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100 N Hampton Ct - BR18-004673 - WINDOW REPLACEMENT0 DEC 4 201, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 Application No: Documented Construction Value: S m-557- ) C30 Job Address: 100 N HAMPTON CT SANFORD, FL 32773 Historic District: Yes No Parcel 1D: 07-20-31-50t3-0000-0010 Residential 9 Commercial Type of Work: New ddition Alteration [I Repair Demo Change of Use Move El Description of WorIt REPLACE 8 WINDOWS W/NON-IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER LMe..-k: n-eI- Phone: 954-7924415x243 Fax: 407-4728380 EMail:.pe=iis@fhaproducts.com Property Owner Information Name LYNCH VIRGINIA L Phone: .3z\ ——'-6;0_4 Street: 100 N HAMPTON CT Resident of property? : OWNER City, State Zip: SANFORD, FL 32773 Contractor Information Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415 Street: 3044 SW 42 ST. Fax: 407-4728380 City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890 Architect/Engineer Information Name: N/A Phone: N/A Street: N/A Fax: N/A City, St, Zip: N/A E-mail: N/A Bonding Company: N/A Mortgage Lender: N/A Address: N/A Address: N/A 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. I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction Ointhisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, algiss, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additionai restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment ofa plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done ' pliance with all a icable laws regulating construction and zoning. Signature of Owner/Agent Date Signature o /Agent Dati Print Owt}e A is QNamePrintContrr/Agent's Name fit= ° re o tc moo. StateorFloridaDateV -State of Floridabati ce O c Q SON' AeJgLIC ` Owner/ Agent is /`- Personally Known to0 ° Contractor/Agent is Personally`} Me or Produced ID Type of ID c`pProduced ID Type of ID 0 q RELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads _ Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: 51F I.15.19 Revised: June 30, 2015 Permit Application SEMINOLE COUNTY MULT/ IUR/SDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,. Seminole County, Winter Springs Date: I hereby name and appoint: Luis C011azo and MawryS Rodriguez an agent of: FL HOME IMPROVEMENT ASSOC. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or 21 The specific permit and application for work located at: 100 N HAMPTON CT, SANFORD, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Wayne T. Burnett State License Number: CGC061890 Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrument was ackno dged before me this _ 3 day of 2C 20 ly by W LAIkA4 c,,kC SnA who isorersonally known to me or who has produced and w ' did (did not) take an oath. ign ure of Notary Paul Norman optPU,Notary Public cKIoStateof,Flo 31101 20 of fly Commission ExpiresCommissionNo. FF 970481 as identification Z; / 1UD //'7 C-1 Print or type Notary name Notary Public - State off Commission No. My Commission Expires: SCPA Parcel View: 07-20-31-506-0000-0010 Page 1 of 2 Property Record Card Parcel: 07-20-31-506-0000-0010 , Owner: LYNCH VIRGINIA L e ccou fntnsY+a Property Address: 100 N HAMPTON CT SANFORD. FL 32773 i Parcel Information -- - _ -` _ I Value Summary i Parcel 07-20-31-506-0000.0010 Owner LYNCH VIRGINIA L Property Address 100 N HAMPTON CT SANFORD. FL 32773 Mailing 1DON HAMPTON CT SANFORD. FL 32773.7316 Subdivision New BRYNHAVEN 1ST RFELAT TaxDWrfct S1-SANFORD DOR Use Code 01SINGLE FAMILY Exemptions 00440MESTEAD(1991) 01 r Ito 1.. f r5 85.27 9`L Seminole County GIS Legal Description LOT 1 BRYNHAVEN 1ST REPLAT PB39PG20821 I Taxes 2018 Working Values 2017 Certified Values Valuation Mathod CostlMarket CdstMtarket Number of Buildings 1 1 Depreclated Bldg Value $105.020 S99,078 Depreciated EXFT Value s3,800 $3,663 Land Value (Marcel) $20,000 $20.000 Ladd Value Ag Just/Mancet Value " 3128,920 $122.741 PMaDlllly Aef Save Our Homes AcQ $48,651 $44,427 Amendment 1 AQ s0 PSG AdJ $0 30 Assessed Value 11179,959 $78.314 Tax Amaad without SOH: $1,549.32 2017 Tex Bp Amount $70136 Tex F01mator Save Our Homes Savbgs: $845.96 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 79,959 W.W0 29.959 Schools 78,959 s25,000 554.959 City Sanford 79.959 50.000 29,959 SJWM(Salnt Johns Water Management) 79.9% 50,000 29,959 County Bonds 79.959 50,000 29.959 Sales Description Date Boo': Page Amount Qualiflad Vac/imp QUIT CLAIM DEED 8/1/1939 23660 Q1$ 10 No Improved CORRECTIVE DEED 8/1/1999 03716 201 100 . No Improved WARRANTY DEED 10/l/1990 022M 2M S90,900 Yes Improved I Find Compstabls Sales nd Method Frontage Daptii Units Units Prfce Land Value LOT 0.00 0.00 1 L20,000.00 $20,000 Building Information Is 8 i d/Bat co e 7 Click Hare, 0 Description Year Bull Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Ad) Value I Repl Vo a Appendages ArluaVEffedhro 1 SINGLE 1990 a 34 1.528 1.966 1,528 SIDING $105.020 6118,000 Desutptlon Area FAMILY GRADE 3 20.t)D http://pareeldetail. sepafl.org/PareelDetaillnfo. aspx?P[D=07203150600000010 12/4/2017 Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #20181y35627 Book:9257 Page:1525; (1 PAGES) RCD: 12/4/2018 10:42:26 AM REC FEE $10.00 INSTRUMENTBUPREBY:NaRPARZAAddrsaaF O IDA HOME IMPR _ E SOM SLNPORT DR. IM01. ORI AND0. FI 92R NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. Parcel ID Number: 07-20-31-506-0000-0010 The undersigned hereby gives notice that Improvement wig be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information b provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) LOT 1 BRYNHAVEN 1ST REPLAT PB 39 PG 20 & 21 100 N HAMPTON CT SANFORD, FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name, LYNCH VIRGINIA L Add; 100 N HAMPTON CT SANFORD, FL 32773 Fee Simple Title Holder (If ether than owner) Name: n/a Addmaft! n/a CONTRACTOR: Name. FLORIDA HOME IMPROVEMENT ASSOC. Address 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: n/a Address: n/a In addition to himself, Owner Designates n/a of To reoelm a oopy of the Uenoee Notice as Provldod In Section 713.13(1)(b), Florida Statutes. Expiration Data of Notice of Commencement (The expiration date Is 1 year from data of recording unless a different data Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE. FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK ORRECORDING UR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I o read the foregoing and that the facts stated In It are true to the b of my knowledge d I VIF Owrw ea Sig eWM ownara Printed Florida Slahft 713.13(i)(g): I Theownermuat sign thenoticeof rommacenwrtand noono elsemay bepetvdasd to slgn In We or heratead. State of T County of Tho foregoing Instrument was acknowledged before mo this day of Y, by ' Who Is personalty known to me' Name of person matdnq Vatamerd OR who has produced Identification typo of Identification produced: Paul Norman .1;9 -- o0„ rP,,\, y Notary Public State of Florida vr sly Commission Expi'tes3/10/2020 Commission No. FF 97MI 1 1 r0RD COPY g City of SanfordV Building and Fire Prevention Product Approval Spec ' i cation Form 16 01,y Permit # # 1 8- 4 6 7 3 SAIVFOJZD 0 Project Location Address 100 N L As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orQ. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors I ON Swinging ED FOR CODE CO ian To RE A Sliding P"Rtill 115 t c THE WORK AND NOT AS Sectional PLANS A IJTI•IORITY TO VIOLATE, CANCEL, i ' ROII U Aglt)E ANY O • OF A PERMIT PREVENT Automatic 1'iaE BUILDING OFFICIAL FROM THF-HLAI- ER Other A TIONS OF THIS CODE 2. Windows Single Hung CWS 8100 SERIES FL4091.1/FL16177.1 Horizontal Slider CWS 8200 SERIES FL4092.2 Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other Junc 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WAYNE T. BURNETT Please Print) June 2014 FHA - DIAGRAM SHEET Florida Nomo-improvom.0wait MEASURE DATE Aa:aooiat a 12/9/2017 CUSTOMER NAME LEAD NUMBER TYPE OF PROPERTY FLOOR No I Roof Height MEASURE TECH 564853 I I I I I I 1 I I I 1 I I I I I 1 I 1 I I 1 I I I I I I I I I 1 I f I I I I I I I I I f 1/4/2018 Florida Building Code Online NONNI .:.... r. rr- - - BCIS Home I Log In User Registration Hot Topic Submit Surcharge Stats n Facts Publications FBC Staff SCIS Site Map Unks Search a b Product ApprovalV;: Dr41 USER: Public User 7..:.^uas •L. Product Approval Menu > Product or Aoolication Seared > Application List > Application Detail FL Jt FL4091-RB 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 lay 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 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung 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 FL4091 R8 COI EvalReoort154F.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/l.S.2/A440-05 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By httD://www.floridabuildino.orG/Dr/Dr aoD dtl.asox7oaram=wGEVXQwtDquzg31%2b4p5faHJ3x%2fpCz8Ew7OMgLld528M%3d 1/3 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung Ltml s of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-154F.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: SH-8100, Max. size 53.125' x 76". Glass complies FL4091 R8 AE EvalReoort154F.odf with ASTM E1300-04. Created by Independent Third Party: Yes 4091.2 SH-8100 SH-8100 Vinyl Single Hung, Non -Impact. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL4091 R8 lI CWS-485C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Tumer 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", FL4091 R8 AE EvaiReoort485C.odf see installation dwgs. for DP. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 4091.3 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 RB tI CWS-442C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", FL4091 R8 AE EvalReoort442C.Ddf DP +67.5/-70 psf. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes 4091.4 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-492C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8' x 72", see FL4091 R8 AE EvalReoort492C Ddf chart on Installation dwgs. for DP. Glass complies with ASTM Created by Independent Third Party: Yes E1300-04. 4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail Limits of Use Installation Instructions Approved for use In HVHZ: No FL4091 R8 ff CWS-293D.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Tumer 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52" x 96", Orlel. Glass complies FL4091 R8 AE EvalReoort2930.odf with ASTM E1300-04. Created by Independent Third Party: Yes Bock 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, eniall 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 hftn•//www.Mridahitildino.oro/or/Dr aoD dll.asox?Daram=wGEVXQwtDouz93l%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 2/3 1/4/2018 Florida Building Code Online 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 personaladdress, 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: w-a% © rCrKi Credit Card Safe htto://www.floridabuildina.oro/or/Dr aDD dll.asox7Daram=wGEVXQwtDquzg3i%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 154F August 28, 2017 Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit size, 54 3/8" x 77 1/4" flange size Manufacturer: Custom Window Systems, Inc. 1900 SW 401 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 outside 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-154F, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-154F, signed and sealed by Lucas A. Tuner, P.E. Installation: Units must be installed according to approval document CWS-154F. Limitations of Use: This product: May be used in the configurations and sizes and with daylight openings as indicated in CWS-154F Achieves design pressures as indicated in comparative analysis table in CWS-154F Is non -impact and requires the use of shutters in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires glass as shown in CWS-154F Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154F Certification of Independence: 1 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. ItI111r11i Lucas V. No 58201 Turner 2017-08-30 15:58+20:00 rO STATE of r 4u WO z Z_ 8/28/20175 Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG - NON -IMPACT SHOWN WDIFFERENT OPTIONS) __. 54 31C MAX OVERALL FLANGE WIDTH 53 1/r MAX UNIT WIDTH 40 15116' GLASS OLD A 77 114 - - MAX OVERALL GE HAM z.. B i 63 5116' MAX OVERALLFLANGE 36 11116-1II w XI IMAX SASHNFIr:NT I 62 1116' 24' MAXSASH 66A----J 46 S116' — GLASS DLO EQUAL SPLIT 54 318' - MAX OVERALL FLANGE WIDTH 53 1f6• MAX UNIT WIDTH 48 15116' GLASS DLO 54 318' MAX OVERALL FLANGE WIDTH 53 116' MAX UNIT WIDTH 45 15116' - GLASS DLO I T-i 33 5116' 69 UY GLASS MAX OLD OVERALL Op1FLANGE y l HEIGHT 68 IN' MAX F-- 46 5116' --' GLASS OLD 60140 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES d ELEVATIONS.....1 OP CHARTS 8 GLAZING DETAIL........2 SECTION VIEWS 6 ALT. FRAME EXTRUSIONS 6 B.O.M...... .................. ANCHOR SCHEDULE 6 NOTES .......... 5 INSTALLATION DETAILS.....................6 33 31E' GLASSDLO 33 5116' GLASS OLD 303116' X 26MAXGLSASH / DLHEIGHT I iLI F---- 46 5116' GLASS OLD 5 HI SASH ORIEL GENERAL NOTES: asy(Ll(!/l/U(i-Ed1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSTOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC). CURRENT EDITION. 19W SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WWW.CWS.CC 3. CONFIGURATIONS: 'OW. 8100 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNGNEGATIVEDESIGNLOADSBASEDON. TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04001f09. NON -IMPACTPOSITIVEDESIGNLOADSBASEDON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-130D-0001109. Z 3 a Z Z w o wS. ANCHORAGE: THE 33 1f3% STRESS INCREASE HAS NOT BEEN USED Z -wINTHEDESIGNOFTHISPRODUCT. SEE SHEET 6 FOR ANCHOR w LL Z O Z IY _ - z O 3 3DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w ANCHOR CALCULATIONS. Z0U Z= m CCw O O OroaUMPL) ya B. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE p Z - U) Z Z y SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION, U) Z OZUO U 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT O F--w2o Z QOZ - y USEDATFIXEDMEETINGRAILANDJAMB. K i j; O wowf-W 6. SERIES f MODEL DESIGNATIONSH-8100. LLOpC Zw0 U) r 3a0:0- tn w0D.x } 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a LU 3 a In X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ol'oORE1v LOCATION. G.,:y1GENgF.. % 11. EXTERNAL WEEPSLOT =1f2' x 2.1/2' LOCATED 4' FROM BOTH ENDS. v : N. 58201 Lucas Turner 2017- 08-30 17: 10+20:00 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EQUAL 53-1/8" x 76" SEE COMPARATIVE ANALYSIS CHART, SHEET 2 NONE 5 HI ORIEL 53-118" x 68-1/4" NONE 60/ 40 ORIEL 53-1/8" x 62-1/16" NONE zz Sn912017 LUCAS A. TURNER, P.E. FL PE 0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTIOW. GENERAL NOTES AND ELEVATIONS AWN BY. DATE: BAT 04/29/08 VG 4: V: CWS- 154 F SHEET 1: 33.33 1 OF 6 Design Pressures (PSF) with Glass Types A, B, C, or D Unit Sash Unit Widths (in.) Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 35 1/2 17 SO/-75 50/-75 50/-75 SO/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 SD/-75 39 1/2 19 50/-75 SO/-75 SO/•75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 41 1/2 20 50/-75 50/-75 50/-75 50/-75 SO/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-73.1 43 1/2 21 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 SO/-75 50/-73.4 50/-70.6 47 1/2 23 50/-75 50/-75 50/-75 50/-75 50/-75 1 +SO/-75 50/-75 50/-75 50/-75 50/-68.9 50/-66.2 S1 1/2 25 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/•75 50/-75 50/•72.7 50/-65.2 50/-62.6 53 1/2 26 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 SO/-75 50 -72 50/-63.6 SO/-61 55 1/2 27 50/-75 50/-75 SO/-75 50/-75 50/•75 50/-75 50/-75 50/-75 50/-69.5 50/-62.1 50/-59.5 59 112 29 50/-75 50/-75 SO/-75 50/-75 50/-75 50/-75 50/-75 50/-75 SO/-66.8 50/-59.5 50/-57 63 1/2 31 50/-75 50/-72.9 50/-72 50/-71.6 50/-71.6 50/-71.6 50/-71.6 50/-71.6 50/-64.6 50/-57.3 50/-54.8 65 1/2 32 50/-73.2 50/-69.1 50/-68 501.67.4 50/-67.3 1 +50/-67.3 50/-67.3 50/-67.3 50/-63.6 50/-56.4 50/-53.9 67 1/2 33 50/-69.8 50/-65.6 50/•64.4 50/-63.7 50/-63.4 50/-63.4 50/-63.4 50/-63.4 50/-62.7 50/-55.5 50/-53 71 1/2 35 50/-64 50/-59.7 50/-58.3 50/-57.3 50/-56.5 50/-56.5 50/-56.5 50/-56.5 50/-56.5 50/-53.9 50/-51.5 74 3/4 36 5/8 SO/-59.9 50/-55.6 50/-54.1 50/-53 50/-51.6 50/-51.7 50/-51.7 50/-51.7 50/-SL7 50/-51.7 76 37 1/4 50/-58.5 50/•54.1 50/•526 501-51.5 50/-50.2 SO/-50 50/-50 50/-50 50/ 50 50/-50 50/-SO 7/8' OVERALL 7/8 OVERALL 7/3' OVERALL 118' ANNEALED Y16' ANNEALED 118. TEMPERED 518' AIRSPACE 1/2' AIRSPACE Y1. AIRSPACE 118' ANNEALED 3176' ANNEALED 1/6' TEMPERED EX 552 OR 4 SIKAFLEX 552 OR PURFECT GLAZE 1P 4 552 OR PURFECTPURFECTGLAZE1fPURFECT GLAZE 1R' GLASS BITE [IL1R' GLASS BITE 12' GLASS BETE t GLASS TYPE A NOTE: IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE. GLASS TYPE B GLASS TYPE C 718. OVERALL 3116' TEMPERED 1R' AIRSPACE Y16' TEMPERED SIIUIFLEX 552 OR PURFECT GLAZE'H' GLASS BITE q D GLASS TYPE D WINDOW SYSTEMS k_-,-I 19DD SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT a i 3 aZ3 OWO NWOO 0 ; OWzmaWiLLI-W3z~;gxOoFoawdwpOOmZar~i1arn Z ZO Z V N Z j U U W Q0Ry0W1NWmZVWOJf_AFaa0Wy0w=y n a WLu 11` OREW v4p9.1J'i. ENSFG,p. No 58201ir p 90; STATE OF :AIL: c,,a O R 10 • 02,• SS ONA ; Ea.`• z 8128/2017 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 5HEET0ESCWTt0W. COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY: DATE: BAT 04/29/08 w 9. - CWS-154 F SHEET 1:1 2 OF 6 nagommWINDOWSYSTEMSINTERIOR 1900 SW 44TH AVE. OCALA. FLORIDA 34474 T WWW.CWS.CC 8100 PVC 0 SINGLE HUNG NON -IMPACT 0 aZ3086WJarWrWXwZOOZM= Oz Uola WOO SECTION B-B Orn ia v aZ—> ZF7d1 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. OF Z " 20 O - ZOFpxO — co L'.cr W fA WLLf/1W 0 cnz=D. 1l 9 O—m W~0 W=y 40 F a K3DW 1 5 7 INTERIOR puupgrREW E NrG 4.. No SS201 '9 Z STATE OF :W SS70NAL ENO. 54 6 69 zz 8/ 2812017 LUCAS A. TURNER, P.E. to- FL PE N 58201 1239 JABARA AVE. 0 NORTH PORT, FL 34288 4 PH. 941-380-1574 SECTION SHEET O awn ALTERNATE FIN FRAME SECTION A -A SECTION VIEWS DRAWN BY. DATE: BAT 04/29/08 ' CWS- 154 F NOTE: ITEMS NOT SHOWN FOR CLARITY: SHEET 20.23. 25.26. 31. 36, 37, 44, 51-52, 55-56, 64, 67.68 1: 2 3 OF 6 PARTS LIST FRAME CORNER 3118' '{ CONSTRUCTIONI 9 11576' 23116' a 1 t yg' INS" 39116' i116 M k L tile' tlt6' L CORNER WELD ALL SIDES) I PVC SASH BTM. RAIL PVC SASH MTG. RAIL 1:8 F--1'- H-6028 H-6027 t PVC FRAME FIN H-6026 1112 - I 3 1/8 —" I 1 116 i 5 1.IL— t 2 I 1 FIXED MEETING RAIL t118 SCREWED TOGETHER WITH 3 2 11e' OVTERFRAME 4 1 5!6' t:e 21ut6' fl1I t v1G• I U t11e• PVC SASH SIDE RAIL FIXED MTG. RAIL H-6004 H-1836 PVC FRAME FLANGE H-6031 1 tl8' t tom' 1 Srt6 t1Z _® t9 1311Et 19t116• L tltEL1115 PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP S-6014 S-6013 S-6029 3f4• I I Y16 114'"-'j'"- 1' 9 718' 1 L 1I1G T 1116' L_ t REINF. SASH MTG. RAIL REINF. SBR/SSR t H-1497 5-1498 PVC GLAZING BEAD S 084 12' Site. 3116 T- r -3' - I 1 0Try 1 yI18 v1e SCREW SUPPORT J-- P-3113 PVC FIXED RAIL COVER ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. S 6063 JQ l ]///C\` gagLWIINLYLDOWSYSTEMS 190D SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC REM PART DESCRIPTION VENDOR MATERIAL 1 H1 11 Main Fr., SH, W1FIg., PVC, Heed Mikron Vinyl 2 H-6031 Main Fr.. SH, w/Fig., PVC. SM Mikron Vinyl 3 H-6031 Main Fr., SH, wfFlg., PVC. L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, W/Flg., PVC. R. Jb. Mlkron Vinyl 5 H-1836 Meet. Rail, Fxd. K0 mark Alum 8 PVC SINGLE HUNG NON -IMPACT 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H 004 Sash Slde/Top/Bot. Rail Mikron Vinyl 13 S-1498 ReinL S.B.R./S.S.R Ke merk Alum 14 S-6064 Glz. Bd., 7/8-,Fxd., Horiz. Mikron Vinyl 15 S-6084 Glz. Bd., 7/8 .Fxd.. Vert. Mikron Vinyl i= WO OQ 0z r FFr D. 0. O w 0 a t- 0 0LuZOZK = Z t_ QN Y0it (03z O r O a¢ w O OUrAi- Z D• I- y o. Z- W Z F O r11 O z O rn z 7 U - r Z ii 2 Z 0 w 0a3OWLDXOiQyrrNY O FZDLu0w0) w w P K W W yaa 16 S-6DS4 Glz. Bd., 7/8',Sash, Horiz. Mikron Vinyl 17 S•6064 Glz. Bd., 7/8'.Sash, Vert. Mikron Vinyl 18 S-6013 Scm. Adapt., w/Nib, PVC, Hertz. Mikron Vinyl 19 S 6014 Scm. Adapt., PVC, Vert. Mikon Vinyl 20 S-6029 Sash Stop/ Filler, PVC, Vert. Mikron Vinyl 24 P-2190 Balance BSI 25 P31)59 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P37B3 Lotk, Impact. PVC Interlock 28 PA069 Keeper, Impact, PVC Interlock Zamac 30 P- 479 Weep Cofer tY/ Flap Gaer Plastic 32 P3429 Wstp., 0.270 x .t87 back FlrtSset, Gray Ultrafab 33 P-3429 Wstp•. 0.270 x .187 back FlnSeal, Gray Ultmlab 34 P3429 Wslp., 0.270 x .187 back FinSeal, Gray_Uilrafab NORE WP •• RE v(, p? GE NSF' Q2 No 58201 : -P t b: 0 0;•• STATE OF :10 1p'••......... x . s1 E . r ONAU t Yrrrrririttt ZZ 8R8/2017 35 P3429 Wslp., 0.270 x .187 back FinSeal, Gray Ultrelab 36 P3429 Wslp., 0.270 x .187 Deck FinSeal, Gray Ullrafab 37 P4638 08 x 2.112 PH Mod. Truss Type A. Tek 2 Ajax Steel 38 P-3768 98 x 0.625 Ph PH SMS Hub City Steel 39 P40.51 W N8 x 1.250 Ph FH TEK, Will. Hub City Steel 40 P-4264 8 x 3/4 FH PH w/q8 Head. TEK, Wht Hub City Steel 44 P3342 Seam Sealer, SM-5504 Schnee 45 P3752 Cap Plug, 1/2' Hole M&M Nylon 46 P-W8 Sike6ex 552 or Purfect Glaze'W Slka/Ftenkel 48 P3352 Sol. Blk., 85 Dur.. 1/8' x 518' x 2' Lg. F. Lowe Rubber 51 P3881 Temporary Lbl. (NFRGOP) 52 P3813 CWS Lbl. (logo) Pro Label 53 Glass, Fixed (See Street 3) 54 Glass. Sash (See Sheet 3)14 55 P3281 Spacer see sheet 3) Ouraseal 56 P-3281 Spacer (see sheet 3) Duraseal LUCAS A. TURNER, P.E. FL PE q 58201 1 JABARA AVE. NORTTHHPORT, 4288 94 - i 574 82 P32t8 Screen Frame, Horiz. Allmetal Alum 63 P3218 Screen frame, Vert. AOmetal Alum 64 P3321 Screen Frame Comer KeyAllmetal Plastic 65 P-3581 Screen Cloth. 18 x 16 Fiberglass Betteme FiberglassPH, 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl DESCRIPTION. sTBOM AND EXTRUSIONS 67 P3029 Screen Pull Tab Summit Alum 68 P3033 Screen Spring, SS FL Screen SS 69 H4026 Main Fr., SH, w/Fin., PVC Mikron Vinyl 70 P3113 Screw Support for PVC T. Plastics Nylon DRAWN BY. BAT DATE: 04/ 29/08 71S,6063 Fixed Rail Cover Mikron Vinyl LINE 6- 7, NOT USED: NOTE: 29, 31, 41 d3, 47, 49 50. 57.6t ALL EXTRUSIONS und rr. CWS- 154 F ITEMS 1 t, 21-23, t:B SHEET 4 OF 6 WINDOW SYSTEMS L-----1 14_MAX O.C. (TYP.) 4' MAX (TYP) C MAX O.C. (TYP.) AVE. CAA. FLORIDA 34474 I- 6- MAX(TYP.) SEE NOTE 2 4MAX- SEE NOTE 6- MAX WWW. CWS.CC ' MP) r 81 PVC SINGLE HUNG JL NON -IMPACTMAXO.C. O TYP.) Q Zz 3 ¢ z o tn W H < W1LMAX O. C. TYP.)INSTALLATIONTHRU FRAME ANCHOR ANCHORS TYP W O Z Z 0 zlL _ — L- 3 MEETING RAIL ATFIXEDMEETINGRAILCENTERLINELFa- W 1-- 3: 2 Z TYP.) r JJ0OZME¢ W O Or0 0- O(L Uy0 - :c 4' (TYP) D. Z j—ZFDN_ 4- (TYP) I V I X Q p?V2Zo u.z OF Q 3OF2zIINSTALLATIONANCHORS TYP. A 0 O } 3: O2 ifILI I y( 1) OW U)W NWO(nI— D. ll Ow= y WHa _ L Q3am ANCHORLAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) W' lG,, y GENSF..' Qy No58201vsa Z9 , STATE OF : Ma; SRO NA1.....••`: NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. f 8/28n017 3. ANCHOR TYPE. SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE1, SHEET 6. 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 9 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 PH. 941-380-1- 1574 SPECIFIED IN TABLE1. SHEET 6. XFEf OE R T 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 - 1X BUCKS ARE ANCHOR SCHEDULE ANC OPTIONAL. NOTES 7. A MINIMUM CENTER - TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL. RA eY: 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 04/29/08 URG : v: SUBSTRATES SHALL MEET THEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLEI, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-154 F SHEET FNWAAMA 100(FIN WINDOWS). FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMAMAAMANVDMA 300(EXTERIOR DOORS) 125 5OF6 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT — BYINSTALLER INSIDE ANDOUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND - FLANGE BY INSTALLER PERIMETER SEALANT— BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEETABLE 1 1/4' MAX. SHIM MIN. EDGE DIST. SEE TABLE 1 MIN. EM13EOMENT SEE TABLE I rSUBSTRATEIBYOTHERS 1/4- MAX SHIM I SEE TABLE I Lr MIN. EDGE DIST. SEE TABLE I INSTALLATION ANCHOR SEE TABLE 1 INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CON 1.118- GE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116- ITLN TAPCON 1' FLANGE FLANGE GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1.1/4' 2-1/2' FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116' ITW TAPCON OR ELCO ULTRACON 1.3/a- 7/8- FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 1110 WOOD SCREW 1.3/8' 7/8- FLANGE 16 GAUGE (D.060-) MIN. STEEL STUD 33 KSI YIELD MIN) B10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/16' FLANGE 1/5- ALUM. (6063-T5 MIN.) OR 1/8' STEEL (33 KSI MIN.) 810 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.12Y 7/16- FIN 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-1/2• 1/2- WINDOW SYSTEMS L MIN. EDGE DIST. SUBSTRFATE 1900 SW 44TH AVE. SEE TABLE 1 BYOTHERS SEE TABLE 1 OCALA, FLORIDA 34474 - 114• MAX SHIM WWW.CWS.CC 8100 PVC I SINGLE HUNG SEE TABLE I NON -IMPACT Q ZLiLQZ3PERIMETERSEALANTZwOaFW wBYINSTALLERwZOZccINSIDEANDOUToQ" 3 Z>Z o z 3 m INSTALLATION ANCHOR Z Z= E 6 K W p =QSEETABLETOOr0Li¢=FCC SEALANT BEHIND V V y N- d F rn LL FIN BY INSTALLER ZOZ O Z V r/j Z 7 V yR.ONTAL SECTION Q p- LL E O O LLZ 8TYPICALFINANCHORAGE } 3QQ O w 2 M O- HEADANDSILLSIMILARFORFININSTALLATIONC } 3 ZO ui Z( AwNO_tN/lHo FIL a uj3wN rI1PERIMETER SEALANT BYINSTALLER INSIDE AND OUT HORIZONTAL SECTION 8 BOX FRAME INSTALLATION SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: PAIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. YZ 8/ 2812017 LUCAS A. TURNER, P.E. FL PE k 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-3BO-1574 INSTALLATION DETAILS BAT VON: 04/ 29/08 V: CWS- 154 F SHEET 12 6OF6 1/4/2018 Florida Building Cade Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats L Facts I Pubilcalions I FBC Stall I BCIS Site Map I Unks I Search Florida 1" Product Approval iRv M USER: Public User v, 4c 1l.•lr1 Product Approval Menu > Product or Annlicatlon search Application List > Application Detail FL # FL4092-RB Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Emall Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 245 kpine@cws. cc Kevin Pine kpine@cws. cc lay Lathrop 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws. cc Quality Assurance Representative Arturo Monteverde Address/ Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352) 368-6922 Ext221 amonteverde@cws. cc Category windows Subcategory Horizontal Slider Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE- 58201 Keystone Certifications, Inc. 07/ 21/2020 Steven M. Urich, PE I Validation Checklist - Hardcopy Received Fi 4092 R8 COI EvalReoort223E Ddf Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/ WDMA/CSA 101/I.S.2/A440-08 2008 PA TAS 202 1994 http:/ Avww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 4092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FLA092 R8 II CWS-340E.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092 R8 AE EvalReoort340E.odf 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. 4092.2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R8 II CWS-223E.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalReoort223E.odf DP 40 PSF. Glass conforms to ASTM E3300-04. Created by Independent Third Party: Yes 4092.3 HS-8200 HS-8200 PVC Horizontal Slider, OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4092 R8 11 CWS-486C.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". FL4092 R8 AE EvalReoort486C.odf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. Back Nerct 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 publlc-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 650.487.1395. Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 bS . Product Approval Accepts: rn © t"Cr•cl M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%21 4g5faOOzM2M4GTnBAwwDnjlGdiog/o3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report— CWS-223E September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 72" x 72" unit size XO or OX Manufacturer: Custom Window Systems, Inc. 1900 SW 441h 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 61h Edition (2017) Florida Building Code outside 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-223E, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3870-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/1.S.2/A440-08 4) Supplemental Calculations to support CWS-223E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-223E. Limitations of Use: This product: May be used in OX or XO configuration in sizes up to 72" x 72" unit size, with max. glass daylight widths as shown in CWS-223E Achieves design pressures as indicated in comparative analysis tables in CWS-223E Is non -impact and requires the use of shutters May not be used in the High Velocity Hurricane Zone Requires glazing as shown in CWS-223E Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-223E 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. tunrrrnf' PNOREbb c r.isF z Lucas No 5E32,01 •. Turner 9/07/2017 Lucas A. Turner P.E. 2017-09-16 STATE of FL PE #58201 09:23+20:00 o a IQP• ',, SS,O A HORIZONTAL SLIDER -IVON-IMPACT 73 FLHE TABLE OF CONTENTS GENERAL NOTES d ELEVATIONS.....1 DP CHART 6 GLAZING DETAILS ....... 2 SECTION VIEWS d ALT. FRAME EXTRUSIONS 6 B.O.M........................4 ANCHOR SCHEDULE d NOTES .......... 5 INSTALLATION DETAILS.....................6 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: -OX'.'XO-. 4. DESIGN PRESSURE RATING (SEE SHEET 2y. NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION HS-0200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 - FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN ASIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 114' x 1' LOCATED 4' FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING SEE COMPARATIVE ANALYSIS 72" x 72" NONECHART, SHEET 2 Lucas Turner 2017-09-16 07:28+20:00 WINDOW SYSTEMS a 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CW S.CC 8200 PVC HORZ. SLIDER NON -IMPACT Q H Z aZ3 O 90 WOO w z0i a ZU aN;>Oac3m Z zxm< w00mOOHO Z-V1ZZFly 0ZUojZnV- OfuQ o Z i Z OOC(rAOWf//W a Zia O 0n - ta=?} a. w1=-0C W ? ,d,, yF- d M 4p?'.......... 0 EniSF- v: No 58201 '•p 0: STATE OF :I 6SSlONA%. N%% X 9/07/2017 LUCAS A. TURNER. P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 09/12107 CWS-223 E SHEET 1:14.29 1 OFIS Equal Split OXor XO Design Pressures (PSF) UNl Height In.) Glass Type Unit Width (In.) 351/2 391/2 431/2 471/2 S11/2 1 551/2 591/2 631/2 1 671/2 72 A 60.0/•60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 S8.6/-58.6 5L4/•S1.4 1 45.5/•45.5 40.0/-40.0351/2 B.C.D 60.0/•60.0 60.0/-60.0 60.0 •60.0 60.0/•60.0 60.0/-60.0 60.0/-60.0 58.6/•58.6 5L4/•51.4 45.5/-45.5 40.0/-40.0 A 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0 -60.0 60.0/-60.0 60.0/•60.0 58.6/-58.6 5L4/-51.4 45.5/-45.5 40.0/-40.039t/2 B. C. D 60.0/-60.0 460.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 5S.6/-58.6 5L4/-51.4 45.5/•45.5 40.0/-40.0 A 60.0/-60.0 460.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/ -60.0 60.0/-60.0 58.6/•58.6 SL4/•51.4 45.5/•45.5 40.0/-40.043112 B.C.D 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 5L4/-51.4 45.5/-45.5 440.0/-40.0 A 60.0 / -60.0 60.0 -6D.0 60.0 / -60.0 60.0 -60.0 60.0 / -60.0 60.0 / -60.0 58.6 / •S8.6 SL4 / .51.4 45.5 / -45.5 40.0 / •40.04712 B,C.D 60.0/•60.0 60.0/-60.0 60.0/•60.0 60.0/-60.0 60.0/-60.0 W.0/-60.0 58.6/•58.6 51.4/-51.4 45.5/-45.5 40.0/-40.0 A 60.0I.60.0 60.0/ -60.0 60.0/•60.0 60.0/-60.0 60.0/-60.0 60.0/ -60.0 58.6/-S8.6 514/-51.4 455/•45.5 1 +40.0/-40.05112S.C.D 60.0/•60.0 50.0/•60.0 60.0/-60.0 60.D/•60.0 60.0/•60.0 60.0/-60.0 58.6/-58.6 SL4/-5L4 445.5/•45.5 40.0/-40.0 A 60.0/-60.0 60.0/-60.0 1 +60.0/•60.0 W.0/-60.0 60.O/-60.0 60.0/-60.0 S8.6/•58.6 51.4/•SL4 45.5/-45.5 40.0/•40.0551/2 B,C.D 60.0/-60.0 460.0/-60.0 60.0/-60.0 60.0/-60.0 460.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4 45.5/•45.5 40.0/-40.0 A 6D.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 460.0/-60.0 58.6/-58.6 51.4/-51.4 45.5/-45.5 40.0/•40LO5912 B. C. D 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 460.0/-60.0 60.0/•60.0 58.6/-%6 51.4/•51.4 45.5/-45.5 40.0/-40.0 A 60.0 / -60.0 6MO / -60.0 60.0 / •60.0 60.0 / .60.0 55.8 / -55.8 54.8 / -54.8 53.8 / •53.8 51.4 / -51.4 45.5 / -45.5 40.0 / -40.0631/2 S,C,D 60.0/-60.0 60.0/•60.0 6D.0/-60.0 460.0/-60.0 59.7/-S9.7 56.5/-56.5 53.8/-53.8 51.4/-51.4 45.5/-45.5 40.0/-40LO A 60.0/-60.0 60.0/-60.0 60.0/-60.0 56.6/-56.6 51.8/-51.8 50.2/-50.2 49.7/-49.7 47.4/•47.4 45.5/-45.5 40.0/•40.0 67112 B.C.D 60.0/•60.0 60.0/•60.0 60.0/-60.0 5&9/•58.9 55,3/-55.3 52.3/-52.3 449.7/-49.7 47.4/-47.4 45.5/-45.5 440.0/-40.0 A 60.0/-60.0 60.0/-60.0 58.5/-58.5 54.2/-54.2 48.4/-48.4 45.9/•45.9 45.6/•45.6 43.6/-43.6 41.8/-42.8 0 72 B,C,D 60.0/•60.0 60.0/•60.0 58.5/•5&5 54.5/-54.5 51.11.51.1 48.2/•4&2 45.8/-45.8 43.6/-43.6 41.8/-41.8 40.0/-40.0 71B' OVERALL 116' ANNEALED SIB' AIRSPACE 11S ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H' 7 GLASS SITE GLASS TYPE A NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER S12E 71S OVERALL 3116' ANNEALED Mr AIRSPACE 3116' ANNEALED SIKAFLIX 552 OR PURFECT GLAZE'W 12' GLASS BITE GLASS TYPE B 718' OVERALL 116' TEMPERED W AIRSPACE 11e' TEMPERED 4 SIKAFlIX 552 ORnnPURFECTGLAZE'H' 1/2' GLASS BITE U GLASS TYPE C 71B. OVERALL 3116' TEMPERED 112r AIRSPACE 3MS' TEMPERED SIKAFLEX 552 OR 5% PURFECT GLAZE W GLASS TYPE D WINDOW SYSTEMS L--.-J 1900 SW 44TH AVE. OCALA• FLORIDA 34474 wWw.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT z 3 aZ3Qcn01 O ZV01Z}w zwO2azwp0 OOLj¢ r-D: r,y a rna CL ZZ Min z?LLW007Oz IO 00 '"Z iaN0WInI, 00 wF0 yam>' o: 3 wrna purrrrrp y+fJ gF LOREty •p. 4p T ' y.•. No 58201 '' P 07 1 STATE OF .: JJ 0'.FS< z 2-' BITE 9/07/ 2017 LUCAS A. TURNER, P.E. FL PE 1$ 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380- 1574 SHEET 1 N: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN BY- DATE: ADE 09/12107 CWS223 E SHEET 1:1 2 OF 6 mINTERIORWINDOW575mMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 141 1 5 4 9 6 7 1 WWW.CWS.CC 8200 PVC n HORZ. SLIDER NON -IMPACT a a w z 3 <Zppw0QwpdDo z o= W-zt amp>O m Z 1 i 1 1 11 O ZNyZ ZFNy1 '1`J° 1 p Q— O SECTION VIEW B-B 3 p w F? O U U Z Uf NOTE: FIXED LITE AT HEAD p cc cc > O N Op w FANDSILLISSIMILAR. z rn w V 0. Ir V) 0RE W7 No 58201 .,P O: STATE OF :W INTERIOR SS ONA 4 e 9/07/2017 1e O LUCAS A. TURNER. P.E. 3n U 1 o PE A 58201 0 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941.380-1574 1SKEEY DESCRIPTIOM. O SECTION VIEW C-C 1 IIII v ALTERNATE FIN FRAME DRAWN BY: DATE: SECTION VIEW A -A AIDE 09112/07 w 7. CWS-223 E NOTE: ITEMS NOT SHOWN FOR CLARITY: 1:2 SHEET 3 OF 6 22, 30-31 X. 2 31 PVC FRAME FIN H-6026 z11s- r 4 ye• t/16' PVC SASH MTG. RAIL H-6027 1 11a' a 1 ye• L PVC SASH TOP/BTM RAIL H-6004 j 1 1S1,6'-i sro' IF4 1116' PVC SASH SIDE RAIL H•6028 1 1R- 2 2 Ila•m-1/16' FIXED MTG RAIL H-1836 CORNER CONSTRUCTION CORNER WELD ALL SIDES) it 1-- = m- FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:6 timer Key Allmetal I Nylon 1 114 7116' L 1/16• ROLLER TRACK S-1776 1 t/e' tR• I I L I L-tI1C HORZ SCRN ADAPTOR 8•6013 1 Ila' y16' 1 1 1116• VERT SCRN ADAPTOR S-6014 314• 116'-1 L r 7 t/t6' REINF. SBR/SSR S-1498 sm. —1 7` t S L Vt6' REINF. SASH MTG. RAIL S-1497 I Die.. ilk. 155 Die.. B01. Daps Summit is Fla.Spring PVC Team Plastic Rubber Mikron PVC Bl16' 40 14' r L Ills- PVC FIXED RAIL COVER PVC GLAZESEAD S-6063 S-6064 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063•T6 UNLESS OTHERWISE NOTED. 17.31.32 19D0 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CW S.CC 8200 PVC HORZ. SLIDER NON -IMPACT z11ii113 az3 Z WJ0 1wo , ZOZ ~ o FW3r0 3= zx q¢woo U UmO,-Z Fx-MM0Z-j ZF f/1ZozuwZO- F-, 2 O o w Zr §3ow-xo- z O"¢rrn0wvlw m Z y a O J 0 O co m w=N a r a ¢3a 100 VADREW T No 56201P O': STATE OF :ll/C FS ;OR,... 14,18ON.. E%% 9/07/2017 6. LUCAS A. TURNER, P.E. T-j FL PE # 58201 1239 JABARA AVE. rC B NORTH PORT, FL 34288 SCREW SUPPORT PH. 941.380.1574 P-3113 SKEET 13MRIPTI BOM AND EXTRUSIONS ADE 09/12/07 rGr REv: CWS-223 I E SHEET 12 40F6 ANCF TYP. 6' w 6' w 20, TYF 3' MAX 3' MAX e- MA7 Tyl ANCHOR LAYOUT - (FIN) TE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1116' 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 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH ACORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 6. 1900 SW 44TH AVE OCALA. FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT z 3 NazoDw0 ¢woo o zwzozYO;marw3Z3xZzzxiaw00 N 2 OU Ot/i n NU Y Q3Q wOSOZCccY'_ Z uj Oc(Yr10Wf/7WZUIWOV)F- a wolm r a x'n 0 140RE PS CEiisFGRti•: J. • No 58201•i1 STATE OF •: 41 zz- 9/07/2017 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 S. 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 - 1X BUCKS ARE I ANCHOR SCHEDULE AND OPTIONAL. • NOTES 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3- FOR MASONRY, 1' FOR WOOD AND METAL. Crow Y: DAY : 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. AIDE 09/12/07 Dw 0: V 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMAIAAMAANDMA 300(EXTERIOR DOORS) CWS-223 E 120 SHEET 50F6 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE t SUBSTRATE BY OTHERS 1--—MIN. EDGE DIST. SEE TABLE 1 t1a' MAX SHIM— SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE t MIN. EDGE DIST. MIN. EMBEDMENT SEETABLE 1 PERIMETER SEALANT BY INSTALLER SEE TABLE 1 INSTALLATION ANCHOR — — INSIDE AND OUT SEE TABLE t SEALANT BEHIND O FLANGE BY INSTALLER 111' MAX SHIM U ItI PERIMETER SEALANT c BYINSTALLER INSIDE AND OUTESEALANTBEHIND INSTALLATION ANCHOR FLANGE BY INSTALLER SEE TABLE t g HORIZONTAL SECTION 8 TYPCAL JAMB ANCHORAGE 1n1 9 114• MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT VIA MIN. EMBIEDME BY INSTALLER " I SEE TABLE 1 INSIDE ANDOUT SUBSTRATE BY OTHERS SEE TABLE I MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE NGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 311E RW TAPCON 1' FLANGE FLANGE GROUT -FILLED CMU (ASTM C-90) 311E ELCO ULTRACON 1-1/4' 2-1/2' FLANGE 2X MIN. SOUTHERN PINE (G=0.55) O E R ELC TOULTRACTRACONO 1.318' 7/8' FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 1110 WOOD SCREW 718' FLANGE 16 GAUGE (0.060•) MIN. STEEL STUD 33 KSI YIELD MIN) 010.16 HILTI KW IK-FLEX OR ITW TEKS SELF-ORBJ-PEG SCREW FULL THREAO THRU 0.060' 711E FLANGE 1/B. ALUM. (6063-T5 MIN.) OR 118- STEEL (33 KSI MIN.) 410 GRADE 5 SELF-TAPPWG / DRILLING SCREW FULL THREAD THRU 0.125' 711E FIN 2X MIN. SOUTHERN PINE (G=0.55) 118 WOOD SCREW 1-112' 112' PERIMETER SEALANT BY INSTALLER INCIfIF ANT) VAIT MIN. EDGE 01STJ SUBSTRATE SEE TABLE 1 BY OTHERS 1800 SW 44TH AVE. SEE TABLE t OCALA, FLORIDA 34474 1/4' MAX SHIM F WWW.CWS.CC 8200 PVCAvHORZ. SLIDER EDSEE NON -IMPACTTABBLESEETAI DPERIMETER SEALANT Q Z 3: QZ3: W J a r 7. W3BYINSTALLER INSIDE AND OUT wO z O Z pe — t_ Q Vl 3> O C!; m INSTALLATION ANCHOR tLZ Z= 2<~ w SEE TABLET 0 o_ O OLj=jf(r SEALANT BEHIND FIN BY INSTALLER U pZ UUII-ZaHyaU) (!1Z — ZOOaVj 0— C HORIZONTAL SECTION u 2 O= 4 ZO— QQETYPICALFINANCHORAGE HEAD AND SILL SIMILAR FOR FININSTALLATION Ir H gQ 00F a' K } > O 200m>. Z=a It02(0) C 0 ua= immaLu7'n GENg61 No 58201 •: P 9 • STATE OF ?LU ry—I ss Noy, 4„BONAIts\ E,N HORIZONTAL SECTION 8 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UPTO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCTANCHORAGE IS INACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. z 9/07/2017 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-38D-1574 INSTALLATION DETAILS I AIDE I 09M2107 FG r. EV.: CWS-223 I E ALE: SHEET 1:2 6 OF 6 Florida Building Code Online Page l of 2 I U Prosinessfessional) o BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge Stats 6 FaCtS Publications I FBC stall I SCIS Sete Map I Links I Search I da 1 Product ApprovaldopraI'b USlR: Publ¢ User ya Product Approval Menu > Product or Application Search > Aoollcation Lisl > Application Detail FL X L16177-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 Ext245 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 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung 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. Urlch, PE Qi Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/ WDMA/CSA/ 101/ 1. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA TAS 2011202/203 Year 2008 2005 2009 1994 http://www.floridabui ldi ng.org/pr/pr_app_dtl.aspx?param=wGE VXQwiDgvyf4ngAXh 10... 12/ 14/2017 Florida Building Code Online Page 2 of 2 C Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL ii Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. L mi of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 11 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 EvalReoort812C.Ddf Safety glazing required on outer lite above 30 ft. In HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. each Hoat fns Inc :: Mill Blair Stone Road TAllah-see FL 72399 Phone: B The State of Florida Is an ANEEO employer. coovrleht 2007.2013 State of Florfda.:: Privacy Statement :: Pcce«bully 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 350.487.1395. "Pursuant toSection455.275(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 click here Product Approval Accepts: mW-1M -3M Credit Card Sale http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 812C August 29, 2017 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`s Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements ofFAC 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-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1 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/O5, 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. 16-1117.021 Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101 11 have evaluated the materials in these NOAs and find that they comply with the requirements ofthe 6's 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. tr+rrrr rrPt40REWT 4i Lucasy No 58201 ••:i Turner 2017-08-30 16:11 13=: STATE OF : W l20:00 0'` s:`,` 0'.S A Lucas A. Turner, P.E. FL PE #58201 6Y MAX OVERALL 1 FLANGE HIEIGHT B 5134MAX UNITHEIGHT 53 1/8• MAX. OVERALL FLANGE 51 7/8' MAX. UNIT WIDTF 4711/16' GLASS OLO- A- O I I B 251311 GLASSDLO 30 3118• I I I 1 MAX 20 718• GLASS HEIGHT Y OLO B 8 I I C I e A 45 ills* GLASS OLD 48 3/e' MAX SASH MOTH TABLE OF CONTENTS GENERAL NOTES.. ELEVATIONS..... GLAZING DETAIL................................2 SECTION VIEWS ... ..... .......................3 EXTRUSIONS 3 S.O.M. ................. . .... 4 ANCHOR SCHEDULE 6 NOTES INSTALLATION DETAILS ....................6 GENERAL NOTES: 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 19M SW -TH AVE- IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED OCALA. FLORIDA 34474 IN ASTM E 1796 PER THE FBC. VWVW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: 'OW. SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACTNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER OINFILTRATIONTESTPRESSUREANDGLASSTABLESran0oASTME-1300-0401109. w w a w 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED zOz fY_F a w i ° 3 3INTHEDESIGNOFTHISPRODUCT. SEE SHEET FOR ANCHOR Z = imm DETAILS. WINDLOAD DURATION FACTOR Cd=1.SWAS USED FOR WOOD CALCULATIONS. 0 U N 0 a H rn at; ANCHOR Z- ZF-Dw 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE F z U w z O a 0 NOT REQUIRED. O Z ? 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT O O IC N o wZUSEDATFIXEDMEETINGRAILANDJAMB. rx N a Oa, O y O 8. SERIES I MODEL DESIGNATION SH-0100. O w 0 a]:yFaui$ wa 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X e OPERABLE SASH, 0 - FOXED SASH 0 ORE W 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR GE .... pP: 1 SF •,W LOCATION. No SB201:9 11. EXTERNAL WEEP SLOT- 1/4' x 1-1/4' LOCATED 4' FROM BOTH ENDS. i DESIGN PRESSURE MAX. UNIT SIZE RATING IMPACT RATING 51-7/8" x 61-3/4" 70 PSF LARGE MISSILE IMPACT LucasTume r 2017-09-22 13:36-04:00 rZ 9/2212017 LUCAS A. TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380.1574 MET OESCALPTION. GENERAL NOTESAND ELEVATIONS u . BAT 06/18/12 o CWS-812 C ALE SHEET 1:15 1 OF 6 Qmmms 19W SW 44TH AVE. OCALA. FLORIDA 34474 www.CwS.CC 8100 PVC SINGLE HUNG IMPACT Z 3 4Zoµµ++oioizF?W o33= Tnr OVERALL INSULATED GLASS 7/r OVERALL INSULATED GLASS ZO p W O Otj VC ANNEALED OR TEMPERED 11C ANNEALED OR TEMPERED O y y Z <L y aZ = 7 V1 7/16• AIRSPACE 7118' AIRSPACE F? V y Z O LL VOFTO=OZ N16' LAMINATED GLASS Nib' LAMINATED GLASS co 7 3 O U5 11S ANNEALED 1lr ANNEALED O y W y O J y Ju 090' PVB INTERLAYER BY DUPONT .09V PVB INTERLAYER BY DUPONT w = 0 K O i ) 0 Wt'K W=may W ANNEALED i/C ANNEALED tL K 3 a OUANEX DURASEAL OUANEX OURASEAL SPACER ttttttttinq K3 4 PURFECi GLAZE X OR SIKAFLEX 552 ,"%' 4 PURFECT GLAZEpTLORE WNOR61KAFLEX552vim; •1G E NSF•.?yam No5820114 V2• GLASS BITE 1 1/2' GLASS BITE + 4E 59: STATE OF 'WS ASS/ O R I NA tttttt FIXED LITE SASH LITE 912212 LUCAS A. TURNER, P.E. FL PE R 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941a80.1574 MEET DESCRIPTION: GLAZING DETAILS DRAWN BAT 06/18/12 CWS- 812 C SETTING BLOCKS P FBC 241 .3.3.1 SHEET 1: 1 2 OF 6 2simmINTERIOR 19W SW MTH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC t 13 t 8100 PVC M4 SINGLE HUNG IMPACT 0 IN z 3 <yZo 1 pw0 6r2pi u O-- mayIRw30y32x 1 19 4 SECTION B-B O O O VQ= ORZyv~iZH jy NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, O-w2oowzP - aL o p "ziQO - RIGHT SIDE SHOWS SASH SECTION VIEW. F Z vi OOKy13Lu(n it 14 O a z0yo1 wH Wxy a cc a e EW t INTERIOR 4p°,.GENg GAP,` ;' No 58201 13% STATE OF :14 1101" A%- , ON% i46 9122/2017 LUCAS A. TURNER, P.E. FL PE B 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCA PTION: SECTION VIEWS SECTION A A billwk By. BAT DATE: 08/18/12 REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C SHEET20. 25-26. 36-37. 44, 5142. 55-56. 64. 67-68 1:2 30F6 21 X X LINE ITEMS NOT USED: 5, 7, 11, 15.17, 21-22, 29, 31, 33-36, 41.43, 46, 4950, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 7n• --y tu,a•}I I 1 v1c REINF., IMPACT HOOK- 1112 1 srtc 0 7/C L vtc PVC SASH STOP - 6D25 314' 116.1 13 T 1n6' REINF. QB.RIS.S R. - 1495 PVC SASH 6TNL RAIL -CAMS t v1a' t ve• 1/16• PVC SASH SIDE RAIL- 6004 e v,c PVCSCREEN CATCH - 6013 Y4• 15116' tn6- J REINF. BTM RAIL-1699 0 116' O 1 5/16' Vla• 5 71Y IMPACT HOOK S-1577 f — 21ts• e 514' tne• PVC SASH TOP RAIL 1027 Fir- z Ivtr Inc FIXED RAIL- 1538 2116* 1 5116' I o4s• PVC FIXED RAIL COVER - 6053 lfr IIri- 1' L 9 L tnc REINF. TOPRAIL-1497 FRAME CORNER CONSTRUCTION CORNER WELD ALL SIDES) to FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME Ile 1 tlrlS116' 1 1— 1/16• PVC SCREEN SUPPORT-6014 114' FI 1 7!a' PVC GLAZING BEAD-60e4 112 v1c r SCREW SUPPORT-3113 WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT z o0 zoi a: f no 1UWo-= aw"I tomZ— zF-mw F2zouu Pwo - LLNuJ JV-11W- wa 0ww3wy ILr 9IW2017 LUCAS A. TURNER, P.E. FL PE 0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 BOM AND EXTRUSIONS BAT 1 06/18/12 CWS- 812 11C SHEET 1: 2 4 OF 8 6' MAX (TYP.) 17' MAX O.C. (TYPJ 1900 SW MTH AVE. 6' MAX (TYP.) OCALA. FLORIDA 3"74 1NW W.CWS.CC ' SEE NOTE 2 8100 PVC MAX. C. 1O I I SINGLE HUNG mP') L O INSTALLATION IMPACT ANCHOR ( TYP.) I 1 1 I Q zuIy1 3 (<zp WJ0Q'Lo0 uro un xPw glu 0¢3m ZW 3 x U to H 19a zI I O Z V y z O.0 V F—ado Oz 910 1!Y X o_ N 0 0 0= CI MAXO.C. fTJ- N W zWWa 0,((_//l1F cc 0 IInIw Q.Xwwy o cc 4' ( TYP.) J - - 4• ( TYP.) NO ANCHOR& REONRED IN SILL NOTES' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SRE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEETS. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE 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 6. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMNAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMMWDMA 300(EXTERIOR DOORS) Az 9/ 22/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941380-1574 SCHEDULE AND NOTES BAT 06/18/12 vo4. CWS- 812 C SHEET 1: 15 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE t SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDME PERIMETER SEALANT SEE TABLE 1 BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BYINSTALLER 1/4- MAX SHIM INSTALLATION SEE TABLE 1 CONTINUOUS DOUBLE 3/I6' BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER 1/4' MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN EMBEDMEW BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEETABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. E 1-1/8' QX&R GROUT -FILLED CMU (117 PCF MIN.) 3/t6' TI1N TAPCON 1' 2' CONCRETE (2.85 KSI M 1' GROUT -FILLED CMU (ASTM C-00) 3/16' ELCO ULTRACON 1.114' 2-12' ZXMIN. SOUTHERN PINE (G=0.55) 3/16' TTW TAPOON OR ELCO ULTRACON 1.y8' 7/8' ZXMIN. SOUTHERN PINE (G=0.55) INTO WOOD SCREW I 1v6' 718' 16 GAUGE (0.06(r) MIN. STEEL STUD 33 KSI YIELD MIN) N10.16 HILTI KWIK-FLEX OR TIW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/16" 1/6- ALUM. (6063-T5 MIN.) OR 1/8- STEEL (33 KSI MIN.) 010 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125' 7116" MIN. EMBEDMENT SEE TABLE 1 114' MAX SHIM — INSTALLATION ANCHOR SEE TABLE 1 BYOTHERS SEE TABLE 1 I MIN. EDGE DIST SEE TABLE 1 INSIDEAND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION tj TYPICAL JAMB ANCHORAGE PERIMETER SEALANT BYINSTALLER INSIDE AND OUT C HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDINGA BOX -FRAMEAPPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER. BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 19W SW 44TH AVE. ' OCALA. FLORIDA 34471WWW.CWS.Cc 8100 PVC SINGLE HUNG IMPACT F2, O 0 y~W~po Z02 m—&t= a ow;m 1-W I-i'22 LwooOJwOZmNaZ-y ZI-mw 000: 1 --OU- pzulnz aa o}to z OO (tf/O WNIII 0 W a wx-wCCa 922/2017 LUCAS A. TURNER, P.E. FL PE Ik 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-3MI574 T INSTALLATION DETAILS WN BY. DATE: BAT 06/18/12 wu r. CWS-812 C SHEET 1:2 6OF6