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i OFFICE USE ONLY: 1�1� !( DATE FILED: LA' 15 -1 (p PERMIT# `—I�(00 — O© I REVISION FEE: RECEIPT# 1 ,`k 3r1 lzL— PLANNING &DEVELOPMENT SERVICESR E C EE ® BUILDING&CODE REGULATION DIVISION e 2300 VIRGINIA AVENUE APR 20%FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 P E R PI F l- 4G St. Lucie County, FL APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION I. LOCATION/SITE '' 11 - Z I 1 ADDRESS: Q C e QY V L l e scYl eaF C S q G/ -7 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: b C z s -e d 3. CONTRACTOR INFORMATION: //'' STATE of FL REG./CERT.#:SCC 13 I I Jib`i- ST.LUCIE COUNTY CERT.#: BUSINESS NAME: C) S QUALIFIERS NAME: i C h ADDRESS: YI `6G -1- CITY: STATE: ZIP: �P PHONE(DAYTIME)•), FAX: 4. OWNER/BUILDER INFORMATION: �j NAME: n 1 Y 1p c1 ADDRESS: cl--`�CkIfyAlul CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 REVISION JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4173835 OR BOOK 3850 PAGE 2812, Recorded 03/29/2016 at 03:34 PM E C;PV H-14,'VED Analk RWORDMC-RETURN Tot (00q 0()q I F Ak 15 2016 rM%rYNLMJ3M: 'Mr.St..1.--d 1-�Wrdi�g W. qERM1iTTIP1IG L St--Ujcia County. F!- NOTICE OF COMMENCEIVIENT The undersigned hereby given nodoc that improvement will be made to certain real property.and in auourdanw with Chapter 713, Florida statutes the following information is provided in the Notice of commencement, 1.DESCRIPTION OF PROPERTY(Legal description and street address)TAX FOLIO NUMBER:3522-607-0061-000-0 SUBDIVISION_BLOCK_TRACT�--LOT�—BLDG L—UNIT DUNE WALK BY THE OCEAN a/k/a SAND DOLLAR DOLLAR NORTH BLDG B UNIT 211 2.GENERAL DESCRIPTION OF UVIPROVEMENT-Replace 4 Windows 3.OWNER INFORMATION: a.Name Anthony&Karla Garcia b.Address-7370 S OCEAN DR 211 Jensen Beach,FL 34957 _cAntercstinproperty _ d.Name and address of fee simple titleholder(if other than 4.CONTRACTOR'S NAME,ADDRESS AND PHONE NUMBER:-Para djS0_&tnriD13,1 j.(1 1918 Cniporate D . ,R=tnn Reach,.Fy 3� 16[!hone:561-732-0300 5-SURETY'S NAME,ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6,LEND'ER'S NAME,ADDRESS AND PHONE NUMBER* 7 Persons within the State of Florida designated by Owntrupon whom notices or other documents may be served as provided by Section 713.13(1 Xa)7.,Florida Statutes: NAME,ADDRESS AND PHONE NUMBER: 8.in addition to himself or herself,Omer designates the following to receive a ropy of the Lienor's Notice as provided in Section 713.13(1 Xb),Florida Statutes: NAME.ADDRESS AND PHONE NUMBER: 9.Expiration date of notice of commonecracm(the cxpiralion date is I year ftom the dote orrocording-unless a di tlk:Tcnt date is apecifled) WARNING TO OWNER;ANY MMENTS MADE BY THE OWNER AFTER THE ENPJRA0159 STNOTICE OF COMMENCEMENT CONSIDEREDARE CONSIDED TMPRQPY,;R PAYNEWS UUNDERCHAPTER 713,RM I SECnON Mff'll .I%TVrFS,AND CAN RESULT IN YOUR PAYING Z-�MNTS TO YOUR PROPERTY,A NOTICE OF COMMENCEMENT MUST Dr.RECORDED Q- D K)STFI)ON T",IQ13 579 UF FORE THF.FIRST CCOR AN 'IT TNSP—FCTFON,IF Y013 TNTFND TO GOTAIN FINANMFE, C(W�1�13-1.T WITH YOUR LENDER OR&N_0MORNE)EPEFORS COMMENCrNO-,\IOBK OR RECORDING YOUR NCMCE OF COMMENCE M NT. Signature p:rwoer Print Name and PIrmide Signatory's I-Itle(Office Owner's Authorized OfficenDirector/Partner/Mauncr State of Florida County or St.Lucie The 4 * ,isu= t ka lodgedbcforcuiethis— 1�1 day of 10JU- Hy RMOZII G"IAOW--- 85 (Printed name of signing above) (Type ofauthodry—e.g.Omer.offeez,--_attorney in fact) For (Name of party on behalf ofwhom instrument was executed) Personally Known produced the following type of ID: I SOPHIE MARIE ELLISON sbLJVt1 My COMMISSION#FF180900 (Printhd Name ign4uYc ofNotory Public) EXPIRES December 3,2018 (401 FlOridallotarysomfCo'com Under penalties or pejury,I declare that I have read the foregoing and that the facts in t)�39&0153 rmy knowledge and belicr(suction 92.525,Florida Statutes). SgZed OfricerlDirector/Partner/Manager who Agned above, 33y.,7_ By_ Tame) ar so j..., (Printed N STATE OF FLORIDA ST LUCIE LINTY THIS IS CERTIFY THAT THIS IS TRUE Aq 0 RR CTC Y`OFT. eORIGIN ES T XLERK o Dale:AAR 2 9 2016 ' 1gVE EXTER10R5 APR 15 2�1i6 IMPACT WINDOWS AND DOORS FEi?Py71TT NIG 1918 Corporate Drive,Boynton Beach,FL 33426 St. Lucie C cull! ;FL Office 561-732-0300 Fax 1-866-721-5332 y, CHANGE ORDER To: N Date: Address: \� Email: Job Number: Phone: This document and the changes written upon thereby amend the original contract between c ient and Paradisla Extant rs. With the Exception of the specifics of this change ordcr,all other products,terms,and wording on original contract remain in effect. HOA:Yes No GRID PATTE ❑CO IAL EIDIAMOND Quantity Style Location Size Color v'v M S vv _ `i NDOWNIANUFACrl1RER WINDOWS COLOR $A"E rio,Is L &RONZEEDaTHER ACT GLASS Z, ,= USTOM WINDOWS LASS VINYL W E ARGON Energy star TOTAL NUMBER OF WINDOWS ON THIS ORDER: k STLYE I ` e COLOR� Oli t \�� `C) -T TOTAL NUMBER OF DOORS O'1 THIS ORDER: N STYLE COLOR TOTAL NUJIBER OF OTHER PRODUCTS: N Switching to: Cash ❑ Flnance ❑ Change Order Amount: Financed Through: _ Terms: Notes Original Job Amount: $ v U Change Order Amount: $ u New Job Amount: $ V Amount Due at Commencement: Amount Due at Completion: $ `N L`r X x x BUYER SIGNATURE REPRESI 1 A RI DATE :Opening_ I Size (W x H) 1. FL16177.1 ` 34 x46 (SINGLE HUNG) , 2. FL16177.1 24 x 58 / (SINGLE HUNG) Fes! 3. FL16177.1 36 x46 O (SINGLE HUNG)' 6 7 H O 4. FL16177.1 34 x46 M/ • (SINGLE HUNG) }.iri ', a) 5. =)(ENTRY NOT INCLUDED) ��� DINING W )F- 6. 6. FL13010.4 24 x58 rl (FIXED) !� 7. FL16177.1 24 x58 KITCHEN cu (SINGLE HUNG) - W =3 W 8. FL13010.4 36 x46 cy E (FIXED) 9. FL16177.1 36 x46 Q � (SINGLE HUNG) % 0)() Ac 0 m 8 BED 1 3 cv t` 5 — 9 .� M 04 4 BE�2 � � � m iA/V �n/lii.L, J i Z LL Y w v U ca 211 OTHER UNITS 216 51 °� ° m _ C m 0 Lill 0 F— rn 170 c a) _ o Gc A ',S I Q Q �?, W U a COPYILGHT E.TEYPESTSOY SCALE: �^ U) Revision Note - NOT TO SCALE GATE: Changed Slide/Pic/Slides to Apr 10,2016 PAGE DESCRIPTION: SH/PW/SH. This added openings 6-9 to job Site Plan PAGE: OP 1 1 PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time" SCC131150472 Property Information Building Information Owner: Anthony&Karla Garcia Wind Zone: 170 MPH. Address: 7370 S OCEAN DR 211 Exposure Category: D Jensen Beach,FL 34957 Minimum Building Dimension: 51 ft, Mean Roof Height: 90 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(ps f) Pressure(psf) 1 End 34 46 7 44.5 -105.1 .... --_._ ......... ........_.. ._.------. __......_.. —._..... -------—_.............- ........ ._-_-------.............................---- �..__ 2 Int 24 58 7 44.5 57.3 _.__ ----- — _...__. - - _. _.. --------- 3 Int 36 46 7 44.5 57.3 4 Int 34 46 7 44.5 -57.3 5 Int 7 44.5 -57.3 ___ .._...... __..._ .._. ... ......--- 6 Int 24 58 .....__.. 7 44.5 -57.3 7 Int 24 58 7 44.5 57.3 8 Int 36 46 7 44.5 -57.3 9 Int 36 46 7 44.5 -57.3 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(20/4)Florida Building Code. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ YM SIZE REQ YIN/NA 1 End Window 7/8"Lami FL 16177.1 70 70 44.5 -105.1 52x62 34x46 No No 2 Int Window 7/8"Lami FL16177.1 70 70 44.5 -57.3 52x62 24x58 Yes No 3 Irit Window 7/8"Lami FL16177.1 70 70 44.5 -57.3 52x62 36x46 Yes No 4 Int window 7/8"Lami FL16177.1 70 70 44.5 -57.3 52x62 34x46 No No 5 Int Not Included Not Included 44.5 -57.3 6 Int Window I"Lami IG FL13010.4 67.5 67.5 44.5 -57.3 72 x 76 24x58 Yes No 7 Int Window 7/8"Lami FL16177.1 70 70 44.5 -57.3 52x62 24x58 Yes No 8 Int Window I"Lami IG FL13010.4 67.5 67.5 44.5 -57.3 72 X 76 36x46 Yes No 9 Int Window 7/8"Lami FL16177.1 .70 70 44.5 -57.3 1 52x62 36x46 Yes No 7/4/2015 Florida Building Code Online I jUq W- �tl ME OC i iFt I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&FauYs Publications € FBC Staff BCtS Site Map Links j Search Business��� Professibn,al a,' ' USER: Public Regulation I Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc 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. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fxed 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 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 Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-373B(PW-8300. 120x48. IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 https://floridabuilding.org/pr/pr_app_c tl.aspx?param=wGEVXQwtDgvQEb8FEH 6OVrs5wFsW Ukbayx8BEGDJ57PKaSsOeALf2A°/`3d°/`3d 1/3 7/4/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, 36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-4338 (PW-8150, 36x72, IMP),odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: PW-8150, 36"x 72", DP = +/-75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact. In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReo CWS-4338 (PW-8150, 36x72, Glass complies to ASTM E1300-04. IMP). df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150. CONTHDSL, IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes ! Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports . I j Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8"x FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf 72". Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 R3 AE EvalReo CWS-510B (PW-8150. CONTHDSL, Glass complies to ASTM E1300-04. IMP). df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(PW-8300. 120x48. IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: PW-8300, 120"x 48", DP = +/-70 psf. Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Impact. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-373B(PW-8300. 120x48. IMP)j)df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes -13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300. 72x76, IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact, See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02,0f ft. in HVHZ. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-159D(PW-8300, 72x76, IMP). df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.i)df i( Created by Independent Third Party. Yes 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 https://floridabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 213 7/4/2015 Florida Building Code Online Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ® eCMck Kimxwrit�•acrstr,,. https://floridabuilding.org/pr/pr_app_U.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayxBBEGDJ57PKaSsOeALf2A%3d%3d 3/3 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159D April 18,2015 roduct Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 440'Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5°i Edition(2014) Florida Building Code including the HVHZ. 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-159D, signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3954-01 and -IA, and NCTL-210-3955-01 and-1A,from National Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05, ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-IA and 3955-1A signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ, with max. glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.271 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 1 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'h Ed. (2014)Florida Building Code for use in this product. Certifica ion o ndependence: I do 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 I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ♦����Na RE VV���ti N 5820 :_P 4/18/2015 90:• STATE of .:'�iu� Lucas A. Turner, P.E. �'•A,r o t �;:��'��` FL PE#58201 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 190D SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 73 114" 2..GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC 491/4' MAX.O L FLANGE WIDTH MAX OVERALL FLANGE WIDTH 48- 72- 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 451/8* 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————————————— GLASS TABLES ASTM E-1300-04. n v co -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ------- — I I o a m h tii INFILTRATION TEST PRESSURE AND GLASS TABLES m N o o F m o 'o Q ASTM E-1300-04. o o � 77 1/4" I I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED LL Y C3 wLij .. I MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR w ¢ Q m 731/4' OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z o to I IFLANGE MAX. I I I ANCHOR CALCULATIONS. m ° m s OVERALLB B HEIGHT O I I LL a LL FLANGE I I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL o m HEIGHTI I I 76, REQUIRED. N ¢ N w z w I I OfwXz0 72' I UNIT I O 7.ALL FRAMES ARE FULLY WELDED. o a d MAX. I I HEIGHT I I w d w. ° UNIT 8.SERIES/MODEL DESIGNATION PW-8300. < a < a N HEIGHT I I I I I a ° a ° w I I I 73 118' I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 69 118- I I o oSS I I O=FIXED SASH. p O m ¢ Z GLASS B DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR O I I LOCATION. ��PNDREI'ir"l4��� t I I vPy'�cEPig• L o 8 I I No 58201 8 A o'• STATE OF 4/9`'1/20 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2ADE 05/05/07 GLAZING DETAILS.................................3 72" - -48" SECTION VIEWS....................................4 NO - VHZ - LARGE MISSILE IMPACT DWGn: REV.: EXTRUSIONS&B.O.M...........................5 72 X 76 CWS-159 D ANCHOR SCHEDULE 8 NOTES.........6-7 HVH +/-675 PSF SCALE: INSTALLATION DETAILS.......................8 . SHEET 1:20 1 OF 8 _ NEMS WINDOW SYSTEMS OCA A,1900S44TH AVE.:D'P FLLORIDA 34474 WWW.CWS.CC WWw.8300 PVC PICTURE WINDOW \ IMPACT \ FULL ELLIPSE("OVAL") orn �ori` t FULL CIRCLE cN o o (ii- TOMBSTONE o 0 0 W Y W W W ❑ ❑ Y H W Q Q m j z O U) 0 0 o w z --0I m a m o ° U) m . mW U W z O w a m a u a it W ¢O 0 0 0 U) W O U m Q O 1/2 CIRCLE z j/ � �NORENr,`t OCTAGON ------.._..._....................._..._.....__.............J . P,......., ;-, .` 5. TRAPEZOID z-' No 58201 :�-P -� O. STATE OF ilOZ j 'y Cc''•(0 F \ 1�Q Cy�`` i \ NOTES: \ 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. Z� \ 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 \ THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 01 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL # A JABARAVE.1239 A RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG#' REV.: CWS-159 D SCALE: SHEET 1:1 2 OF 8 C WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT 1 � o `O rn n W t7 N O O I- O �2 O ❑ LL Y W W W ❑ ❑ > 1'OVERALL 1"OVERALL H W Q Q m 3/16'ANNEALED or TEMPERED 3116'HEAT STRENGTH or TEMPERED ° Z mi Q m ULD 112'AIRSPACE 318"AIRSPACE < LJ o m rn 6/16'LAMINATED 7/16'LAMI GLASS ~ 3 Z > w v w Z O of 1/8'ANNEALED 3/16'HEAT STRENGTH ao ao a CL 0 .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER Q G Q a u a 0 a o W 118'ANNEALED 3116'HEAT STRENGTH > > o- j p ❑ U m Q O 6 PURFECT GLAZE"H' 6 PURFECT GLAZE"H" Z SIKAFLEX 552 SIKAFLEX 552 P"'iDREW'l',i�i 10 112'GLASS BITE 10 112"GLASS BITE �QS:��CElJgFRi �.J'" No 58201 '�r1 7 7 itz 1 1 O. STATE OF :4't /ONA�;�%,V. GLASS TYPE A GLASS TYPE B �Z 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX SI'f DRAWN BY: DATE: TYPE W x H ADE 05/05/07 DP+/-55 A 48 X 72 OWG M REV.: CWS-159 D DP+/-67.5 B 72 X 76 SCALE: SHEET 1:1 3 OF 8 4VIYIJ�]1��•�n(` j WINDOW SYSTEMS I1�✓/I 1900 SW 44TH AVE. 3 OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7 s 6 9 9 6 8300 PVC PICTURE WINDOW 0 8 s IMPACT 7 7 i o rnccoon Wi o 10 pa mN00F o t= Q o o D W `-L IW W 11 H W Q Q m 8 9 z o fn SECTION VIEW B-B m m p LL Q LL U 10 11 11 10 LL mLLLn N N W z w a a a a w d w o < U) UUi aDO a INTERIOR °a 0� w U m Q 0 z cNSF•. y�.. ..... .... .. �v No 58291 ".'P 11 i 8 9 fl:, STATE OF :4U: 10 M ❑ `''++�ucn1N� Z� 4!.TUR 5 LUCAS A.TURNER,P.E. O O FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG#: REV.: CWS-159 D SCALE: SHEET 1:1.33 4OF8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL WINDOW-SYSTEMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWw.CWS.CC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064, GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC ❑ 11 GLASS SEE SHEET 3 w woo } I-- w ¢ ¢ m z o CA U 3 U z 31/8" 3118' m a m U O v o m LD ❑ O N Nz Z W U W Z O F- O a D 1 2 3 4 5 ~ w w U ¢ w El, a > > 2116" 1/16' 1/16" > ❑.. O O O U m ¢ Z 2 7/8" ppnugr J`t�tSDRE cr No 58201 1 1/2• PVC FRAME FLANGE-H-6006B t :ro= ¢: O� STATE OF :� Iwi F'�.l O F PVC FRAME FIN-H-6006A 1/4" z� 4/11/2015 LUCAS A.TURNER,P.E. t/16" 10 "{ 3" 123FL 9 J 7/a' A ARA AVE. LU—J 8 NORTH PORT,FIL 288 PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BV: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 D SCALE: SHEET 1:1 5 OF 8 14" .O.C.(TYP.) 4"MAX.( P.) 8"MAX.O.C.(TYP.) comm 6"MAX. P.) SEE NOTE 2 4"MAX.(TY ) S NOTE 2 1900 SW 44TH AVE. 6"MAX(TY OCALA,FLORIDA 34474 ---------- ----_--_- WWW.CWS.CC I I I I I I I 8300 PVC I 8• I I PICTURE WINDOW MAX O.C. INSTALLATION (TYP.) i i INSTALLATION IMPACT 14" I I ANCHOR(TYP.) I I ANCHOR(TYP.) MAX O.C. n v m am � � w I I I I oal� oo I I I I W � oo > z o co I I I I � 0 z w z ' I I I w W BIW Z o Cf I I I I wwww � ---------- ¢ a c a u0i —————————— w 0 0 0 0 ❑ ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0 DP+1-55 PSF DP+l-55 PSF z J�,•5 p•NORE W���.. `.Gp• •`GENS• .'Q�: No 58201 •"1i NOTES: O. STATE OF i;Its".A 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 'li�s'S;OO.AA•` 2.SHIM AS REQ 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 BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. i sg- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE 8 INSTALLATIONS 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. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:ADE 05/05/07 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. DWG a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS). FMA(WDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) 1.20 6 OF 8 WINy(k1)(6(Ul S WINDOW SYSTEH 4"M (TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6'MAX.(TVP.) 7 518'MAX.O.C.(TYP.) SEE NOTE 2 4"MAX( P.) S NOTE 2 OCALA,FLORIDA 34474 6"MAX.(TYP.) WWW.CWS.CC ——————————————— I I I I I I I 8300 PVC PICTURE WINDOW 7 518" I I MAX O.C. I I IMPACT MAXO.C. I I (TYP.) I I I orncorF- th N O O < INSTALLATION I I INSTALLATION o o O O I ANCHOR(TYP.) I I ANCHOR(TYP.) W Y W<- W W Yw ❑ ❑ m F- waQm I I I I Z o w I I I I ° U_ '. z 0 L I I I I w Z > I I I I w cw of w Z OOf I a a ¢ a I l I I I w 0 0 > > > j ❑ ———————————————— —————————— ❑ U m Q O z ANCHORLAYOUT-(FLANGE) ANCHOR DP%Ass�sF (FIN) 11`��� REW+T4,� DP-1-65 PSF z v. No 58201 P STATE OF :�+ NOTES: %0.C+'• 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. +iSS�OA' r1���` 2.SHIM AS REQ 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 BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z1--7 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 4/11/2015 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. J DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 �-.Ell�'ETMAB-L-Erl MENT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN,EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 1/4"MAX.SHIM MIN.EDGE DIST. SEE TABLE I pWyW.CWS.CC - SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE I SEE INSTALLATION ANCHOR PICTURE WINDOW BY INSTALLER INSIDE AND OUT 0 MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND ^� FLANGE BY INSTALLER (f"UL�.J � � � o 1/4"MAX.SHIM �D a o W m n W p PERIMETER SEALANT m N o o F- PERIMETER SEALANT BYINSTALLER o o N o O BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR IL Y w w SEALANT BEHIND SEE TABLE 1 Iw- w Q Q m FLANGE BY INSTALLER SEALANT BEHIND z O (D FIN BY INSTALLER L) o U Z INSTALLATION ANCHOR �B ` HORIZONTAL SECTION �C� HORIZONTAL SECTION m a m c� O SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE v Y c ' (n HEAD AND SILL SIMILAR FOR FIN INSTALLATION z N . Z I w v w z O E wo rr o a d d w o a a a a p w 1/4"MAX.SHIM OU m Q O SEALANT BEHIND UU Z FLANGE BY INSTALLER O �p��`PpSDREW�T e. PERIMETER SEALANT MIN.EMBEDMENT :gyp°;: ETJ IN S'• �Q�i INSTALLER SEE TABLE %?� J�; •• -i INSIDE AND OUT No 58201 SUBSTRATE BY OTHERS q: :Ir SEE TABLE 1 MIN.EDGE DIST. 9 STATE OF 4U SEE TABLE I ��O"�••.�( UP:N�+l SEALANT UNDER SCREW �A� VERTICAL SECTION FS - �!�. G��1� HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE C3 X� �a TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) -1 3116"ITW TAPCON 1-1/2" 1-118" 1239 JABARAAVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2' BY INSTALLER FLANGECONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1' INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/81, HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED OWG 9: 118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. 1.2 SHEET 80F8 Florida Building Code Online Page 1 of 2 L.,.` «q SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search ProdBusines��%°, �. Professional '¢ aIUSER:Pubiic User Approval Rei!�latori Produrt Aporovai rg?L>Product or Application Search>Application List>Application Detail c't W FL# FL16026-R1 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 I'tinker@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions 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 07/01/2016 Validated By Ryan].King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16026 Rl COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015 Florida Building Code Online Page 2 of 2 Date Submitted 01/21/2015 Date Validated 01/28/2015 Date Pending FBC Approval 02/01/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 16026.1 a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:No FL16026 R1 II Inst 1601.6.1.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 16026.1 for Design Pressure Ratings,any FL16026 R1 AE Eval 16026.1.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16026.2 �bSeFrie's 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16026 Rl II Inst 16026.2.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 16026.2 for Design Pressure Ratings,any FL16026 R1 AE Eval 16026.2.Ddf additional use limitations,installation instructions and Created by'Independent Third Party:Yes product particulars. Back Next 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: U FOR _'__A M --,ccuritvmi"i',i,--, https://www.floridabu ilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015 R W R W Building Consultants, Inc. B 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 Cenificate of Authorization No.9813 Product Evaluation / / I l I/ / / / Product Sub Category Manufacturer Product Name Category Soft-Lite LLC &L7, llons 10250 Philipp Parkway 19044 Aluminum Mullion Streetsboro,OH 44241 Phone 330.528.3400 Scope: This is a Product Evaluation report issued by R W Buil ng Consu tants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Soft-Lite LLC based on Rule Chapter No.61G20-3,Method 1D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. When used in the"HVHZ",this product(if mulled together with"HVHZ"impact rated windows),complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. 3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this approval or the design pressure rating of the individual glazing products used. 5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown in each individual glazing product approval,whichever is more stringent. 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of the FBC. 9. See drawing FL-16026.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Test Laboratory Signed&Sealed by B1382.01-501-18 TAS 201,202&203-94 Architectural Testing,Inc. Michael D.Stremmel,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-16026.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. Mullions(per FBC 1710.5.3) RW Building Consultants,Inc.(CA#9813) ::; Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by Farabaugh Engineering and Testing, a Inc.,certifying that Soft-Lite LLC is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. a ,r Lyndon F.Schmidt,P.E. y " "3 < °., '-;' ;> FL PE No.43409 o.. '°L= e 1/21/2015 Sheet 1ofl ¢06 aCga ��'a So �r; 125'MAX.OVERALL FRAME WIDTH IN ���,J� LLI 1"MUON gg.Qui n @'Windows 67'MAX.SINGLE 67'MAX.SINGLE : o a:1':_e^UNIT FRAME WIDTH UNR FRAME WIDTH p::. �'��� u •., :' -0.0;n�n Rrirlging tfucTlifl• to light ���ii Oma• »n°� 10250 Philipp Parkway / / ��!/f1 111 `.�� Z 6;6 Streetsboro,Ohio 44241 //� �� a n Z / 2 a N GJ Y V RZS i t Em z m a Na 9 La \da. m14 19044 ALUMINUM MULLION _ ' Z° E az zF c� g _Wz GENERAL NOTES 1. This product has been evaluated and'ts in compliance with the 5th Edition(2014)Florida N wv Building Code(FBC)structure!requirements,including the"High Velocity Hurricane Zone" 3 a a c e (HVHZ). SASH NOT o a y $ SHOWN FOR CLARITY MULLED TWIN WINDOW UNITS SHOWN C) a �a 2 When used in the"HVHZ',this product(if mulled together with"HVHZ'impact rated windows), a a L2 with Section 1609.1.2�of the FBC and does not require an impact resistant covering. (Multiples also approved) u) m ry $ 3. Wood bucks by others,must be anchored properly to transfer loads to the structure an e m reviewed by the Building Official. - - �,�_. , , DESIGxPRF45utj✓<(�'sf)�, �� ;? .� 4 4. Separate product approvals for each glazing product used with these mullions must be tw. lit UslFwltifE tYfrilFt submitted along With this mullion product approval.The design pressure rating of the 36 ti -04" 4iu, ,A6 46. ,_iU ,NOR gift assembly shall be the lesser of the load capacity of the mulfion as specified using this V9a° .. 50 48 46 44 42 40 39 38 37 36 35 35 34 34 wQz g approval or the design pressure rating of the individual glazing products used. N 68" 52 50 48 46 44 42 41 40 39 38 1 37 36 36 35 g 5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as T eb :'' 55 53 50 48 46 45 43 42 41 40 39 38 37 37 shown in each individual glazing product approval,whichever is more stringent. 58 55 53 51 49 47 45 44 43 42 41 40 39 39 0 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. It2" 62 59 56 54 52 51 49 1 48 46 45 44 43 42 42 i 7. Any conditions not covered in this evaluation are subject to separate engineering 65 62 59 57 55 54 52 51 49 48 47 1 46 1 46 45 Q evaluation. r �8" 69 66 63 61 59 57 55 54 52 51 50 SO 49 48 — m 73 70 67 65 63 61 59 58 56 55 54 53 52 52 —0 8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of the FBC. 74'_-; 75 75 71 69 67 65 63 62 60 59 58 57 56 56 �� 10/16 12 : 7Y <' 75 75 75 74 72 70 68 66 65 63 62 62 61 60 SCALE: TABLE OF CONTENTS 5 sxEtTtr DESCRIPTION 75 75 75 75 75 75 73 71 70 69 67 66 65 65 LFS a I Typical elevations,design pressures&general notes 4B 75 75 75 75 75 75 75 75 74 74 73 72 71 70 eRnwMC eo.: s 2 Mullion details&cross sections ro -Ma FL-16026.2 66. 75 75 75 75 75 75 75 75 75 75 75 75 75 75 ro sHEEr 1 oF 2 G d OS Shown with SoftA to ``����t.,,•�* i���''''Q`.' fixed casement frame under separate approval. #10 X 5/8'PPH SMS (4 each bracket) �' a fs Y �flY.4j ? �.:'� � Q 0.125"— n � �i� '•........ `�� c o m m X1..46 o dm o n z N•; 0.722" � a a •i d 0.472^ gu g 9 m c w I I 0.125' o o � �� �dtm UWJ 1" 5 v:o m`a E 0 n r11 HORIZONTAL CROSS SECTION ' C:5 C4 MUWON11044 4 anchor clip P 606&75 ALUM. (4)Mullion Bracket anchors required into substrate zo (See ANCHOR SCHEDULE) 2.75' J (nzz Refer to separate window approval for quantity,location aF 5S &sae of anchors required to fasten window frame to mullion. M J � At a minimum,use#10 PPH Self-drilfng SMS located 6'from T ? m ANCHORBRACKtT 18102 T zv 4 6063 T5 ALUM each end and spaced 18"max.o.c. (o min.of 3 threads N o 0 must protrude through the mullion face). < �� U O O J � RTU O ¢ ¢ Q a a WINDOW UNIT NOT a o i MULLION(19044)—1 SHOWN FOR CLARITY < 0 HORIZONTAL CROSS SECTION o Z #10 X 5/8 PPH SMS w o e m ANCHOR BRACKET(18102) 2 through mutton = n 0 1 ~ ?i I 6 1 0 1+,u�oN-aNcNOROPAC"rnNCFroescT�oure =N CL a = :tFtelroe ufrAW_ " #12 PFH WOOD SCREW mQ ssx^S�D-�v r- 1 I/TMIN I MIN. 1 I/T•MM. m vSUBSTRATE (4)Anchors required into substrate irvp=' U4 DIA PRI —z ° ® (See ANCHOR SCHEDULE) :cotacRE1E ITW BUILDIX TAPCON� 1-1/'V IN. 2-1/T MIN. 17/4 MIN. M7E:10/7 6 12 z �31ANCHORBRACKET DETAIL �'� Sckr, N.T.S. ° �.S.s�;12-14HWHHILTIKWIK-RD( A-11.0F]T11— Dwc.er: JK 3 € #10X5/8"PPHSMS Z x S SFIFDRIWNGSCREW sHAU PRorRweTHaoucH 1'MIN. 1-I/2'MM. (2 EACH FACE) �' 3 d O ., 5 WOOD FRAMING IS.G.>=0.551 DRAVANG N0:S( N BRACKET-TO-MULLION DETAIL CONCRETE CONFORMING TO ACI 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 FL-16026.2 .0 STEEL CONFORMING TO ASTM A653,16 GA..0.060'MIN.THICKNESS(FY=33,000 PSI.W=45A00 PSI) n SHEET 2 or 2 9 V a 7/5/2015 Florida Building Code Online I mm 0pda Oepaqmentq BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links 3 Search Busines % Professi (,rral ahjt-�� � ser �s R p°611AParova' Regulation Product Aooroval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved A�K O 2(�9e PER�y71TT1,NG Comments CArchived St. Lucie County, FL Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 koss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc 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 ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory L2nH:o 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 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 y: Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RS COI EvalReo CWS-812B(SH-8100. IMP. NoSillAnch).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE\/XQwtDgvyf4ngAXh10y8QtjDbm BI PjuPdYuGeM 3yYul882°/a2bJrewp/`3d%3d 1/2 7/5/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RI II CWS-8128 (SH-8100. IMP. NoSillAnch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other:SH-8100 PVC Impact, no sill anchors required. Safety FL16177 P1 AE DuPont PVB NOA 13-0129 27.Ddf glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalRep CWS-812B(SH-8100, IMP. complies to ASTM E1300-04. NoSillAnch).Ddf FL16177 RI AE Quanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes aaa>k :aunt 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: SrCUillyll tT1#t4'.Y" https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPjuPdYuGeM3yYul882%2bJrew*/`3d`/`3d 2/2 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. 429779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 51 7/8"x 61 3/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44°i Ave,Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`n 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-81213, signed and sealed by Lucas A.Turner, P.E. 3) Test Report NCTL-210-3815-1A,-2, and-2A,by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-81213. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air-5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27, • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02, 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`n Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do 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 I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ,�+tt4�tti�errap�, a`k1� pt,,C1 Eta i4.f r,4, ! . No 5,3201 ;-P 'Z S25- 4W 4/18/2015 t d Lucas A. Turner,P.E. ' 'TAT �* ` FL PE#58201 GENERAL NOTES: `(///���'//,,/����,,\rtv/�/3�///�//y1• SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 531/8'MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 78 AX.UN T WIDTH SINGLE HUNG 4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,2 N INFILTRATION TEST PRESSURE AND GLASS TABLES -- -- - ASTM E-1300-04. o °D 63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y F- OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m FLANGE ANCHOR CALCULATIONS. HEIGHT O U ^ Z B I B 2613116- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m O GLOSS NOT REQUIRED, c `" Ln N W Z W I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O ¢ MAX.61 " I I USED AT FIXED MEETING RAIL AND JAMB. o a HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. ¢UNIT 0 v U) 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: � ¢ o X=OPERABLE SASH,0=FIXED SASH -, ¢ O 30 3116" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z SASH `, I GLASS LOCATION. 1+0% 40RE�!4'll,� HEIGHT X DLO +� _ P,........ T �i 6 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ;+`JGp�.��GE NSF GQr� ' No 58201 -P ;Q,: I -- -- - 1'S1O: STATE OF :4�it 1.6 A 451/16 z� GLASS DLO 48 3/8' 4/11/2015 MAX SASH WIDTH 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 ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS....., DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DWG k: REV.: EXTRUSIONS&B.O.M........................4 ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: B INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 WINDOW SYSTEMIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT In N O � O Y 7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS Lu m m 1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED U) U N Z 7116'AIRSPACE 7/16"AIRSPACE m o O N (n 5/16'LAMINATED GLASS 5/16'LAMINATED GLASS 1/8'ANNEALED 1/8"ANNEALED a O ir .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT n. W Z 1/8'ANNEALED 1/8'ANNEALED p 0 U) DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL ¢ I U. 4 PURFECT GLAZE'H"OR SIKAFLEX 552 4 PURFECT GLAZE"H'OR SIKAFLEX 552 m ¢ O 14 112'GLASS BITE 14 J 1/2'GLASS BITE ��%%5 . pREW �! . p•. 'GENS .'P 48 48 J�,• •�, �• :•� v: No 519201 0 S13 . STATE OF :4c/ c%0R1�P'•��:�, /ONA� SASH LITE 4/11/2015 FIXED LITE LUCAS A.TURNER,P.E. FL PE 1158201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG4: REV.: CWS-812 B SCALE: SHEET 1:1 20F6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWs.CC 45 3 53 1 381 3 3 4 45 8100 PVC D D ® SINGLE HUNG IMPACT o - N W 1 D O 3 14 54 14 65 66 63 19 4 w m m SECTION B-B cn U N Z 5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL o RIGHT SIDE SHOWS SASH SECTION VIEW. Ir w N ❑ Z W W a: O a L 4 ❑ 14 39 < O U 40 to W 7 8 ¢ t 3 INTERIOR m ¢ O ORE9 6 e ���Py•NO 5820114 '�:•�1� 535 10 '9 STATE OF :11/: 66 62 3 z� 3 3 4/11/2015 18 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 PH.941-380-1574 0 - SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV,: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 12 3OF6 PARTS LIST FRAME CORNER �� ITEM PART 1 DESCRIPTION VENDOR MATERIAL CONSTRUCTION �jm-�/af/Q 1 H3031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/e' uuv Lp���l-� 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/16 WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 �- -23/16' 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 T OCALA,FLORIDA 34474 I 8 WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum a 10 r F 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' 1 5/8' n 1 5/8' 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' L� 1/16' 81 UU PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl O 101 1/16' CORNER WELD (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 5-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl i2 cu 19 S3014 Scm.Adapt.,PVC,Vert. Mikron Vinyl ui 1 1/2" o 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 o 23 H-1699 Reinforcement,SBR Keymark Alum 7/8' 1 3/16' o o 71 24 P-2190 Balance BSI 9/16' 1 ¢ } 25 P-3059 Sash Cam,PVC BSI Plastic 1/76 26 P3046 Take Out Clip BSI SS FIXED MEETING RAIL w ED D] (A 1 5/8' 2 1/8' 1/16' 27 P-3783 Lock,Impact,PVC Interlock I SCREWEDOU TOGETHER ER WITH m N Z P 1/76' ill— OUTERFRAME LL O FME 28 P-4069 Keeper,impact,PVC Interlock Zamac 1:8 v in REINF,IMPACT HOOK-1112 0 30 P3215 Weep Cover w/Flap Gaer Plastic Z w 32 1 P3429 IWstp.,0.270 x.187 back FinSeal,Gray Ullrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel ao G a 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16' 9/76' F z v 39 P 40512#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/p 1 1/8' 5/16 1 t/8' o 0 w 40 P -3342#8 x 3/4 al PH w/#6 Head,TEK,Wht. Hub City Steel 0 . ¢ o 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8' 18 1 5/16' 19IL I 45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16 oas r 1/1s °7 ¢ z fns j_ 48 P-347 352 Set.Blk 8 Sikaflex585 Dur.52 or ,1/8I xGlaze 2 Lg. Si F.Lowe el Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 PNOREI���T�i�� 51 P-3881 Temporary Lbl.(NFRC/DP) 52 P-3613 CWS Lbl.(logo) Pro Label 5/8- '-j '•ice' 53 Sash SEE SHEET 2 GLASS 3/4 3/4 1/a I- y: No 58201 :P 3/16' 54 Fixed SEE SHEET 2 GLASS T 3 9 14 =# 56 P-3281 Spacer Duraseal '`�L 13 15/16 1/16' 1" 7/8' 1lt6' j "9=. STATE OF +' 62 P-3218 Screen Frame,Horz. Allmetal Alum 1/16 }— j— '0x',•F �� 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 i�F•'. R �•G�=`, 64 P-3321 Screen stic 65 P-3581 Screen Cloth,Frame Comer F Allmetal x 16 berglass Bet ervue Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl z� 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P3033 Screen Spring,SS FL Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/15• FL PE#582011239 JABARA AVE. 72 S-6063 Cover,Fixed Rail Mikron Vinyl O 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 1 t/2'7 SHEET DESCRIPTION: LINE ITEMS NOT USED: 5' 3/16 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 F�-3' r1 BOM AND EXTRUSIONS 7/8' 1/16' I 0 j SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG N: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40176 6-MAX.(TYP.) 17'MAX.O.C.(TY .) 29tEMSM 1900 SW 44TH AVE. 6-MAX.(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC I I SEE NOTE 2 8100 PVC MAX.O.C. 1 1 SINGLE HUNG (TYP.) IMPACT J— O INSTALLATION ANCHOR(TYP.) N N I 1 Iw o o F o � o Y --- MTGRAL g ¢w m m> 4'(TYP.) U Z I I m o O V N (n m 101/2' /\ ¢ 2 O LU MAX.O.C. a f- (TYP.) ❑ LL a Z U I 4 I p 0 W Ll � ¢ o 0] Q Z 4-(TYP.) NO ANCHORS REQUIRED IN SILL ORE 1J,�""le C, ANCHOR LAYOUT-(FLANGE) N. 58201 NOTES: Z Q: STATE OF :�44f 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. i�f� O R 1 O 2.SHIM AS REQ 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 BE 'y &10 t1?�`` CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,S E T 4/11/2015 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 LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1.SHEET 6. 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: BAT 06/18/12 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. DWG u: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 B 9.SEALING AND FLASHING STRATEGIES.FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT 99tEMSM MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 114'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC EE TABLE 1 MIN.EMBEDMENT �+ PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8�OO PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT SINGLE HUNG 0 INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM �2 a o � � w o F o � o PERIMETER SEALANT BYNSTALLER ¢ r INSTALLATION ANCHOR INSIDE AND OUT W m m SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER LL ZO CONTINUOUS DOUBLE 3/16'BEADS OF / c HORIZONTAL SECTION N o Z TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE ¢ ¢ 0 PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. o a LL 114'MAX.SHIM p cn SEALANT BEHIND ¢ O FLANGE BY INSTALLER m ¢ O PERIMETER MIN. z BY NSTAL ER SEALANT SEE TABLE EMBEDMENT ��p10REW 'Flli INSIDE AND OUT 40:1 P,.••••"• SUBSTRATE BY OTHERS---/ No 59201 �-P f SEE TABLE 1 MIN.EDGE DIST. *• * "'F SEE TABLE 1 I1 �q1 VERTICAL SECTION STATE OF (U+' I 6 TYPICAL SILL ANCHORAGE '��O'n••.�( p`;: �� c� •,ORI NA�EGA. O 4/2015 TABLE 1:APPROVED INSTALLATION FASTENEW LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE 2.0 KSI MIN. 3/16"ITW TAPCON 1.1/2^ 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. ( ) BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU "117 PCF MIN.) 3116RW TAPCON 1° 2^ INSIDE AND OUT ( PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' 1" �C1 HORIZONTAL SECTION SHEET DESCRIPTION: 6 BOX FRAME INSTALLATION GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-112" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-318" 7/8° OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16^ MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 118•STEEL 33 KSI MIN. DRILLING SCREW THRU 0.125" 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE ( ) SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6