Lite LLC "5400 DH64I(G5405)" Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 "Impact" (330)528-3400 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for Soft-Lite LLC 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. i Limitations: 1. This product has 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 complies with Section 1626 of the Florida Building Code and does no require an impact resistant covering. ' 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with,, ion 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 E1996 and Section 1609.1.2.2 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. 11 6. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory ISigned by TEL 03001478 TAS 201,202&203-94 Testing Evaluation Lab.,lnc, William B.Shelton,P.E. TEL 03001302 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001303 AAMA/WDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,Inc.1 V.K.Wright TEL 03001304 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,lnc. V.K.Wright 2. Miami Dade NOA Materials Testing I 14-0423.16 Saflex°PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15780.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring y don F.Schmidt P. Building IE. Inc.(CA#9813) 000 @p � Lyndon F.Schmidt,P.E. ASTME 300 Glass Load 5. Qualitv Assurance e®oo ��•°�G �l S °� �® Certificate of Participation issued by Farabaugh Engineering and Testing, Inc,certifying that Soft-Lite LLC is manufacturing products 4* s• ILIO 434.09 within a quality assurance program that complies with ISO/IEC m g e o e 17020 and Guide 53. ° mKl� S m- STATE OF ®0 �*deoss'1� ��©�0® Lyndon F.Schmidt,P.E. ®BQflB80®fi3s��`�, FL PE No.43409 10/30/2015 Sheet 1 of 1 ,L QP 1Tindows -�: ` * �� SEE CHART FOR �j.:- Z •p3-:9 u m FRAME SIZES % ` \ r t MI I3TrJt,�'tYl, rftl4l�tt3' It) li,ljt.f. i��i', `��\ a> m 10250 PhTpp Parkway rr rr�s m Streetsboro-Ohio_44241 _ - -- -- — _ --—=—_-- -- ----- --- - _ -- _ - - � _z chi pY O O Q J O D. "5400 DH54 (G5405)" o -- -- — -- -- -- DOUBLE-HUNG-WINDOW "IM PACT — -- -- ---- — -- X - — - - — -Ta- ' m GENERAL NOTES Z zw 1. This product has been evaluated and is in compliance with the5th Edition(2014)Florid 3 w Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" _ W mJd " (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to �( o y obase material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ'this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. LL � w 4. When used in areas outside of the"HVHZ'requidng wind bome debris protection this ti product complies with Section 1609.1.2 of the FBC and does not require an impact resistant a covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM o N El 996 and Section 1609.1.2.2 of the FBC. z cd,w O 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown c for 2x buck masonry construction. o N �fAQ y 12 6. Site conditions that deviate from the details of this drawing require further engineering o e analysis by a licensed engineer or registered architect. Q(X' Z, gm Lj Ui 7. This product meets water infiltration requirements for"HVHZ'• N N'N o a MAX MAIL .DES GN PRESSORE;(FSFJ + 'm FRAME'' DLO C' 0 0 M N TABLE OF CONTENTS DIMENSICTN NPE` P.OSfTIVE NEGi11TVE ah 6124113 i 3 SHEET# DESCRIPTION o 1 Typical elevations,design pressures and general notes 54.0"X 76.0" 45.0"x32.31" G7,G2 +45,0 -50.0 N.T.S. 2 Horizontal cross sections DWG.av: .1K m 3 Vertical cross sections 54.0"X 76.0" 45.0"x 32.31" G2 +60.00 -65.0' CHK By.. LFS a 4 Buck and frame anchoring DRAWING NO.: � 19 5 Bio of materials,components and glaring details •Aluminum bar reinforcement(Item#31)required FL-15780.3 0 for Design Pressures>+45/-50 psf. sNEEr 1 OF " a — — R:\tlients\Soft-Ute Pennanent\A-Honda Product Approvals\FL-15780 Double Hung\C-DrawlnOs\FL 15780 Drawings(2014)\FL-15780.dwg,23 mm O A O CD z 3NZ Boa I' Fir 0 Co 70M0 m n � >r O 0 7� =n A y m ❑o(� o❑ d00 W N p W Z � W W I Ir •o O ' I m N 22 r JC TvN n ,I. PI A z _ ,Il I IVI m y � I 00 1:3O I' N ❑o a doo � 0A 0 co e V7 rn= F. D A O F~ ❑ �� I it z > I 0 y ❑o e❑ dc= T Z m D I � �� O u 'I `1NUN17gi No.43409 K5 Q PRODUCT: ooaummt.Pnp—d By. :• `` r'\- I SOFT—LITE WINDOWS Lyndon F. S.hmtdt 1 6 :? of P.E. No. 43409 ��i,�a4��fy•..�.... ``�� IN cn Z N 3 W2115 ADD REINFORCEMENT. 10N JK 77j71 Aj�L\fit` On`' y �• 2 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: BULDINGCONSULTANTS, INC. Itb _ /In 1 UPDATE TO 5TH ED. 2014 FBC JK UI/ P.O. Box 230, Volrtco, FL 33595 � W cr NO DATE BY CROSS SECTIONS Y Phonel No.: 813.659.9197 REVISIONS FBPE C.A Na. 9813 ®2013 R.W.BIIILCINC CCNSUI-NTS INC. I� t:\Olents\Soft-Lite Pennanent\A-Florida Product Approvals\FL-15780 Double Hung\C.Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,3.3 I I 1-1/,4"MIN. 72 EMB.(TYP.J O i a m N nl g00 ❑�J v s n O O �0 NED T 0 0 A e . T m to p A O orn r�i r�r W m N r— m 0 G n N "A O 0 c::]� I � i� ID � —ZO �n 0 ❑ :I c3m3m n m o o d 0 0 0 O O ❑ ( ° o n'O j a T O N O Z I j 3 IDc O � o 1-1/4"MIN. a EMB.(TYP.) i -oro n c c tv � QO ro T T �I D L..J❑ ` ❑� I 0 .o W A 0 it CD �T ° ❑ G III 0 n �O C7 S I0 r `D 0 ❑ n n O A n 30 D o 0 �o Dy `moo 0 T O m 'il N 0 N O z o y m 11-1/4"MIN. , I EMB.(TYP. 1-1/4°MIN. EMB,(TYP.) /.05 I No.43409 PRODUCT: Documents Pmpernd BY: 'r1 SOFT—LITE WINDOWS Lydon F. Schmidt It" P.E. No. 434091 P Z ti 3 10 29 15 ADD REINFORCEMENT OPTION JK 14 :y 2 8 24 15 REVISE SIZE k DESIGN PRESSURE JK PART OR ASSEMBLY: /m( 13UILDING CONSULTANTS. INC. 0 L t- fn 1 4 21 15 UPDATE TO 5TH ED. 2014 FBC JK ✓V�P.O. Box 230• Valrlco, FL 33595 Iv w W NO DATE BY CROSSR RSECTIONS Phonwl No.: 813.859.9197 REVISIONS FBPE I C.A. No. 9813 BUILDING CDNBUI-HTG INC. I ill 6 4 `� ,g... a.0 (TYP-) 4'[TYP-) Z'Z 1 _ 1 O 11 n N - � - % o Em- zmo -- 01 TYP. SASH 2X2X BUCK F d i �m m a a � UCK 1XBUCK (�' � ci -- - - BUCK — -eQ - - _-- BFRAME� - DIRECTTO p - Clil--- 1 MASONRY '1d TYP.HEAD MEETING -----------------------8 JAMBS------- -------------- Z -------- --------- a 'v MASONRY TYP.SILL Q i OPENWG OPENING 2X BUCK K < 3 w SASH03 1XBUCK H N o DIRECITO _ MASONRY � � h ¢ Y 0 tf•' 0 m le le F--2"RYP.I m cc N � 3 ANCHORS THRU z w v IMPACT BLOCK FRAMEANCHORING a BUCK ANCHORING a a ' a Z o V N In s O W 0 v 4 U, U�I� CONCRETE ANCHOR NOTES: o W 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. z in edge distance to mortarjoints. c y k 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o o e maintain the min.edge distance to mortar joints,additional concrete anchors g' may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 3. Concrete anchor table: N N N a z MIN CLEARANCE':MIN CLEARANCE ANCHOR. ANCHOR MIN. TOWASONRY YO ADJACENT. TYPE... SITE;;. EMBEDMENT n N z EDGE: ANCHQR..:.' DAZE: 6124113 1TW ® 1/4" 1.1/4" 2" 4" MAIL N.T.S. D € ELCO ® 1/4" 1-1/4" 1" 4" DWG.Em JK m ULTRACON CHK Err: 5 WOOD SCREW INSTALLATION NOTES: DRAWING NO.: � 1.Maintain a minimum 5/8"edge distance.1"end distance,&I"o.c.spacing of FL-15780.3 - 0 n wood screws to prevent the splitting of wood. N SHEET 4 or 5 a a BILL OF MATERIALS IN IIEM• DESCRIPTION MA TERIu " r Qom• ,•.•••• ••, .' A 1X BUCK SG>=0.42 WOOD WOOD (+1.32" __"•' :Q_Z n B 2X BUCK SG—0.42 I�� u�u�, C 1/4"MAX.SHIM SPACE - 0' 0.08" -{(-- -)) - ,Yj * °Z'' �� II �tD.. z 4:`O� o m D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL D 0,065' 1.35 '�" E 301 OR HOLLOWMASONRY- B BLOCK CONFORMING O ASTMPSI MIN.CONCRETE ING C OTO ACI CONCRETE 9 GLAZING BEAD TD REINFORCEMENT 'el�� '/;*i ` ``�O`��` Z o m d F #10 X 2-1/7'PPH WS STEEL I a N o z .—G 114"X 3Y/4'PFH:ELCO'OR-RW CONCRETE-SCREW _______ -- =STEEL----: _ ---pLA1N RAIL=- _ _— —____— _ z_0- H 114'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL _ = i:76' - -_— - =-En—-m a _ _ 1.44"-�=I \ p a-t 9 c w - J 114'X 1-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL I v °g p o a Na N� mda� K #10 X 1-1/7'PFH SMS STEEL 2.75" 0❑ ` � e - --L--- #10 X-1"PFH SMS -- --- - _ SS -- 1.88" 0.065_ $? 1 FRAME' —X_cw-- -- 4 HEAD ADAPTER' PVC 5 HANDLE RAIL' PVC � a a w 6 KEEPER RAIL' PVC 7 LOCK RAIL* PVC 0.065" o o 8 PLAIN RAIL' PVC 9 GLAZING BEAD' PVC 10 REINFORCEMENT(6063-T5 ALUM.) ALUM. 0 7 LOCK RAIL TT SIUADAPIER �, m 11 SILL ADAPTER' PVC ao C"'I 20 PUSH BUTTON SWEEPLOCK I�I " - 0.98' 21 PUSH BUTTON SWEEPLOCK KEEPER n cn o o 23 #7 X 3/8"PFH MS STEEL 1 I 1.8T 0I J 25 TILT LATCH ut,. ,l I o a a m 26 #6 X 1"PFH TEK SCREW STEEL ` » E3 lu C4 gym LL 28 WEATHERSTRIP(0.250"SINGLE FIN PILE) a 30 114'X 7'X 6"LONG PLASTIC IMPACT BLOCK ABS y 0 31 REINFORCEMENT 0.25"X 1.5'X 50"(6065-T5 ALUM) ALUM FRAME o o 12 •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY O 4 HEAD ADAPTER ❑�� p IL ='o EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS'. v N a S HANDLE RAIL o w h $ I"GLASS BITE 7/8"THICK I"GLASS BITE 7/8'THICK Z�+ 1/8"ANNEALED118"ANNEALED c" 0 a e 0.090"SAFLEX"PVB INTERLAYER 0�0.090"SAFLEX'PVB INTERLAYER i $ 1/8"ANNEALED D 1/8"ANNEALED R� AIR SPACE AIR SPACE 0 CD 1/8"ANNEALED 1/8'ANNEALED N N~0 0 ¢ STEEL INTERC[FTSPACER STEEL INTERCEPT SPACER Z o io c DATE' 6/24 13 3 3 INSTANT GLAZE III(DOW) 2400SAS(DOW) In , ❑O ocpt swF N.T.S. o GLAZING DETAIL I DWG-rn: JK m' g GT GLAZING DETAIL G2 1 �-1.76" p{K Bt; LFS 3 JJJ--- DRAWNG NO.: REINFORCEMEM KEEPER RAIL ? © 3T 6 FL-15780.3 0 s cer 5 ov 5 " le — — 0 a I. 7/4/2015 Florida Building Code Online rA rafOR�d x(33 tI'?e(ii BCIS Home Log In User Registration € Hot Topics Submit Surcharge s Stats&Facts Publications I FBC Staff i' BCIS Site'Map Links ("Search Busines Profess I 4 Product Approval USER: Public User Regulation EMZZM , ! Product ADDroval Menu>Product or Application Search>Application Lis[>Application Detail I fk � a t FL# FL15768-R3 � z• tea:+t Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-3400 Ext 1109 jtinker@soft-lite.com III I Authorized Signature Vivian Wright rickw@rwbldgconsultants.Icom Technical Representative Address/Phone/Email I` i Quality Assurance Representative Address/Phone/Email I Ili Category Windows Subcategory Fixed l Compliance Method EEvaluation Report from a Florida ReIgistered Architect or a Licensed Florida Professional Engineer n Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report i Florida License PE-43409 j Quality Assurance Entity Farabaugh Engineering and Testing,iInc Quality Assurance Contract Expiration Date 12/31/2016 II Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy- I Certificate of Independence FL15768 R3 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 .I; 2008 ASTM E 1886 2005 ASTM E 1996 2006 ASTM E1300 2004 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By .I Sections from the Code l Ili httpsl/fforidabuilding.org/pr/pr_app od.aspx?param=wGEVXQwtDgt3elSAInEOW5p/o2b4JiAhpQMdgMHALEcXyF�cnnHG8l wf4Mg%3d%3d 1/3 ;I I I 7/4/2015 Florida Building Code Online I jl Product Approval Method Method 1 Option D III Date Submitted 01/14/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 r Summary of Products FL# Model,Number or Name Description II 15768.1 a. "CPWL"Casement Picture Extruded PVC Low ProfileI'Fixed Casement Picture Window- Window Low Profile (O Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.1.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 ii,. Other: See INST 15768.1 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.1.odf additional use limitations, installation instructions and product Created by Independent'�hird Party: Yes particulars. _... --..........._.......... _.. 15768.2 b. "CPW"Casement Picture Window Extruded PVC Fixed Casement Picture Window-(O Configuration) Limits of Use Installation Instruction's Approved for use in HVHZ: No FL15768 R3 II Inst 15768.2.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent;jfhird Party: Yes Design Pressure: N/A Evaluation Reports ill Other: See INST 15768.2 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.2.odf additional use limitations, installation instructions and product Created by Independent,Third Party: Yes particulars. 15768.3 c. "Imperial LS PW12"Picture Extruded PVC Fixed Picture Window- (O Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent'!'hird Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15768.3 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15768.4 d. "5400 PW54(G5401)"Picture Extruded PVC Fixed Picture Window- (O Configuration) Window I !LI Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.4.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 15768.4 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.4.odf additional use limitations, installation instructions and product Created by Independent'Third Party: Yes particulars. i 15768.5 e. "5400 PW54(G5401)" Picture Extruded PVC;Impact"Fixed Picture Window-(O Window Configuration) Limits of Use Installation Instructions' Approved for use in HVHZ: No FL15768 R3 II Inst 15768.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Inaependene.1 hird Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15768.5 for Design Pressure Ratings, any FL15768 R3 AE Eval 15768.5.odf additional use limitations, installation instructions and product Created by Ind ependentil hird Party: Yes particulars. 15768.6 f. "5300 PW53(G5301)"Picture Extruded PVC Fixed Picture Window- (O Configuration) Window !I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15768 R3 II Inst 15768.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independentl,Third Party: Yes Design Pressure: N/A Evaluation Reports httpsl/floridabuilding.org/pr/pr app dM.aspx?param=wGEVXQwtDgt3elSAlnEOW5%2b4JiAhpQMdgMHALEcXyExnnHGE wf4Mg%3d%3d 2/3 i II I � 4 i I 7/4/2015 Florida Building Code Online Other:See INST 15768.6 for Design Pressure Ratings, any FL15768 R3 At EVAL 15768.6.Ddf — additional use limitations, installation instructions and product Created by Independent Third Party: Yes particula I li 15768.7 g. "5300 PW53(G5301)" Picture Extruded PVC"Impact"Fi ied Picture Window-(O Window Configuration) Limits of Use Installation Iristructions Approved for use in HVHZ:Yes FL15768 R3 III Inst 15768.7.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 15768.7 for Design Pressure Ratings, any FL15768 R3 AE EVAL 15768.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 3act EE J 'I Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. :: Privacy StaItement::Accl ssibilfty 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,pleaselcontact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide thel Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addressesare,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 area licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: eCAeck CCU.It\'\4 i,'fitAL'J" II II I II I 'I II I I I II I , I l I i i hftpl/floridabuilding.org/pr/Pr�app dtl.aspx?param=wGEVXQwtDgt3elSAInEOW5%2b4JiAhpOMdgMHALEcXyExnnHGSHwf4Mg%3d%3d 3/3 li i J R R W Building Consultants, Inc. W B Consulting and Enginecring Services for the Building Industry C P.O.Box 239 Valdco.FI,33595 Phanc 813M9.9197 Florida&ard ofProfessional Engineers cenificatc orAathcrixation'No.9313 l IReport Date: APH128.2015 I Product Sub Category Manufacturer Product blame CateIli Soft-Lite LLC "5300 PW53(i35301)' Windows Windows Fixed 10250 Philipp Parkway ! Picture Window Streets boro,OH 44241 j '"Irnpai t" (330)628.3400 II Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No-611G20-3,Method 1 D of the State of Florida Prod uct'Approva1.Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmdt,P.E.do not have nor will acquire financial interest in ther company manufacturing or distributing the product or in any other entity involved in the approval process ef:(he product named herein. Limitations: 1. This product has been evaluated and is In compliance with the 5th Edition(2014)Flouca Building Gode(FBCj structural requirements excluding the"High Velocity Hurricane Zone". it 2. Product anchors shall be as listed and spaced as shown.mi details.Anchor embedment to base material shall be beyond,wall;dressing or stucco, 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of theFECand does not requiire an impact resistant covering. This product meets missile level"C"and excludes Wind Zones 3 and 4.as defined in Section 1609.122 of the F8C. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Slle conditions that deviate from the details of drawing FL-15768.7 require further engineering analysis by a licensed engineer or registered architect. 6, See drawing FL-15768.7 for sire and design pressure limitations. ,I Supporting Documents. 1. Test Report No, Test Standard Testing Laboratory Signed by TEL 03001289 AAMAIWDMA1101/1.S.21A440-08 Testing Evaluation Lab Inc. ! VK Wright TEL 03001290 AAMANUDMA1101/1.S.21A440-08 Testing Evaluation Lab,,lnc. V.K.Wright TEL 03001291 ASTM E1886(05)ASTM E1996(OB) Testing Evaluation Lab,jnc. 1%:K.Wright TEL 030D1292 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. VX Wright Z Miami Dade NOA Materials Testing 111 r, 13-0129.27 DuPont ButaciteO PVB Interlayer 3. Drawing No. Prepared bX Signed&Sealed by No.FL-15768.7 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ! 4. Calculations Prepared by Stgned.&Sealed by Anchoring RW Building Consultants,inc.(CA#9813) .,. 1!y'ndon F.Schmidt,P.E. 5. Quality Assurance i,' Certificate of Participation issuad by Farabaugh Engineering and I Er= Testing,Inc,certifying that Soft-Lite LLC is manufacturing products within a quality assurance program that complies with 1SOAEC !'gS 17020 and Guide 53. w� Lyndo6F.Schmidt;.P E: FL PE No.-43409 412912015 Sheat t of 7 'i -Lite Oft =8,4 V 4c UWhdows z g LLton `/ L W Bringing quality LU light.. .11' PV ��ttIT, sanmz 10250 Ptnlipp Parkway l� Streetsboro.Ohio 44241 o N Z e ---- -- - —SEE CHART FOR FRAME S1ZES -- - --- -- - _ - - o - a omo o and d@ --- "5300 PW53 (G5301)" E o= - - —PICTURE-WINDOW— "IMPACT" PICTURE-WINDOW—'IMPACT' < o oQ o � ZW O 3 } G�i m a GENERALNOTES ¢ V � vvJ 'iK 1. This product has been evaluated and is in compliance with the 5th Edition(2014) h y Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone°(HVHZ). 1 ' 0 q a a 2_ Product anchors stall be as fisted and spaced as shown on details.Anchor 1 } embedment to base material shall be beyond wall dressing or stucco. DD 3. When used in areas requiring wind borne debit protection,this product compiles � with Section 1609.12 of the FBC and does not require an impact resistant covering. This product meets missile level"C"and excludes Wind Zones 3&4 as defined in v ASTM El 996 and Section 1609.12.2 of the FBC. N E in o z 4. For 2x stud training construction,anchoring of these units shallbe the some as that w shown for 2x buck masonry construction. u) Of G5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. � z a MAX; MAX: DESIGN PRESSURE(PSFJ o o GLASS FRAME DLb;, TYPE.. 5. TABLE OF CONTENTS DIMENSION -DIMENSION POSWE .NEGATIVE o c o SHEEfg DESCRIPTION -. 'z a 1 Typical elevations,design pressures and general notes 48.0"x 63A" 43-V x SW Gil +60.0 -60.0 rxrE 10125113 i 2 Horizontal and vertical cross sections sr N.T.S. E 3 Buck and frame anchoring DWG.yy JK m' 4 Bill of materials,components and gl®ng details roc er LFS 3 r DruwNc NO- FL-15768.7 ro_FL-15768.7 a oe+o=r 1 or 4 z R:\Cients\Soft-L'de Permanent\Florida Product ApprovaLs\FL 15768 Fixed\C-Drawings\FL 15768(2014)\FL-15768.4-7dwg.dwg,2.7 ISI TvI i. N� m �Z I �^x T00 Er C '' ❑ a N W m C) o NW O NN Z 3 N n 7 ' n I . I II p I I ,I i' m I Q I m m N N 0 n e � III N W .ill o t_ ❑a o m V ❑a❑ 94. o'z a '0 QA P oy w c0 N (mj o m 0 w o� 0 Z ` Z P 0 6 , I 1-1/4"MIN. 3 1-IM MIN. EMB.(TYP.) a' EMB.(TYP.) � I In Z In Q ,I it II ��I ^ Z No.43409 g 4 PRODUCT: Doeomemt,r eperod ey '1 € SOFT-LfiE WINDOWS Lyndon F. Schmidt �� ;wLo; •' �� IN I �i O P.E. No. 4340914 -1 rs PART OR ASSEMBLY: BUILOINO CONSULTANTS, INC. I� tb y 1 3 03 15 UPDATE 70 5TH ED. 2014) FHC JK HORIZONTAL AND VERTICAL i, lil/I/ P'Ol Box 230, Valrieo, FL 33595 w NO DATE BY CROSS SECTIONS YY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 ®2013 R.W.BUILDING CCNeIILrANT8 INC. � I'il 14.5-MAX.O.C.(TYP.) 4• ITMAX O C.JTYP J RS m *,� .11 111` O n m i « U N ti p- � E Z z 0�0 � c m cL: - p U) got a m a c TYP. 2X BUCK p 2X BUCK _ O E o Z -- -2X- - ---- — - — - -- --- J _1XBUCK - -tea --- BUCK - K DIRECTTO FRAME _ MASONRY 2 MASONRY OPENING TMP MASONRY 3 = z OPENING 3 W d o I I I I o < �•." v a Y BUCK ANCHORING FRAME ANCHORING �m t° d a 0 z a � O to CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. F edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 maintain the min.edge distance to mortar joints,additional concrete anchors z) ? 'e may be required to ensure the MAX.ON CENTER"dimension are not exceeded. n g 3. Concrete anchor table 'a < MIN MIN CLEARANCE:( MIN.CLEARANCE. n m' ANCHOR ANCHOR T MASONRY TO ADjAcak TYPE SIZE EMBEDMEfYf EDGE ANCHOR O a 'z a I DATE 10 25 13 i 4" 'o SCALL, N.T.S. € ELCO ® DWG.BY. JK m ULTRACON 1/4" 1.1/4" 1" 4" LHK BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DNAWM NO- -F D.: � 19 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15768.7 n wood screws to prevent the splitting of wood. n sH¢r 3 DF 4 o — — a 0 BILL OF MATERIALS `S� ............. .1 ° REM• DESCRIPTION MATERIAL O' ••'• jl 8 C3 A 1X BUCK SG 0.42 WOOD QJ; fizz B 2X BUCK SG>=0.42 WOOD °� z * ae =- �i bz 0 0 C 1/4"MAX.SHIM SPACE :{i". z Ca i n D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 3.45 e m m E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE /'fill {{ �� =6;;d 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 UN••Z F #8 X 2-1/7PPH SMS STEEL V v v 0 o z v -- - - -=-J 1/4"-X3-1/4"HWHELCO-_OR:fW;CONCRETES.C-REW--_ _ __STEEL— - — _ -- _ _ — -- _ _ _ _ - z _ o 10 K 114"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL o o �:d ° 5 R r a 1 FRAME* PVC ' m a a 2 GLAZING BEAD' PVC - ----—3—.CHANNEL.COVER' — 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". z 0.065 Q J 3 O U ari 2 � 325' � � v T FRAME y ao o zd G w a m a a G' �m NEXT GENERATION(DOW)OR 1/7 GLASS BITE INSTANT GLAZE III(DOW) v 0 7/8"THICK z W d fA f� 1 1/8"ANNEALED �P, .846" a: R o d 0.090"DuPONT Qo Butocite®PVB INTERLAYER 0.05' e 1/8"ANNEALED t AIR SPACE 0.78" o a $ 1/8"ANNEALED n 0 0 TIN PLATED INTERCEPT SPACER 2 GLAZING BEAD 3 CHANNEL COVER DAM 10/25/1.3 ? a.F. N.T.S. ° I Gl GLAZING DETAIL M.Irl: JK m CHK.ft. LFS ; DRAWWG NO.: FL-15768.7 0 SHEET 4 OF 4 I it t II 7/4/2015 Florida Building Code Online 77 hmdp � go "`�^�FW' '�'7dte„t�;.s "�✓,�" a'' ��r� -�,. "j S �� 4�' d tF +" .10r;(jct i?epaq Perla BCIS Home ; Log In User Registration Hot Topics ; Submit Surcharge I Stats&Facts Publications j FBC Staff BCIS Site Map Links •Search i it Busines ';?, �, Professiglal Public User USER: Public User : I Regulation Product Acoroval Menu>Product or Aoolication Search>Application List>Application Detail IIS FL# Cekoss@cws.cc -R2 Application Type � Code Version Application Status d Comments i Archived i �I i Product Manufacturer Window Systems Inc. Address/Phone/Email 44th Avenue it 34474 8-6922 ws.cc l Authorized Signature Koss Erin ! ekoss@cws.cc ,I Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291' ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. �l Ocala, FL 34474 (352) 368-6922 Ext 2911 jlathrop@cws.cc i Category Exterior Doors t Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from al Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ;L Validation Checklist-Hardcopy;IReceived Certificate of Independence FL11103 R2 COI EvalReo CWS-2988(SGD-8900 IMP) Ddf I 'I ,I I Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-OS 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 !' 2002 TAS 201/202/203 1994 Equivalence of Product Standards httpsl/floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDPvnFimWAkdS3N3YofrjggA%3d%3d 1/2 I � I i I I I. 1 i 7/4/2015 Florida Building Code Online Certified By �I ;I I Sections from the Code it I Ij III Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 frp r of Products Model,Number or Name Description l;l SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC,Sliding Glass Door. of Use Installation Instructions ved for use in HVHZ:Yes FL11103 R2 II CWS-291 B (SGD-8900. IMP).Ddf ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 t Resistant:Yes Created by IndependentlThird Party: Yes Pressure: +60/-60 Evaluation Reports Large Missile, DP = +/-60 psf, Max, panel size 4'x FL11103 R2 AE DuPontSGP NOA 11-0624 02 Ddig. include OXXO, OXO,OX,XO. Glass complies to FL11103 R2 AE EvalReolCWS-2988(SGD-8900. IMP).odf 1300-04. FL11103 R2 AE Ouanexi(Mikron) NOA 12-1017 02,pdf Created by IndependentlThird Party: Yes 0 0 I I� 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 Eo apublic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 thel Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email)addresses ar6;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 tp the public.To'determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: swu19tN-mr[R IC'.i I I I I � 'II II �I �I I I it I, httpsJ/floridabuilding.org/pr/pr_app d.aspx?param=wGEVXQwtDgttaGslp3GvLAOCRBKBPq%2fDPvnFimWAkdS3N3YofrjggA%3d%3d 2/2 I URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 roduct Description: Series 8900 PVC Sliding Glass Door, LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala;�FL 34474 Statement of Compliance: This report evaluates the above-listed product pier the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 51h Edition(2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner; P.E. 3) Test Reports NCTL-210-3506-1 and-lA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS 298B. Limitations of Use: This product: • May be used in up to 48 7/8" x 93 1/2" panel sizes (96"max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP) Interlayer per Miami-Dade NOA`#11-0624.02t • Requires Quanex (Mikron)white rigid PVC extrusions per NOA#12-�l017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5" Ed. (2014)Florida Building Code for use in this product. Certification of Independence: Ido not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do II intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing�or approval process of this product. �AORE�y • 'I N. _58201 = * 4/18/2015 :�a�" Lucas A. Turner, P.E. �9 • STATE OF FL PE#58201 '1r. "iii F•;'�� O R.it %,•� ,: ONA9 t.r` � SLIDING GLASS DOOR - IMPACT GENERAL NOTES:1. 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 191 1/8' WWW.CWS.CC 48 7/8• MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANEL WIDTH A ly 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC 4.DESIGN PRESSURES: SLIDING GLASS LGUASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT MAX -- -s TABLES ASTM E-1300-04. --- - -=UNIT— —_- - - - _ _ ___ — -- - -- _ _ _ _ _ DESIGN LOADS BASED ON TESTED PRESSURE WATER _ _ -___ ---__ _INFILTRATION TEST PRESSURE,AND..GLASS TABLES ASTM.E_1300-04. ._HEIGHT --_. X X O 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE Fzo 6i931/2' B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAILMAX PANEL B WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHORHEIGHT CALCULATIONS.- -- -- - -- -- ---- —w m -- 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT U) C REQUIRED. m m ZC1 6 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY c 1n WELDED. N N Z > A q a: X Q Of 6 LU 8.SERIES/MODEL DESIGNATION:SGD-8900. a a a 96. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: W < U 14513116" MAX UNIT WIDTH X=OPERABLE SASH,O=FIXED SASH. oa w MAX UNIT WIDTH 487/8 a p 48 718• MAX 10.SEC ON CALLOUTS APPLY TO ALL CONFIGURATIONS. ANEL�WIDTH PANEL WIDTH m Q Z 1 XTERNAL WEEP SLOT=1/4 x 1•LOCATED 4•FROM BOTH ENDS. 413/LAS413/4• ``pP,1SORE GS96, GLASS ��P ' .......... GNSFQti DLO DLO _ __ MAX _ __ :v' No 58201 MAX UNIT UNIT HEIGHT HEIGHT 931/2" 863/8'O X O 93112' '�' STATE CSF tom+ MAX D GLASS DMAx E PANEL DLO PNEL AEOHEIGHT HEIGHT 3/8' �� ` ...GLASS DLO y� C C 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE DRAWN BY!ELEVATIONS S CONFIG. MAX. UNIT SIZE IMPACT RATING GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08 SECTION VIEWS OXXO&GLAZING DETAIL....2 _ SECTION VIEWS OXO&XO................................3 DWG#' REV.: EXTRUSIONS&B.O.M.........................................4 - 48-7/8" - +/-60 PSF LARGE MISSILE IMPAcr CWS-298 B IANCHOR SCHEDULE DETAILS NOTES............................5 OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT scnLE. SHEET INSTALLATION DETAILS.....................................6 1:33.33 10176 VVINDOW SYSTEMS 5 18 26 4 7 3 21 0 8 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.Cc El 8900 Pvc El SLIDING GLASS 8 DOOR-IMPACT w 'a 1 30 33 6 q 19 2 9 1 zU) SECTION B-B 0 > LU 17 1"OVERALL Of F- 1 -3/16"TEMPERED CI a: I--] C2 w c) ---3/8"AIRSPACE U) W 2 LASS 7/16"LAMINATED G 4 < 0 3116"ANNEALED GLASS z I"OVERALL 3'16"TEMPERED AIRSPACE LAMINATED GLASS ANNEALED GLASS .0903116" Y M 3 -AR. 7 1 6. M 3 1 6_ANN S '%J11111811", L SENTRY GLASS IONOPLAST INTERLAYER 'I " _L LASS 3116"ANNEALED GLASS 8 -*\rr-N,9'-12 . -11PI PAIR OF ANCHORS AT EACH CLIP. LL LO 13 ❑ SEE SHT 6 FOR SPACING v t No 58201 -p STATE OF 13 33 PURFECT GLAZE"H" SIKAFLEX 552 13116"GLASS BITE 13 r1c30 4/312015 SECTION C-C LUCAS A.TURNER,P.E. FIXED PANEL ATTACHMENT FL PE#58201 1239 JABAAVE. -J, 3 NORTH PO ,TEFL 34288 1 4 PH.941-380-1574 3 14 NOTE: SHEET DESCRIPTION: 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE 14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO AND GLAZING DETAIL 31 Q 7DRAWN BY: DATE: 1 ED ID 9 ADE 06103108 DWG 9: REV.: 3 15 1:1.33 CWS-298 B SCALE: SHEET 1:2.63 2 OF 6 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 3 16 8 0 2 1 3 13 7 4 26 18 5 8900 PVC Ir-1 SLIDING GLASS El a DOOR-IMPACT W W. m W LLLL 0 z 0 9 35 34 19 4 6 30 1 z W Ld Ld W SECTION D-D ow W ly < Lij 0 Z '%lifflooll" ,0%jg)RE�j, If$, 25 1 6 1 24 7 33 3 1 0 %,%C,��.......... ILT- T No 58201 jZ- STATE OF4U qj Z 8 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 12 30 33 6 24 1s 2 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS-OXO AND XO/OX DRAWN BY: DATE: NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SCALE: SHEET 1:2.63 30F6 PARTS LIST 515116• FRAME CONSTRUCTION jjj777///777��.�,,,(((�� /{/�////UU(ir/�I�Iy/��//��{ ITEM PART NO DESCRIPTION VENDOR MATERIAL \%!'l 1 H-6042 FRAME,MAIN,SGD MIKRON PVC 1518' 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 WINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM O 24 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 718• IS j} 211116" 1/g• W ALA,FLORIDA L RI A 34474 5 H-60PANEL SIDE RAIL,SGD MIKRON PVC- 6 H-603333 PANEL,INTERLOCK,FIXED MIKRON PVC IL [J JI_ 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1718" --{ 1 7/g•--{ FRAME CORNERS 1 718' 11 P-3342 SEAM SEALER,SM-5504 SCHNEE I I SCREWED TOGETHER DOOR-IMPACT 12 P-3039 SET.BLOCK,85 DUR 1/8"X7/8"X2" FRANK LOWE RUBBER - � - ____ ��---_4 - _-_ _ D _- 1:10 - - 13=--P3438-SIKAFLEX552 OR PURFECTGLAZE-"R" SIKA/HENKEL _ _ _- - --- - 7 - 5 - _= 6---------VENT--CONSTRUCTION --- `w 14 P3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB N F 15 P-3539 #8 X 3/4"QUAD PHILIPS,TEK FASTENAL ZINC o o 16 P-3557 #10 x 2,HEMEAD,TEK FASTENAL ZINC 3 9/16' 3 9116' 3 9116• Y 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 1!g•_ - } 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC -- - -- - ---- --- - - -- ------- = -- -- -- - --------W-- m ---- - 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL Z 20 P-3792 3/4"KEEPER AMESBURY SS 118 m m O 21 P-3793 MORTISE LOCK HS&DSS —OF v Ln 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL N N z > PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTSFULLY WELDED O w 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w w af 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 a ao a 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM w U 26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM w 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2• I-- 2- 21/16• I O 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 5/8'—{ 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM 8 5 I 9 m ¢ z 30 S-6037 GLAZING BEAD 1.00•,SGD MIKRON PVC 26 FF 3 �,pnnnpr,� 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213116' �J�Pp1DREWy T4,�� 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 3 3/16' 1/16" 3 1/16' 2!18' 1 15116' .`Q`:'�C c NR .GQ 33 GLASS(SEE SHEET 2) 1/16" :V F°'•4''��+ 34 H-6044 SCREEN CHANNEL MIKRON PVC 118' ,/8 v 7 No 58201 '�- 1/16' 35 S-6045 SCREEEN ADAPTOR MIKRON PVC 36 P-4278 WSTP.,0.2"X 1.25"DUST PLUG ULTRAFAB 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM '9 STATE OF .w+` 38 P-4366 WSTP.,1"X7.1"X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 :+OnF•�L O R 1 OP'N2�;.� 40 P-0479 WEEP HOLE COVER tx BACK FIN SUTL VAN PVC 2 1,/16' 2 118' 314' 2- 4,,�S/ONA%-,%G� 37 1/16' F 32 Zx 33!8' 1 31g• 7 4/3/2015 �---{--518' 112' 35 13/16' 13/4' —ol— I I _� � 1116' }� —— — 3/4' 1/16' ROLLER TRACK-1930 11,6' LUCAS A.TURNER,P.E. 9 28 t L ——— FL PE#58201 SILL THRESH COVER-1764 1239 JABARA AVE. PVC SCREEN ADAPTOR-6045 PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 7/8' 2 1/16" PH.941-380-1574 2 3116' SHEET DESCRIPTION: 5 1/16'CSO OO 4 3/8' � 118• 7116• � 5/8' 3a FFr2 1,/B 3 BOM AND EXTRUSIONS 1 1/2' 11/a• 9116"1118• 31DRAWN BY: DATE: ' 1/16' 1/8 FIXED PNL SUPPORT-1722 V16 ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG#: REV.: ooG—�.oo CWS-298 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: PVC ASTRAGAL-6043 REINF.-1726 SHEET 12 40F6 6'MAX. { - -{-J-Z 4 D.C.MAXWINDOW SYSTEMSS T (TYP) (TYP) 1900 SW 44TH AVE.OCALA,FLORIDA 34474 www.cws.cc 6"M-,- 1 (TMP) 18"MAX.O.C. 8900 PVC cryp) SLIDING GLASS DOOR-IMPACT cf) LLC) 0 z 0 Z w 0:a. 0 w p FOR w Q- ca Q 0 No 58201 =-Qt im STATE OF 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 1-0 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1!4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL eBE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. i 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE T BL 1 SHE T 4/3/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS SHEET DESCRIPTION: To SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ACE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 B FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS),FM/VAAMAfWDMA 300(EXTERIOR DOORS). SHEET 120 5 OF 6 TYPICAL HEAD ANCHORAGE 2 7/16'MIN. MIN.EDG)DI 1/4"MAX.SHIM SEE TABWINDOW SYSTEMS INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CWS.CC SUBSTRATE BY OTHERS MIN.EM SEE TABLE 1 SEE TAB8900 PVC PERIMETER SEALANT � � u �1/4"MSLIDING GLASS BY INSTALLER ❑ DOOR-IMPACT INSIDE AND OUT 2 7/16"MIN. LLI N F INTERIOR e� 0 0 0 INSTALLATION ANCHOR SEE TABLE 1 Y MIN.EDGE DIST. � } SEALANT BETWEEN BETWEEN /n SILL RISER AND FRAME /// U U Z Q a BYINSTALLER m m O Q 4u PERIMETER SEALANT BY INSTALLER a m INSIDEANDOUT N N Z W PERIMETER SEALANT �0 SUBSTRATE BY OTHERS ¢ w O w BY INSTALLER UU SEE TABLE 1 a a F- INSIDE AND OUT ❑ d DO NOT COVER ('B� HORIZONTAL SECTION w u U WEEP HOLES 6 TYPICAL JAMB ANCHORAGE a o w MIN.EMBEDMENT p SEE TABLE 1 an- SUBSTRATE p SUBSTRATE BY OTHERS- SEE THERS •- SEETABLEI SEE STALLATION ANCHOR ap Q Z TWO ANCHORS PERFIXED THROUGH SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. PRE DRILI ED HO ES �,J'P IOREW jli,� HEAD BY INSTALLER MIN. SEE TABLE 1 `J�y�';'�G E NS'•f✓,��i, A `VERTICAL SECTION 1/4'MAX.SHIM ` 6 TYPICAL SILL ANCHORAGE FIXED PANEL �� NO 5820'1 i3 MIN.EMBEDMENT `+t: *• S SEE TABLET =row ^9: STATE OF TABLE 1:APPROVED INSTALLATION FASTENERS ',EDGE DIST. �fis•:............7 F� FIXED PANEL �+0�••" ,< O�%"��w SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" SEE TABLE 1 �etgg/ONA%S��` CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" y CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-314" 1- ❑ i- HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116'ITW TAPCON 1" 3" 17 7/8' 4/3/2015 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MAX.O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1" FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1" 1239 JABARA AVE. 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT, 34288 7/16" CLIP ANCHORS MUST PH.941-380--11 574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD ISTANCE OF 3"AWAY 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116 FROM ANY MAIN FRAME GENERAL NOTES AND NCHOR. 4 ELEVATIONS FIXED PANEL CLIP ANCHORS INTO: CONCRETE(2.0 KSI MIN.)OR 3116"ITW TAPCON 1" 3" INSTALLATION L DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) NCHOR(TYP) ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: HORIZONTAL SECTION FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG tt: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 B HOLLOW OR GROUT-FILLED CMU(ASTM C-90) SCATE'- SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY III, FILE # 4171420 OR BOOK 3848 PAGE 1433, Recorded 03/22/2016Iat 09:12 AM I l l h I � 1 AFTER RECORDING-RETURN TO: I � I PM%U'f NLMOM' This Spam Is mewed for rorordlnK Inra NOTICE OF COMMENCEMENT I J lid The undcraigned horeby given notice that improvement will be made to certain real property,and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. I 1.DESCRIPTION OF PROPERTY(Legal description and street address)TAX FOLIO NUMBER:2307-333-0001-000-8 SUBDIVISION BLOCK TRACT LOT BLDG i UNIT III 07 35 39/18 35 39 W 476 FT OF S 349 FT O OF S 1/2 OF SW 1/4 OF SEC 7 AND W 476 FT OF N 5 FT,OF NW 1/4 2.GENERAL DESCRIPTION OF IMPROVEMENT:Replace 2 Windows and 2 DOOTS 3.OWNER INFORMATION: a.Namc Elizabeth S Miller b.Address 960 Godfrey Rd,Fort Pierce,FL 34945 c.interest in property d.Name and address of fee simple titleholder(if other than owner) I' 4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER: Paradise Exteriors,T ILC 1918 Corporate Drive,Boynton Beach,FL 33436 Phone:561-732-0300 I 5.SURETY'S NAME,ADDRESS AND PHONE NUMBER AND BOND AMOUNT: I ,f j 6.LENDER'S NAME,ADDRESS AND PHONE NUMBER: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served ai provided by Section 713.13(1)(a)7.,Florida Statutes: I NAME,ADDRESS AND PHONE NUMBER: 8.In addition to himself or herself,Owner designates the following to receive a copy of the Lienor's once as provided in Section 713.13(I xb),Florida Statutes: I, NAME,ADDRESS AND PHONE NUMBER: 9.Expiration date ot'notice of commencement(the expiration date is 1 year from the date ofrecording unless a diticrent date is specified) 20_ WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THIE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713.PART 1 SF.CTiON 713.13.FLORIDA STATUTE$;AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE.RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. l Signature"I'Dwner ar Print Name and Provide Signatory's Tltl Guice Owner's Authorized Officer/Director/Partner/Manager State of Florida county or St.Lucie The foregoing instrument was aclarowledged before me this O3_day of /IRP l.20 _Ij Hy 6LI7ABErd zaen FALLLER- as I III (Printed name of person signing above) (Type of authority...e.g•Owner.officer,trustee'.attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known ✓or produced the followin Ig type or ID: JAMES HOWELL MYCOMM�" �UAMES How6u, 2Z9 (Printed Name of Notary Public) TSiAaturc of Notary Public) (SeaD 1 111- Under penalties of peury,I declare that I have read the foregoing and that the facts in it are true to the best 6f rjmy knowledge and belief(section 92.525,Fluridd Statutes). Signature(s)of Owners)or Owner(s)'Authorised OtTcer/Director/Partner/Manegerwho signed above: � By: c1C%2 !F2!� NIX x-w"�— Uy a�,.cenoaw,raa1 (Signature) (Printed Name) ill I� 1 I ' STATE OF FLORIDA ST, LUCIE COUNTY THIS IS TO CERTIFY THAT THISI IS A TRUE AND CORRECT COPY OF THE ORIGIN T J S , SMITH, CLERK By: f^ of tyCI r Date: 1/O 1 I i I Il