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Building Permit Application
r All APPLICABLE INFOMUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED �p Date: / / % Permit Numb 7 ECIV E . JUL 16 2019 .ate Building Permit Applic tion Planning and Development Services Permitting Department Building and Code Regulation Division St. Lucie County, FL 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT TYPE: PROPOSED:IMPROVEIVI 'N Address: 2589 RAINBOW DR,FORT PIERCE,FL 34981 Property Tax ID#:3405-414-0006-000-5 Lot No. Site Plan Name: Block No. Project Name: JAIYIES&COURTNEY PURNELL ,§� �DETAICED DESCRIPTION OF WORK �7 � � �� K.. x t r,• Replace ($Windows 'CONSTRU'CTION INFORMATION g a m"r Additional workto be performed ,under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors Electric —Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction:$19,100 Utilities: —Sewer _Septic Building Height: {}WNER/LESEE �C NTRAC� .. NameJAMES&COURTNEY PURNELL Name:DAN BECKNER Address:2589 RAINBOW DR Company:PARADISE EXTERIORS LLC City: FORT PIERCE State:FL Address:1918 CORPORATE DR Zip Code: 34981 Fax: City:BOYNTON BEACH State:FL Phone No.772-216-7751 Zip Code: 33426 Fax: E-Mail: Phone No 561-732-0300 Fill in fee simple Title Halder on next page(if different E-Mailparadiseexteriorsllc@gmail.com from the Owner listed above) State or County License SCC131150472 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. 4.na h'zrEt J — "," a ns "$ s , r• , + �, 4 SUPPLEMENTAL CONSTRUCT IONLIENLaWINFORIVIATlO" ; DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Add ress: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT:' 41 [ Signature of Own r/ essee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA � �r STATE OF FLO COUNTY OF _51f k 10-t C/ COUNTY OF — --_ I The forgoing instrument was acknowledged before me The f`o�r oing instrument was acknowledged before me ` this IO day of -T.d —_,201�by this Lsa day of_ L �,201CI by Name of person making,statement. Name of person making statement. Personally Known—// OR Produced Identification Personally Known_4Z OR Produced Identification _ Type of Identification Type of Identification Produced-- — — Produced -------� (Signature of Nota i ate of Florida I ature of Notary Public-State of Commission N JAMES 1-10W LL ell' fission No. 1MM�5J�� eN�ce• MY COMMISSION H F -- -- oPP vue EXPIRES:Septembu t OF 1. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SE 'f91I 53 MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW R REVIEW DATE RECEIVED DATE COMPLETED ev.211119 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4593188 OR BOOK 4295 PAGE 1595, Recorded 07/15/2019 03:26:44 PM NOTICE OF COMMENCEMENT ( Permit No. Property Tax ID No.3405-414-0006-000-5 State of Florida,County of St.Lucie The Undersigned hereby gives notice thatimprovement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided In this Notice of Commencement. Legal Description of property mid address if available 5 36 40 FROM NE COR OF N 375 FT OF S 1/2 OF NE 1/4 OF SE 1/4 RUNS 254 FT,TH W 275 FT TO POB,TH CONT W 125 FT,TH S 121 FT,TH E 125 FT,TH ( N 121 FT TO POR(14)(n 35 Ar,)(OR Tari-aa0;3659,12914-.-- — — -- - I General description of Improvements Replace Is Windows Owmer/lesseeJAMES&COUI;VrNE,Y PURNELL ----- _--- Address 2589 RAINBOW DR,FORT PIERCE,F.L34981Interest In property: -----_ -- Fee Simple Title holder(if other than owner) -----_ -----T Address----- --- --- --� ---_ Contractor Paradise Exteriors,LLC Phone#561-732-0300 —� Address 1918 Corporate Drive,Boynton Beach,FL 33426 — — Fax#866-721-5332 -- Surety --- Phone# -- — Address-----_ _ Fax# --- Amount of Bond Lender-- — — Phone# --- Address-- ----�--- _ Fax# — ----- Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7.,Florida Statues: Name — _ Phone#_ Address_-- —_"— Fax#_---In addition to himself,owner designates ___of ---- Phone# — Fax#_--- to receive a copy of theLlenor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement Is one year from the date of recording unless a different date is specilled. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENTMUST 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 COMMENCMENT. t, Orflwsee,or Owuesafor Lessees Authorised Offtcer/Director/Parmer/Manager/Signature 1,n,Signatory's Tiltelofftce State of Florida,County of�.��� 1 �—= Aclflnowledge �Q re me this ,day of. 1A 1�1� —20 �by who is per Ian i own tome or who has produced —_ as identifleadon. Slg re,of Notary Type or Print Name of 14otary (Seal) Title:Notary Public Commission Number JAMES HOWELL AJl�•�i.\i\(lsS1OuxFF?g6672 o w H\Plfeus.5� lv �' bcr-2.2U1y I Opening I Size (W x H) 1. FL16736.1 73 x49 (HORIZ.SLIDER) 2. F1-16736.1 73 x49 p (HORIZ.SLIDER) i•i+q 3. FL16736.1 52 x37 8 9 (HORIZ.SLIDER) c: 4. FL16736 1 52 x37 (HORIZ.SLIDER) 7 4) 5: FL16736 1 -' 52 x37 55" (HORIZ.SLIDER) 5 s FAMILY 15 10 Q 6. FL1'6177.1 25 x24 (SINGLE HUNG) 55" EGRESS Q y 7. FL16177.1 36 x49 Lo o (SINGLE HUNG) LAUNDRY 8.,FL16736 2 .,._� 110-X49 BATH 2 E (37LITE SLIDER) 4 BED 3 BATH 1 -9 FL16736.2, 26 x'24 y 35" 0 (3-LITE SLIDER) c M-N 10; FL16177.1 26 x24," 26'1 (SINGLE HUNG)' °p 11 t:FL16177 1 36 x-36 0 LAUNDRY 11 0 (SINGLE HUNG). co 12 FL16736.2 105 k38, (3-LITESLIDER) 3 m BED 2 BED 1 LIVING 13. FL16736.1 50 x36 (HORIZ.SLIDER) w 12 14.,;FL16736.1 73 x-49. EGRESS EGRESS BED 4 --(HOR/Z.SLIDER) 55 0 1,O.--,FU6177-1. 35 x,36, 40" 2 1 14 w (SINGLE HUNG) EGRESS J 84„ J . W 13 Z Co 4 if a. 0 M W pu Z m Lu Z p � w U rnCo Lo a N Lu O W LL Q '7 COPYRIGHT E-TEMPEST.COM SCALE: " NOT TO SCALE DATE: Jul 11,2019 PAGE DESCRIPTION: Site Plan PAGE: OF 1 MRH _ 12' 1 Ps"ARADISE EXTERIORS "Building fur Quality Reputation One Customer At A Time SCC131150472 Property Information Building Information Owner: JAMES&COURTNEY PURNELL Wind Zone: 170 MPH. Address: 2589 RAINBOW DR Exposure Category: C FORT PIERCE,FL 34981 Minimum Building Dimension: 26 ft. Mean Roof Height: 12 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(psf) Pressure(psf) 1 Int 73 49 7 35.6 -38.8 -- -..- - - ... - ---- ...--- -------- 2 Int 73 49 7 35.6 -38.8 -- ---- --..-. .......................... -..-..- --...._.._..._......... - - 3Int 52 37 7 37.1 -40.3 _.....................-- ------- -- .. 4 Int 52 37 7 37.1 -40.3 ..._.. _...._._.__ - _.--_._. _ - - -- - 5 Int 52 37 7 37.1 -40.3 _ - -- -- -..........._ _ ._._.._ _._.._....- ._ --- ........... 6 Int 25 24 7 37.8 -41.0 _...._..._... ..........-- --....................._ ....... _ _. ._.--- 7 Int 36 49 7 37.3 -40.5 _ _- -_.---- - -.........-- - - -- ---- --- ---- - - -.:..----- _...---- 8 Int 110 49 7 34.6 37.8 ------ -- --......................._.. -. ---._......._......._..- .... ------.._..-- ............._._..... --.,__........ 9 Int 26 24 7 37.8 -41.0 -....................__._ ._......................... ---- .._.-_ -- 10 Int 26 24 7 37.8 -41.0 ------ - ---------......................-- - .... _.._.....__...- --_..- - .......................... ------ ............-....-- -.._.....- -...-- ......................._.....--- 11 End 36 36 7 - 37.8 -50.6 ----- ...--- - - -.............. 12 Int 105 36 7 35.4 -38.6 13 Int 50 36 7 37.2 -40.5 14 Int 73 49 7 35.6 -38.8 - ..........._....-._. _._ -__._.._.-..- - .....................- -- - ._..... _- 15 Int 35 36 7 37.8 -41.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)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. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION WINDOW SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ Y/N REQ YIN/NA 1 Int Window 7/8"Lami IG FL16736.1 60 60 35.6 -38.8 74 x 63 73x49 No No 2 Int Window 7/8"Lami 1G FL16736.1 60 60 35.6 -38.8 74x63 73x49 No No 3 Int Window 7/8"LamiIG FL16736.1 60 60 37.1 -40.3 74x63 52x37 No No 4 Int Window 718"Lami IG FL16736.1 60 60 37.1 -40.3 74x63 52x37 No No 5 Int Window 7/8"Lami IG FL16736.1 60 60 37.1 -40.3 74x63 52x37 No No 6 Int Window 7/8^Lami FL16177.1 70 70 37.8 -41.0 52x62 25x24 No No 7 Int Window 7/8°Lami FL16177.1 70 70 37.3 -40.5 52x62 36x49 No No 8 Int Window 7/8"Lami,G FL16736.2 60 60 34.6 -37.8 111 x63 110x49 No No 9 Int Window 7`$"LamiIG FL16736.2 60 60 37.8 -41.0 111x63 26x24 No No 10 Int Window 7/8°Lami FL16177.1 70 70 37.8 -41.0 52x62 26x24 No No 11 End Window 7/8"Lami FL16177.1 70 70 37.8 -50.6 52x62 36x36 No No 12 Int Window 7/8"Lami lG FL16736.2 60 60 35.4 -38.6 111 x63 105x36 No No 13 Int Window 7/8"Lami ir, FL16736.1 60 60 37.2 -40.5 74x63 50x36 No No 14 Int Window 7/8"Lami 1G FL16736.1 60 60 35.6 -38.8 74 x 63 73x49 No No 15 Int Window 7/8°Lami FL16177.1 70 70 37.8 -41.0 52x62 35x36 No No 4• Florida Budding Code Online `—'s ) 314 , � �� M . .... ... "Z1,31 'ZI t Ni ` 7-17; ZT,t� 4�Et �tra 4 ',, :� t�. v� 4 't`'- ' �"1�}:3 '? �`a.`, a ?:r .w t ey, wi ➢* t t.. a> j'��. T{ ;'f �I MR fit BCIS Home Log In i User Registration ; Hot Topics Submit Surcharge Stats&Facts Pubilcations FBC Staff I SCIS Site Map Links - Search PN Product Approval y� USER:Public User Product Approval Menu>Application Detail FL# FL16736-112 Application Type Revision fCode Version 2017 }`( •" t3, = Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. 4 t ;iA Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine t kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 Y, 352 368-6922 Ext 291 Y jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 }y (352)368-6922 Ext 221 amonteverde@cws.cc � . .y�l by Category Windows Subcategory Horizontal Slider f„ Compliance Method E do eport from a Florida Registered Architect or a Licensed Florida �p c Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report t Florida License PE-58201 x Quality Assurance Entity Keystone Certifications, Inc. t (' Quality Assurance Contract Expiration Date 07/21/2020 �( Validated By Steven M. Urich, PE C 0 Validation Checklist- Hardcopy Received r Certificate of Independence FL16736 R2 COI EvalReport871C.pdf r Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ?s" ASTM E1886-05 2005 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXIuFJrTCXA%3d%3d[1/2/2018 11:05:25 AM] Florida Building Code Online e ASTM E1996-09 2009 , PA/TAS 201/202/203 1994 . , Cy Equivalence of Product Standards ! ' Certified By Sections from the Code 1+ ,e. Product Approval Method Method 1 Option D Date Submitted 09/28/2017 4y Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 t Date Approved 12/12/2017 fl m a. .o ,Pr--d cts `y�. 4NkV 7. ` FL# Model,�Numb'er or Name' Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. ti9q A°'C nr, _I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 ( k Impact Resistant:Yes Created by Independent Third Party:Yes t Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74"x 63", DP+/-60 psf. Outer lite in FL16736 R2 AE Ev_ alReport871C.pdf `- I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. r 16736.2 I HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63",XOX. va Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.pdf Approved for use outside HVHZ:Yes Verified By,: Lucas A.Turner 58201 P Impact Resistant:'Yes Created'by 3n'dependent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other.:'Large Missile, 111"z 63" DP+/-60 psf. Outer'lite in FL16736 R2 AE EvalReoort869Gpdf �� I.G.�must be safety glazed when used above 30 ft in HVHZ. Created by Independent Third Party:,Yes " H Glass:comp'lies td ASTM E1300-04. 0301 FW z 1• Contact Us:;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 } f d < ,yp� `r`• The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal { P 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., f � �x please click here. f r, Product Approval Accepts: -� ® eCtictk f t ` Credit Card Safe k4 https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDqu8obl%2flZtn6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d[1/2/2018 11:05:25 AM] URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871C August 295 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)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-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1,-lA, -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,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02t • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.I Ot I I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017)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. ``�I�ttrtrrrr�r�� �IA0REW 1 jt11 ,•` .•` No 582011 ' 4 � r 13 STATE OF40 tU• '�.Q,p•.,,c q.,: 8/29/2017 ti ''� ~ Lucas A. Turner P.E. FL PE 958201 GENERAL NOTES:. HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 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 75 1/4'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74"MAX UNIT WIDTH 3.CONFIGURATIONS:"OX",*XO". HQRZ.SLIDER 33'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES r O w 0 w w o w -- -- -- 1 - ASTM E-1300-04e01/09. Z w tip LU ZOZ M_?r I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o �w 3 Z 0 Of�_ _ 1 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z=�¢Of w O O �4" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 F-OO Cj<x I-� FLANGE B B ANCHOR CALCULATIONS. p z w Z ZCL~CO HEIGHT I Z O Q U uj D 0— 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT 4 F z LL2 p 0 LL Z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT � 0 w F Fz-Z— 1 I 1 UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F �� W D�0� 63" 1 1 1 MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0 O w rn O w w w- LL MAX. FLYING DEBRIS. a z=w 0 JO V)F- UNIT HEIGHT O X j 59 9116" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT _F-a W 10 SMASH USED AT FIXED MEETING RAIL AND HEAD/SILL. D_ F- n HEIGHT8.SERIES/MODEL DESIGNATION HS-8200. �,,1P�ORE 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: GQy.��OENs 5813/16' I B GLASS 1 X=OPERABLE SASH,O=FIXED SASH v No 58201 Z 5 DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 9; STATE OF I 9 11.EXTERNAL WEEP SLOT=114"x 1'LOCATED 4"FROM BOTH ENDS. '0'�F•:;(O R ®?:��_` C 1 Its mW C A A s 33"GLASS DLO Z� 365/16'MAX.SASH W IDTH 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 SECTION NOTES VIEWS ELEVATIONS DETAILS....1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV: SECTION VIEWS 8 GLAZING DETAILS....2 ANCHOEXTRUR M..........ES................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT ALE: 1 c ANCHOR SCHEDULE&NOTES................4 SCALE: INSTALLATION DETAILS...........................5 SHEET 1:15 1 OF 5 P � � 7 8 7 30 2 WI DOW SYSrEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 18 1 1 3 6 WWW.CWS.CC 8200 PVC rj HORZ.SLIDER IMPACT si 0ow0 WWOO w ZOZY0�3mLL �w�Zl-��= 40 3 12 9 39 Z zmm<ww00 O 0F-06<XFOf SECTION B-B o zNNZEL?�Z)ai 11 Z 00,Z L) --�U- 8 NOTE:FIXED LITE AT HEAD ¢ F- w 2 O O u-Z AND SILL IS SIMILAR. >- <�OOwp=Z— 31 F- OAof F-}7�0� p' LL Ziw 0�0)F- 19 O w F-0- a- > 38 3 d f- Q.fl D: d 17 36 37 �p0t gOREWf'N 41 4 GENsfi ,2tn: v. No 5$2011r HEAD IMPACT HOOK(TYP.) 4 MIDSPAN OF SASH (ITEMS 35836) 718 'OVERALL ?9; STATE OF .41/1. Z 1/8"ANNEALED or TEMPERED ��.<'+.A' t---�- INTERIOR I 7116"AIRSPACE 4SS/0(VA ©N�`, I I5/16"LAMI f7/UUtt1t 1/8'ANNEALED ROTARY LOCK(TYP.) ONLY J=DUPONT PVB INTERLAYER 43 TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS 1/8'ANNEALED 19 4 I �/ I (ITEM 27) 9/22/2917 43 PURFECT.GLAZE"H" 13 U� 3 �� LI.. SIKAFLEX552 LUCAS A.TURNER,P.E. QUI FL PE#58201 41 1239 JABARA AVE. 34 NORTH PORT,FL 34288 so-- 5 PH.941-380-1574 I 116 112'GLASS BITE SHEET DESCRIPTION: 5 I 0 0 32 SECTION VIEWS AND OUANEX OURASEAL GLAZING DETAIL I Q - 4 0IG SPACER DRAWN SECTION A-A HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS ADE 10/10/13 DATE: 1.20 GLASS TYPE A DWG p: REV_ SECTION C-C 1:1 CWS-871 C ALTERNATE FIN FRAME SCALE: SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5 PARTS LIST 31/8• CORNER CONSTRUCTION /( q�7/7(�jJ��'y�•���/�}���)) ITEM PART# DESCRIPTION VENDOR MATERIAL 3118"� V(SIyNJC6ltULl 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 112" WINDOW SMEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 8 6 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474 4 H-6052 Sash To/Bot.Rail Mikron PVC 1/16" II(��SJY��� WWW.CWS.CC P 2,1116" 39116" 21/8' LSU 1/16. 5 H3048 Main Fr.,SH,w/Fin.,PVC Mikron PVC ;I, 1,6" L-f CORNER WELD 6 H 6050 Sash Meet.Rail,PVC Mikron PVC O (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC 1:8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 15 10 P-3033 Screen Spring,SS Hurley 1 15/16" 6 ¢ z Q Z X23/16" 9116' 11 P-3113 Screw Support,PVC Team Plastic Rubber LIB. 6 Z W w Op a w Z w 12 P-3218 Screen Frame Allmetal RoliForm 7 40 Lu ZOZ}O m 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 1 5I/8" Q 1 L/8:17� 1 5116" U. tQ-w Z F-3 M= 6" I q 1/16" Lq 1/16" ,1,6. Z Z=0 Q<w p O 14 P4754 Screen Frame Comer Key Allmetal Nylon !LL!— L SCRFIXED MEETING RAIL EWED TOGETHER WITH O O z a a 15 P-3342 Seam 04 Schnee 16 P3 52 Set B ke 85 urn,158"x 5/8"x.2"Lg. Frank Lowe RubberiPVC SASH MTC.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 OUTERaRAME Q O Z,rA Z=)O- PHOW--,Moo-Z 17 P3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab >- I F O_ 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 518• �- -{ 3/4' O �>- O 19 P4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3/16" r-+ /� 2 Z rn w O-1 U)F 20 P3752 Cap Plug,112"Hole M&M Nylon 1' 15116"I-I 1116" p w~O nCL om.= r P-3783 or O L 1 11 }_1� a F a W a w" CL 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 of 22 P4779 Roller,Tandem M&M- Nylon f5/16- 7/16"23 P4051 #8x 1 1/4 Ph FHTEK,Wht. Fastenal Steel 35 SI314•24 P4069 Keeper,Impact,PVC Interlock 7/8' 1116 X16 -I 34 No 58201P 25 P4479 Weep Cover w/Flap M&M Nylon 1/16. 26 P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16" S.B.R./S.S.R.-1498 ROLLER TRACK-1776 9; STATE OF 27 P4958 Rotary Lock Sullivan Zinc 28 P4952 Keeper,Rotary Lock Sullivan Zinc rO 3116• *��iS'j o A ©'•4N'N`� 29 P4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab O 1/4 4, r7/8"-{ �516 "ti�`��� 30 P4633 Barrel Fastener Fastenal Steel I 31 7/8" 9116' 31 S-1112 Reinforcement,HeadKeymark Alum 6' -1 5/8�' 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 518 � `6'" PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum 1- 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 112"L /8�j 318' 1 5/1�l- 61 9/22/2017 36 S-2000 Panel Catch,Head,Impact Keymark Alum I �(���l�l I- 3 3/16' 38 LUCAS A.TURNER,P.E. 37 S-6005 Anti Lift Mikron PVC � 3" 1/2" Ill 6- FL PE#58201 F� •-I N-�{- 1/16' 38 1 S-6013 IScm.Adapt.,w/Nib,PVC Mikron PVC n� 1239 JABARA AVE.PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 39 S-6014 Scm.Adapt.,PVC Mikron PVC r SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Coker Mikron PVC PH.941-380-1574 41 S-6064 Glazing Bead Mikron PVC 5116" 1,/e I SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1116• PVC SCREEN SUPPORT-6014 DRAWN BY:. DATE: ADE 10/10/13 DWG#: REV.: CWS-871 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 33 1:2 3 OF 5 ME 12 1/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6'MAX.(TYP.) 3'(TMP.) SEE NOTE 2 4'MAX. ) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX �3"(TMP.) 4'MAX(TYP.) � SEE TE2 WWW.CWS.CC (TYP.) - -- -- -- -- -- r------- 8200 PVC INSTALLATION I I I ANCHOR(TYP I I HORZ.SLIDER 1 I INSTALLATION ANCHOR(TYP.) IMPACT MAX O.C. (TYP.) Q Z Q Z < ow0 �nw00 MAX.O.C. I I I I I I _ w zoz ly-�� (TYP.) O II. X I I O X I 0 1¢-w§ZOw�2 Z zx2¢wwoo I o opo a=Fx U 0c) Zal.-.0D- I ❑ z-� z�Dw I a °?LL2o0LLZ 0~~~0— I� al I I I I w LLU)cn0wcnw z w 0cnr a -- -- -- -- — -- -- -- oa w'=0 a. C/) I ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ORW�To,�` -,c No 58201 t #; * t'k G9Q; STATE OF `14` NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 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. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 9/22/2017 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,-1 34288 SPECIFIED IN TABLE 1,SHEET 5. 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 AND 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. 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 10/10/13 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 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 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), FMAIWDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) - 1:20 4 OF 5 MIN.EMBEDMENT 11 _nlf )/1 Y7/"L/Af/d TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATElyvtrALf(YYWW//LI[10'Ir](lel"/�I BY OTHERS WINDOW SYSTEP9S MIN.EDGE DIST. 114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 114"MAX.SHIM WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER SEALANT BEHIND SEE MENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM ' Z � aZ0 aPERIMETER SEALANT Z W J Op 'W O W PERIMETER SEALANT BY INSTALLER W Z 0 Z 0_- F BY INSTALLER INSIDE AND OUT O :Ft LL W§Z 0 W�2 INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2 Q 1XW O 0 SEALANT BEHIND SEE TABLE 1' O O I-0 V a=F Of INSTALLATION ANCHOR Z H-in d SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND O Z-0-Z H O U) FIN BY INSTALLER Z O Q 0 O 0- �g1 HORIZONTAL SECTION ' �, ` HORIZONTAL SECTION a F- u p O=z T CHORAGE ff ¢� w—=O- 5 TYPICAL JAMB ANCHORAGE 5 HEAD AND SITYPICAL FIN LL SIMILAR FOR FIN INSTALLATION ¢ Of }O O 2 ZyWOf�0�f/)H- (n LLI a 0 lur0 w=�>- 1/4"MAX.SHIM a F- °• Of�'a HIND FLANGE BYYEIN TALLER O �y''�,c1OR�W�T PERIMETER SEALANT w'j(,t¢:'y\C H SF•,:PZ BY INSTALLER MIN.EMBEDMENT v." No INSIDE AND OUT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 �\ SEE TABLEDIST. fSs�UNA����`p / H 1 VERTICALSECTION 5 TYPICAL SILL ANCHORAGE TABLE 1:APPROVED INSTALLATION FASTENERS 0 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"I1W TAPCON 1-1/2" 1-118" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 p HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-112" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0,55) _ OR ELCO ULTRACON 1-318" A7116" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) _ #10 WOOD SCREW 1-3/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREADUP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" ADE 10/10/13 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 118"ALUM.(6063-T5 MIN.)OR 410 GRADE 5 SELF-TAPPING/ FULL THREADINSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE CWS-871 C 1/S"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASFIN 2XMIN:SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5OF5 Florida Building Code Online Page 1 of 2 0-6'0 -7 511 /,5, pi ... .'y •. .v-.. ": $[ £f .+:-I'c.:''7tM.'L�'$ fT .. ..✓ .a ._..., "�a �AN'J.Sb� ..�, r •.:.... SCIS Home ' Log In I User Registration Hot Topics ( Submit Surcharge i Stats&Facts Publications FBC Staff C BCIS Site Map j Links j Search rlc.9da Product Approval rit:,USER:Public User `E Product Approval Menu>Product or Auplicatlon Search>Appllcatlon List>Application Detail w FL# FL1617 -R2 Application Type Revision Code Version 2017 Application Status Approved Comments , Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 FL16177 R2 COI EvalReport812C.ydf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy... 1/3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 ummary 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 R2 II CWS-812C.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. FL16177 R2 AE EvalReDOrt812C.Odf Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 050.487.1395.*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: .N I� rL�1miF: Credit Carty Safe ( https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy... 1/3/2018 URNER1239-Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF, no anchors in sill' Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h 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 6`h Edition(2017)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-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3 815-1 A, -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-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6'h Ed. (2017)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. RE 4V . No 5821 O STATE OF 8/29/2017 0? ,� •'• Lucas A. Turner, P.E. ONA� ;+`'� FL PE 958201 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT ( ' 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMiS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 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) 53 1!8'MAX O�(EBA NGE WIDTH 8100 PVC 517/8'MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG 4711!16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Z Q3:-- _ INFILTRATION TEST PRESSURE AND GLASS TABLES F- O w p m w 0 0 -79 ASTM E-1300-04e01/09. Z w�oLLI W ZOZ 0 ---F-- iz 63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F W Z O 3 MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z=2 Q w w O 0 OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F O a-=I... HEIGHGE T ANCHOR CALCULATIONS. Q Z w U)Z Z F j W O Z OOVuj OU— B I B 2613116' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE } Q w W 0 Z I DOGLASS NOT REQUIRED. m g}O}F_I-- Z F F U) I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O o m o w m w 61 314" I I I u- w O--I to i,- MAX USED AT FIXED MEETING RAIL AND JAMB. a Z=a it O—/n UNIT 0 wF-0 D.2m7' HEIGHT 8.SERIES!MODEL DESIGNATION SH-8100. a F Of it 3 w/n 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ���rru rtrr�r X=OPERABLE SASH,O=FIXED SASH ......... I 303116- I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .SGP;�CGF., SASH `, I GLgSS LOCATION. v:" No 58201 "' HEIGHT Y I DLO B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. STATE OF O Fl Nom\`, 4 I h'�/oNA.e,-` 1777451/16 A ' GLASS DLO 48 318" 9/22/2017 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 ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE RATING IMPACT RATING DWG p: REV.: SECTION VIEWS.................................3 EXTRUSIONS&B.O.M........................4 CWS-812 C ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET _ 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z azo H ❑W O a W 0❑W Z WJ❑ W ZOZ D:�ZF.' O I-W�i ZO�22 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS" Z Z=2 Q�W Q O O OF-06<S F-W 1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED ❑ Z- Z Z F-7 to z 0(9 ❑()- 7116"AIRSPACE 7/16'AIRSPACE Q F-Z W 2 0 0 LL Z > ¢�0w-20- 5116"LAMINATED GLASS 5/16"LAMINATED GLASS Q Q U z uj 118"ANNEALED 1/8"ANNEALED W OW❑Of U)0 W to W zea O�v)F .090-PVB INTERcn LAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 00 W H O a 2 m} 118"ANNEALED 1/8"ANNEALED of F- d x d QUANEX DURASEAL QUANEX DURASEAL ttt[tnUrgr IG SPACER IG SPACER �0%%�.'10REW '9.. 4 PURFECT GLAZE"H'OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552 y`C s S v: No 58201 '�"i 14 1/2"GLASS BITE 14 1/2"GLASS BITE C*; i 48 48 % :9� STATE OF •2V -q o FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTF.P7S 1900 SW 44TH AVE. ' OCALA,FLORIDA 34474 www.CwS.CC 45 3 53 1 38 13 3 32 4 45 8100 PVC 0 ® _ SINGLE HUNG 0 IMPACT 45 a a a = �_ `Z0 1- Ow0 tnw000 1 z W.JO Q W W zOz '—rg" 14 I LL F w z O�M 2 3 3 14 54 14 6 66 63 19 4 O OFO�jQ=O� SECTIONS-B o z610z?F�vn 54 z NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a o z LL 2 0 0 LL z RIGHT SIDE SHOWS SASH SECTION VIEW. <¢0 W r r 0— W 00 ix> W(n W wmW OJfnF z LL 14 39 0 wF=-0 a0=�} = 2 w w fA 40 0 a 0: o 72 8 1 Q INTERIORGENS .may 9 :4P GENS lJ SF.•.Q2�i. _ 48 I v= No 582D1 :9� STATE OF :�W �iO�Q`•'.COR 1 a�'-��.`� 14 g 10 66 6 Z� 3 3 3 - t6 9/22/2017 q 6 LUCAS A.TURNER,P.E. 2 7a FL PE#58201 3 1239 JABARA AVE. 30 o NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG 9: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 3 OF 6 PARTS LIST FRAME CORNER ITEM PARTDESCRIPTION VENDOR MATERIAL CONSTRUCTION 1 H30311 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 3118" 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/16" WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 ' OCALA,FLORIDA 34474 F--2 3n6 1900 SW 44TH AVE. R 2 I 4 H-6031 Main Fr.,SH,w/Fig.,PVC, Jb. Mikron Vinyl 3 e WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum r� 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 4 1518" �J 1 5/8" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1116' I �I • 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl LU 1r16" 0(ALLSI 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 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl - Q Z 3� ¢Z 19 5-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112 l ❑w O ¢w o p 20 56029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 13116, 3 w Z O Z W—Z F- 23 H-1699 Reinforcement,SBR Keymark Alum 7/8• ❑ Q U y O m 24 P-2190 Balance BSI 9116""�� 1 1 z z m�a it w c)o 25 P-3059 Sash Cam,PVC BSI Plastic O O r O Cj¢=F-ro 26 P-3046 Take Out Clip BSI SS 3 1 Ail 21/8" 1116 U U rn N Z Z F_0 D- 1/16" FIXED MEETING RAIL ❑ Z— Z F_ CO 27 P-3783 Lack,Impact,PVC Intedock SCREWED TOGETHER WITH z o Z U�j Z❑U 1116' OUTE 1:8 ¢ O o U 28 P�069 Keeper,Impact,PVC Interlock Zamac 1:8 } F-—p w O=O Z REINF.,IMPACT HOOK-1112 rr 2 -C F- 30 P3215 Weep Cover w/Flap Geer Plastic ¢ m rn z rn 32 P3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w O❑W U)o W(n w LL CO O �rnr 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel W Z=a 0—w 38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16• 9116' .1 O =~Ix w= U)i 39 P4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1l2. ,„g•� 5/16" 1 1/6'-{ ma F D- Df 7'W 40 P4264W#8 x 314 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I �tm,h 44 P3342 Seam Sealer,SM-5504 Schnee 7/8" 18 19 �pP�NOREW"Alm 45 P3752 Cap Plug,1/2"Hole M&M Nylon L �� 045' 1/16 ��`y P•• «'••.TG�'i 47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1116' 1116" JGP;y�G ENSF 48 P-3352 Set.Blk.,85 Dur.,1/8"x 518"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 2-; No 58201 0 51 P-3881 Temporary Lbl.(NFRC/DP) 52 P3613 CWS Lbl.(logo) Pro Label .-a' 53 Sash SEE SHEET2 GLASS 3/4" 3!4" 8�' j ,/q• Ot STATE OF :W` 54 Fixed SEE SHEET2 GLASS 3/16- g I 14 56 P3281 Spacer Duraseal r 13 15/11 6''...I 1/16• L -,!6" 7/j ,���SSiON'�i >•��� 62 P3218 Screen Frame,Horiz. Allmetal Alum 7 ,/,g J I� 63 P3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 67 P3029 Screen Pull Tab Summit Alum 9/22/2017 68 P3033 Screen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum0 3/16" FL PE#58201 72 S-6063 Cover,Fixed Rail MikronVinyl p 1239 JABARA AVE. 73 5-1112 Reinforcement,Impact Hock Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 Ll 35116"1 112 SHEET DESCRIPTION: LINEITEMS NOT USED: 6 (- s 3r1s 3" BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7!{ /16• SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG 9: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1.2 4 OF 6 WINDOW SYSTEMS 6"MAX.(TYP.) 17"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC I I SEE NOTE 2 8100 PVC MAXO.C. I I SINGLE HUNG (TYP.) IMPACT J_ O INSTALLATION � ANCHOR(TYP.) Z Q 1 H Oti1O QWpW Z W�O W ZOZ D_ ZF- 0 a(n >=p�3E LL FW ZH3�2 AITG RAIL Z Z=m Q T W O O P.) - 0 00 F-Z D-F W0- "� 1 I Z Z30-z?Utq I I Q ZpCnZpLLU > ��OWO~z, Of 101/T2" /\ W p��NO WOW MAX O.C. LL to W (TYP.) (L z 2 IL �0 � WI- KW=ow d F D_ of (f OREV,,����� 4"(TYP.) -- -- -- OGp`?.��CENSF•.P��� 4"(TYP.) NO ANCHORS REQUIRED IN SILL ��J� No 56201 •": ANCHOR LAYOUT-(FLANGE) 9% STATE OF �Qt O R NOTES: SS,ONA 1,S?�`,� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 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. Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 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 MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH ST13ENGTHS 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 1X 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: 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. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-812 C 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/AAMANVDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 r TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT WINDOW SYSTEh95 I\v/I SEE TABLE 1 SUBSTRATE MIN.EDGE DIST. BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 114"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 UBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 - MIN.EMBEDMENT ' PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT SINGLE HUNG SEALANT BEHIND C� EE TABLEII ANCHOR IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM O Q ZQZ2i F O W O QW W Z 111_10 W ZOZ —�� o ;Fc m§}0IY3:m PERIMETER SEALANT L- ~W Z~ 2 BY INSTALLER Z Z=2 Q it W 0 0 o OroQ= m INSTALLATION ANCHOR INSIDE AND OUT 0 0 m�Z I.-a F-In a SEE TABLE 1 SEALANT BEHIND Z ZO �—Z F U co FLANGE BY INSTALLER Q Z 0 w Z=O a 0 Y Q�0W020Z CONTINUOUS DOUBLE 3116'BEADS OF B HORIZONTAL SECTION Q W '0 U~Z uj TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W 0 O >-0 PERIMETER AT ALL INDICATED POINTS a(0 W O H BETWEEN FRAME AND BUCK BY INSTALLER. a =D. 0_O to _~� W�WU) 1/4"MAX.SHIM a a Ir D. SEALANT BEHIND FLANGE BY INSTALLER ••PgDRE W �' N 5: PERIMETER SEALANT �JV �`CBS`�••'p�F LL BY INSTAER MIN.EMBEDMENT BY NS ALL OUT SEE TABLE I �v� No 58201 •=-P: 1r; STATE F SUBSTRATE BY OTHERS ~.9"'* SEE TABLE 1 MIN.EDGE ST. SEE TABLE 1 ,��'�+SSlONA; N�•` / A 1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE FL PE#58201 IN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION CONCRETE(2.85.KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3116"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, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW1-3/8" 718" 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 'UW G#: 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SHEET 12 60F6 -Florida Building Code Online r � l 3:.r �.� w.f �,Y A �s v ' ��+•���' � ���� I-" � i 1;�,,�,� ��'3�°d���� ..��aN� �� 5�'� � "�5 kw`• Y � T`e fF"•T 4 v ,.,;.,.��,� -'. ^a e BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts `Publications '� FBC Staff BCI$Site Map ' Links Search dbpr d �" Product Approval ��USER:Public User Product Approval Menu>Application Detail l a) a a 4 FL# FL16736-R2 *, Application Type Revision Code Version 2017 4 A ti s' Application Status Approved 5� Comments Archived 4 , '= Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue r y Ocala, FL 34474 (352)368-6922 Ext 245 r kpine@cws.cc {` Authorized Signature Kevin Pine � kpine@cws.cc Jxh¢ r ' Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 t jlathrop@cws.cc ' + Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 -? (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows ' Subcategory Horizontal Slider . J i " Compliance Method E tion eport from a Florida Registered Architect or a Licensed Florida p"VP VI Professional Engineer Evaluation Report-Hardcopy Received '•, k s Florida Engineer or Architect Name who developed the Lucas A.Turner fmnnA Evaluation Report Florida License PE-58201 *+ f' Quality Assurance Entity Keystone Certifications, Inc. F .c- Quality Assurance Contract Expiration Date 07/21/2020 t ��^� Validated By Steven M. Urich, PE x ❑� Validation Checklist-Hardcopy Received � 4 Certificate of Independence FL16736 R2 COI EvalReport871C. dmf Referenced Standard and Year(of Standard) Standard - Year £ AAMA/WDMA/CSA/101/I^S.2/A440-08 2008 ' 4 ASTM E1886-05 2005 3,1 https://Roridabuilding.org/pr/pr_app_dti.aspx7param=wGEVXQwtDqu8obl%2tiZm6TgPohLz6ontOd5HABPugYUIXIzzFJrTCXA%3d%3d[1/2/2018 11:05:25 AM] Florida Building Code Online ASTM E1996709 2009 PA/TAS 201/202/203 1994 44 Equivalence of Product Standards Certified By Sections from the Code f �y S4d Product Approval Method Method 1 Option D { -b Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 �3 r ' r $UIilMary,.of products e.:' - z1 rt FC# ," ''� 'Model,Number or Name• Description . 1 .o ] W 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions iv Approved for use in HVHZ:Yes FL16736 R2 I1 CWS-871C.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 ~, Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74"x 63", DP+/-60 psf. Outer lite in FL16736 R2 AE EvalRenort871C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. -. i- 16736:2 HS-8200 PVC'Horizontal Slider HS-8200 PUC H'orizontal'Slider,IMPACT, 111"x 63", XOX. Limits of Use Installation Instructions Approved for use4n HVHZ:Yes FL16736 R2 II GWS-869GRf .Approved for use outside.HVHZ Yes VerifedZys Lucas A.Turner 58201 , Impact Resistant:Yes Created by Independent Tliird Party. Yes. Design Pressure:-+60/ 60 Evaluation Reports` • ' Other: Large Missile, 111"x 63";D.P'+/-.60,psf. Outer lite in FL16736 .112 AE EvalRe„Dgrt869C.pdf, I.G:must be safety glazed when used above;30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. t� Contact Us:•2601 Blair Stone Road,Tallahassee FL 32399 Phorea 850-487-1824 h r `ti rq y, The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::.Accessibility Statement::Refund Statement f - "1 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-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 'O r c 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 click here. Product Approval Accepts: M M1 Ed M A Credit Card: $afe` Itttps://floridabuilding.org/pr/pr_app_dtl.aspx?param==NvGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d[1/2/2018 11:05:25 AM] ~ v T RNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`"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 6°i Edition(2017)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-869C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3,-3A, -4, and-4A, 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,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • 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 • In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16- 1117.021;and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade N.O.A. 14-0916.11 t • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1 Ot 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 6`"Ed. (2017)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. 'tttilaorrtll .~` No 58201 .: 9/07/2017 Lucas A. Turner, P.E. a t cc FL PE#58201 �.' STATE OF ur.' GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED W1PJDOWTEMS�L�/L/(I%/J/�� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 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) 8200 PVC 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER 112114"MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111•MAX UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 4915116" 24 518" ASTM INFILTRATION RESSURE AND GLASS TABLES Z W w pQ Q F o w GLASS DLO GLASS DLO III O Z c)Z}O tz K m 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F w z i�-3 m_ A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z=�¢Of w O 0 O OHO Q DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U =�� ANCHOR CALCULATIONS. 0 Z U)Z Z��D. I Z 000 --?U�l7 641/4' I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a 1--—w�O O w Z MAX I I I I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT } < 0 W F F Z— FOVVENRGAEL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F W �}L)3 p HEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w OLL(n w y 0 w m w FLYING DEBRIS, w Z=o_ 0 JO U)� O wl-0 D-=�} 63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT i = a 3 w 10 MAX. 58 13/16' a Of UNIT X i GLASS O l X I 561/4" USED AT FIXED MEETING RAIL AND HEAD/SILL. D. HEIGHT DLO I D I D GLASS �gttillsofy, DLO 8.SERIES/MODEL DESIGNATION HS-8200. ���PyDREW#11 rB 59 9/16' 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ti jOPy�i�E NgF..Q� MAX. C X=OPERABLE SASH,0=FIXED SASH No 58201 t'P SH HEI HT I I I I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR *1 * •*_ D LOCATION. `9O. STATE OF I 6 C 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. 2715116• A MAX SASH WIDTH 6 9/22/2017 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 GENERAL NOTES&ELEVATIONS...........1 DRAWN BY: DATE: GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: Rev.: EXTRUSIONS&B.O.M...............................4 CWS-869 C ANCHOR SCHEDULE&NOTES................5 111"x 63" +/-60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS...........................6 SCALE: SHEET 120 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8200 PVC 718"OVERALL HORZ.SLIDER 3116'ANNEALED OR TEMPEREDOVERALL IMPACT 718" - 1/4"AIRSPACE 118"ANNEALED OR TEMPERED Q z <Z0 Z O 7116'LAMI 318"AIRSPACE Z W w Op Q w O W 3116"ANNEALEDw Z O Z D_H 5116'LAMi O aw }0It .090 SENTRY GLASS TONOPLAST INTERLAYER118"ANNEALED O O~O a¢w 0 0 3/16"ANNEALED .090 DUPONT PVB INTERLAYER 0 U(n I--Z a l-CQ a 1/8'ANNEALED Q �Z00ZOLL0 , QUANEX DURASEAL 9 PURFECT GLAZE"H" } Q�OO W p=O Z IG SPACER SIKAFLEX 552 Q F b F Z w QO0:U)0wmw OUANEX DURASEAL PURFECT GLAZE'H" tl 0 w IG SPACER 9 SIKAFLEX 552 a = - Ix O�U) 11 j 112'GLASS BITE W F-O D.2 } It a a3aU) I r 30 11 aO 112'GLASS BITE gOREw���,'' No 58201 1 oQoQ FF SlONAiuEN��`� O GLASS TYPE B SASH GLASS GLASS TYPE A Z"- FIXED GLASS 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: TEF 10/11/13 DWG 4: REV.: SETTING BLOCKS PER FBG 2411.3.3.1 CWS-869 C SCALE' SHEET 1:1 2 OF 6 INTERIOR 2 5 3 24 WINDOW SYSTEMS 1900 SW 44TH AVE. 1 19 or 49 0 15 1 13 4 4 43 OCALA,FLORIDA 34474 www.CWS.CC 40 - - 8200 PVC !1 - HORZ.SLIDER _ IMPACT z Q 31 TWO Z WWS a�oW 11 8 3 2 5 6 1 18 8 1 SECTION VIEW D-D o' 4 co§>Z-O W�m JAMB ROTARY LOCKS Z z w ¢it w o=O 0 0E-OQ=FW JAMB ROTARY LOCKS: U L)u)�Z 0-r CO Q- 40 -MAY BE SUBSTITUTED FOR JAMB 0 zj-?F-=)U1 SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. ¢ O z U U) 2 0LL U 1 0 REQUIRED ON FIN UNITS. >- F--LLO w 0 F O? U Z ui 43 ZO WU)0WUU)w 0 46 O WF=-0 w=rte 31-37 (L H a Of 18 16 ���•� Pp10RE W T jig. 11 50 ��gF;:kGENS' 14 HEAD IMPACT HOOK(TYP.) MIDSPAN OF SASHES 8 (ITEMS 44 8 46) INTERIOR ..........6 ��0 I � I I JAMB IMPACT HOOKS(ITEM 42) ✓J OR ROTARY LOCKS(ITEM 23) 14 LOCATED AT THIRD POINTS. t s _ 9/22/2017 NOTES: 6 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. 18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34268 47 PH.941-380-1574 I SHEET DESCRIPTION: 10 0 a <= SECTION VIEWS 1 _ DRAWN BY: DATE: TEF 10/11/13 SECTION VIEW A-A HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG N: REV.: 1:20 CWS-869 C SECTION VIEW C-C SCALE: ALTERNATE FIN FRAME SHEET 1:2 3 OF 6 PARTS LIST 31/8"--{ CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"----1 W 1 H-6049 Main Frame, 118"me,SH/HS,Flange,PVC Mikron PVC WINDOW SYSTEMS 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 a 2 1900 SW 44TH AVE. 3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC11OCALA.FLORIDA 34474 5 P-4638 #8 x 2'1/2"Ph Mod Truss Type A TE Ajax Steel 211116' 1116• 39116' O 16" 1718' 1/16' WWW.CWS.CC 6 1 P-3342 Seam Sealer,SM-5504 Schnee SiliconeWal 15ZL=e, CORNER WELD 8200 PVC 7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8 5-6013 Screen Adapter,Jamb,PVC Mikron PVC L rr 1'8 HORZ.SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT 10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN 6048 6 11 S-6064 Glazing Bead Mikron PVC 5 z ¢ 1 15/16' 1 3/16'-{ ¢ Z O 12 H�O50 Sash Meeting Rail,PVC Mikron PVC 118- 5/8" I�-23116I - —23116" F WwO Ql-ow13 H 6051 Sash Pull Rail,PVC Mikron PVC 14 W Z0? wt_� - FF 14 H 6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 L fl�3 0 ;�0 0 of 3:E 518' w 1 5/16" w Z _ Z Z7 2<Mwp0 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum L� I `-J I 1/ts' 2 O O I-O Li¢=F ro 1/16" U 1/16" 1/16" L U U rn U)Z D-P U)5- 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum L PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 ¢ O 65 Z U U Z O u.U 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum 18 P-3429 Wst .,0.270 x.187 back FinSeal,G Ultrafab FIXED MEETING RAIL y Q 0 w O=0 Z P 0 3116" SCREWED TOGETHER WITH 2 F H F U Z Uj 19 P-3763 Lock,Impact,PVC Interlock OUTERFRAME F 0 �>_0 O 20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O 1.8 EE Z!W O W U)r 21 1 P-4069 lKeeper,Impact,PVC Interlock 518" 0 w F-0 W=of>- 22 P-3539 #8 x 314"Square PH Tek,Wht. Fastenal Steel 1 6. J 1 3/4" a d w W 15 23 P-4958 Rotary Lock Interlock 1 5/16• 46 1• 1/1 s" 1511 1/16' `��y��, 24 P-4633 8-32 x 1/2"Barrel Fastener Interlock ` 5• „" , 25 P�952 Keeper,Rotary Lock Interlock 7!} 111 s" SASH MTG.RAIL-1497 �— ;OQ•:��C6NSGQ/� 26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.-1699 ?v t No 53201 "t I HEAD IMPACT HOOK-1999 27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel -��{{II 3!a° 03116' 31167/16' 1 114" 28 GLASS SEE SHEET CARDINAL GLASS '9? STATE OF .k/� 29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O 1s 7 +: • , • WINDOW SYSTEPIS 3•(TYP,) 1900 SW 44TH AVE. 6-MAX.(TYP.) 3'(TYP.) � 1m'1P; _ SEE NOTE 2 4" .(TYP•)�{ 8'MAX.O.C.(TVP.) OCALAWWw. FLORIDA 34474 6'MAX.(TYP.) MAX.O.C. I WWW.CWS.CC I I 4'MAX. INSTALLATION HZOO PVC ANCHOR(TYP.) HORZ.SLIDER MAX.O.C. IMPACT I i I MI � i I (TYP.) IMAX.O.C. Q Z ?� <z (TYP) O X X X Z WHO QFOw 0 z W Z}0 X 3 m Q LL F w z F X x I 1 z zxmQww, p I 0 OF I-z Qx�O_ 0 z-U)ZZFfn D. z 00�-�56- 4 F?LLwzOu_Z -- -- -- -- -- -- F�-!=p— z i i w 00Ofcoowrnw ANCHOR LAYOUT-(FIN) w U)w J ANCHOR LAYOUT-(FLANGE) a =a p O W F a a W�w ul x F a jGpS.y�0 ENS'... i v. No 56201 :'rl Qt STATE OF :`kr` 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/16']S PRESENT. LOAD BEARING SHIMS SHALL BE 1'9 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,SHEET 6. 9/22/2017 4. LL N TA TI N AN H R S BE A E F R PROT C E IT ACO R S O RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR.MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. 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 6. 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 AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: DATE:TEF 10/11/13 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 869 C 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 FMAlAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:25 5 OF 6 SEE TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHE V(9(1'A11LYW/ In\(v'/�I MIN.EDGE DIST. 114'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEPIS SEE TABLE 1SEE TABLE 1 BY OTHERS 1900 SW 44THAVE. SEE TABLE 1 FLORIDA 34474 www. SUBSTRATE BY OTHERS I 114'MAX.SHIM WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BYINSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 HORZ._SLIDER SEALANT BEHIND EE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM Q aZ0 Ll PERIMETER SEALANT Z WUl00 Q H 0 WPERIMETER SEALANT BYINSTALLER w ZOZ D'- I_BY INSTALLER INSIDE AND OUT W Z O 3 _ INSIDE AND OUT INSTALLATION ANCHOR, Z Z S`�Q D_W 0 0 SEE TABLE 1 O O F O Q fr INSTALLATION ANCHOR SEALANT BEHIND SEALANT BEHIND 0 0�t~q z D-P U)d FLANGE BY INSTALLER SEE TABLE 1 FIN BY INSTALLER Z-C'\\ HORIZONTAL SECTION I < ZO Z U.Z 7 0- / n 1 HORIZONTAL SECTION 6 TYPICAL IN ANCHORAGE >_ flow mo— TYPICAL 6 JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F Y b-0 111 LL U)ZTw 0�rnI- a z =Fz W3:0.Z: 1/4'MAX.SHIM D- ~ n' w D- SEALANT BEHIND � FLANBYNSTALLER �%%ORE�T���� �. PERIMETER SEALANT MIN.EMBEDMENT J �' r BY INSTALLER SEE TABLE 1 p No 582{)1 t'P INSIDE AND OUT *' '9; STATE OF .•�U: SUBSTRATE BY OTHERS--/ %OT•a, P•.°��` SEE TABLE 1 MIN.EDGE DIST. ��iFS 1 C F ti S) ONA�• SEE TABLE 1 O VERTICAL SECTION ��'4S� ���� 6 TYPICAL SILL ANCHORAGE 0 X� aTABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMB ENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1/2' 1-1/6" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER z NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1• 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-112' 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318' 718' INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY; DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT!KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" TEF 10/11/13 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG a: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREADINSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116' CWS-869 C -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) 98 WOOD SCREW 1-1/2" 112' SHOWN FOR FLANGE WINDOWS. sDALE' SHEET 12 60F6