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Home My WebLink About205 Marc St (3)�n9 CITY OF SANFORD BUILDING & FIRE PREVENTION �L� j PERMIT APPLICATION Application No: Documented Construction Value: $ 10,318 Job Address: 205 MARC ST SANFORD, FL 32771 Historic District: Yes ❑ No Parcel ID: 10-20-30-501-0000-0510 Residential 9 Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair VDemoEl Change of Use ❑ Move ❑ Description of Work: REPLACE 11 WINDOWS W/NON-IMPACT- SIZE FOR SIZE - Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com Property Owner Information rr Name WOODARD, VERONICA; WOODARD, MATTHEW Phone: SLU — 3 z tL4— S ( 30 Street: 205 MARC ST City, State Zip: SANFORD, FL 32771 Resident of property? : OWNER Contractor Information Name FLORIDA HOME -IMPROVEMENT ASSOC. Street: 3044 SW 42 ST. Phone: 954-7924415 Fax: 407-4728380 City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890 Architect/Engineer Information Name: N/A Street: N/A City, St, Zip: N/A Bonding Company: N/A Address: N/A Phone: N/A Fax: N/A E-mail: N/A Mortgage Lender: 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 •,l COMMENCEMENT. 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 of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, 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: 5"' Edition (2014) Florida Building Code ri Revised: June 30, 2015 Permit Application ' NOTICE: In addition to the requirements of this permit, there may be additional 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 of permit is verification that I will notify the owner of the property of the requirements of Florida. Lien Law, FS 713. The City of Sanford requires payment of a 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 contraction 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 AFIFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. o S ignatu 4=,A�g.. DaIS Si tractor/Agent Da Print Owner Agent's N e Prim Ag $ Name `oW i re ty-State of Florida Dot Ot Notary -State of Florida Date °� `0 0 % o,CO. o� c3`- �`o� Owner/Agent is Personally Known to Me a ,� Contractor/Agent isrso a o C Produced ID Type of ii bpt-' d^�-, Produced. ID Type of 15 BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] GasFJ Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumping - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: -4-1 I- ( % COMMENTS: Revised: June 30, 2015 Permit Application REQUIRED HqSPECTION' SEQUENCIE' BP9 IQ-- ISS" Addiress: ZO 15 tJ-ACtC- _4� Insgee ®n Descj�ptfoi�. Min max, I Footer Setback Remwall Foundation/ Form Board -Survey Slab /* lvf-ono Slab. Pkepour Lintel / Tie- Beam / Fill Down Cell Sheathing — Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final. Window - Final Screen.Roorn Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. FinalSingleFamily Residence t Final. Building. (Other) WO L. Imn Max Huns ecdon.Dese. Electric. Underground Footer [Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MM. '.41'. Max min Plumbing Underground Plumbing Sewer Plumbing Tub, Set Plumbing Final L.M.- Max. kspecdon Dese Mechanical Rough Mechanical. Final, MM Max rMspecidon. D�escrn' �tuion Gas Underground Gas Rough Gas. Final IREWSED: Jbne 2014 N 111111111111111111111111111111111 fill 1t111 THIS INSTRUMENT PREPARED BY: GIANT I'MI.OY P CENIHOL_I i_ OUNT`i- Name: BARBARAESPARZA C'1...1=f:f. Of CTfiCUIT C:OU .1 e� CfihlF'Tf�C?Lt_Er: Address: LORIDAHOME IMPROVEMENTASSOC. L?Kii{iti �,� t.J..,�_ (1f'�s) 8034 SUNPORT DR. #401. ORLANDO, EL, 328_ CLERK'S p 2018033866 "15( Rt-C.ORDhD Ci:_, %? r''?171%, Ci ; F ¢ ;: ;; ri!'! NOTICE OF COMMENCEMENT f:!_:C:OR[)ING 1-1wES -$10. 0 RECORCIECi Bf" hdevoi,e State of Florida County of Seminole Permit Number. Parcel ID Number. 10-20-30-501-0000-0510 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 Is provided in INS Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 51 GROVEVIEW VILLAGE PI3 19 PGS_4 TO 6- _ 205 MARC ST SANFORD FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: Name: WOODARD, VERONICA; WOODARD,_MATTHEW Address: 205 MARC ST SANFORD, FL 32771 Fee Simple Title Holder (if other than owner) Name: n/a Address: 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)(bb Florida Statutes. Name: n/a Address: n/a In addition to himself, Owner Designates n/a of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date 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 OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true 7 to best Gi my knowledge and belief. , : Vev/;/i, t6 Wwd-a,j Owners Sign Owner's Printed Name Florida Statute 713,13(1)(g)_ - The over must sign the notice of carnmencement aid no are else may be permitted to sign In hh or her atead.' State of County 01 The foregoing Instrument was acknowl by V (/V/7( I y ('1100 -4 Name of person making statei OR who has produced Identification C Paul Norman Notary Public State of Florida My Commission Expires 3/10/202( Commission No. FF WWI 9 'T jir 4 Altamonte Springs, Casselberry, bake Mary, Longwood Sanford, Seminole County, Winter- Springs Date I hereby name and appoint: LUIS COLLAZO AND MERCEDES COLLAZO an agent of FLORIDA 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): C@ The specific permit and application for work located at: 205 MARC ST SANFORD FL 32771 (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WAYNE T: BURNETT State ;License Number: Signature of License H STATE OF FLORIDA COUNTY OF 1•(— The foregoing instrument was acknowledged before me this Z* day oft' ovd-i , 206()�, by WAYNE T. BURNETT who is-�'personally known to me or o who has. produced as identification and who did (did not) take an oath. ig Paul Norman Notary Public (Notary Seal)State of Florida Print or type name NT9r oP° My Commission Expires 311012020 P OF fV Notary Public - State of G Commission No. FF 9704$ Commission No. My Commission Expires: 3 /0 7,7 (Rev. 08.12) SCPA Parcel View: 10-20-30-501-0000-0510 Page 1 of 2 .fin crA Property Record Card P Parcel: 10-20-30-501-0000-0510 sELva0iE COwwfx oRa� Property Address: 205 MARC ST SANFORD, FL 32771 Parcel Information 1 _ m. O N co co O0 r ounty GIS O Seminole Parcel 10-20-30-501-0000-0510 Owner WOODARD, VERONICA WOODARD,MATTHEW Property Address 205 MARC ST SANFORD, FL 32771 Mailing 205 MARC ST SANFORD, FL 32773-5939 Subdivision Name GROVEVIEW VILLAGE Tax Distri Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $128,301 $114,545 Depreciated EXFT Value Land Value (Market) $30,000 $25,000 Land Value Ag Just/Market Value ** $158,301 $139,545 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $10,997 P&G Adj $0 $0 Assessed Value $158,301 $128,548 Tax Amount without SOH: $2,519.00 2017 Tax Bill Amount $2,519.00 Tax Estimator Save Our Homes Savings: $0.00 ' Does NOT INCLUDE Non Ad Valorem Assessments http://parceldetail.scpafl.org/ParceiDetaillnfo.aspx?PID=1 02030501000005 10 2/26/2018 .n. ✓ f.: h RECORD COPY y of Sanford Building Al Cit't Prevention Product Approval Specification Form Permit # # 1 8- 1 5 5 4 Project Location Address 205 MArc Sanford. FL f iaU1La,11` SA n(FOF,D 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.org. 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 Swinging REVIEWED FOR CODE COMPL.IANC Sliding��— Sectional P Roll Up DATE Automatic Other 2. Windows Single Hung CWS 8100 FL4091.1/FL16177.1 Horizontal Slider CWS 8200 FL4092.3 Casement Double Hun Fixed SANFORD 811-111 DING Awning A F IERMIT ISSUE Pass Through TO PROCEED WITH THAt T40RIE WORK AND NQ1 -AS Projected ASI E ANY OF THE PROVI " ALTER OR S Mullions LLISSUANCEOFAPFRO ERMITPR HER EN Wind Breaker RE UIRING A CORRECTION OF ER Dual Action lufm UH V101ATIONS OF THIS COD 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 Roofing 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 / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # (include decimal 5. Shutters Accordion Bahama Colonial Roll up 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 i�im�l ii �i AEI U�NI ��!li iN�UI pii��i rp �� _ MEASURE DATE 3/512018 � CUSTOMER NAME LEAD (UMBER TYPE OF PROPERTY FLOOR No R Height MEASURE TECH Woodard, _ 580031 12` fan Franklin SH SH 341/2 x 581/2 34 1/2 x 58 1/2 (+/-50) FL4091.1 (+/-5o) FL4091.1 5H SH SH 36 x 371/4 25 1/2 x 25 521/8 x 49 1/2 (+/-50) FL4091.1 (+/-70) FL16177.1 (+/-50) FL4091.1 Ow HS 73 x 371/4 (+/-60) FL4092.3 i d SH 3 36 x 371/4 H5 (+/-50) FL4091.1 73 x 371/4 SH SH 521/8 x 49 1/2 521/8 x 491/2 (+/-So) FL4091.1 (+/-50) FL4091.1 �l7rida `` xi �ProductApproval L� � .USER: Public Use, Product Aoprmal Menu > Product or Application Search > Application list > Application Detail FL # FL4091-R8 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 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 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 Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M.'Urich, PE ," Validation Checklist - Hardcopy Received FL4091 R8 COI EvalReport154Fpdf Standard Year AAMA/WDMA/CSA/101/I'.S,2/A440-05 2005 AAMA/ W D M A/CSA/ 101/I. S. 2/A440-08 2008 PA TAS 202 1994 httc)://www.floridabuildino.orci/Dr/Dr aoD dtl.aspx?Daram=wGEVXQwtDquzg3l%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 1/3 J 1/4/2018 Sections from the Code J Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online J J Method 1 Option D 09/26/2017 09/29/2017 10/08/2017 12/12/2017 J J mber.o Contact Us c. 2601 Blair Stone Road Tallahassee FL.3.2399 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 inresponse toa public -records. request, do not send electronic mail to .this entity. Instead, contact the office by phone or by mail. If you have any questions, please contact 850.487.1395. ^`Pursuant to Section httn•7lwww.flnridahuildind.oro/or/Dr ago dti.asox?Daram=wGEVXQwtDciuz931%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. mustprovide the Department with an email address if they have one. The emails provided may be used for official communicationwith 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 area licensee under Chapter 455, ES., please click here . Product Approval Accepts: J J J MI 0 FOR IF-i'll PM J Credit Card Safe httD://www.floridabuildino.orQ/Dr/or aDD dtl.asr)x?Daram=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3 � 1 1 � J 1239 .labara Ave. North Port, FL 34288 � ENGINEERING & Ph. 941-380-1574 _ TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 154F August 28, 2017 Product Description: Series 81.00 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 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"' 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 AA, from National Certified Testing Laboratories, Orlando, FL sighed 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. Turner, P.E. Installation: Units must be installed according to approval document CWS-1.54F. 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 requiresthe use of shutters in windborne debris regions May not beused 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: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest i.n. 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. 'y1u1strrr JI Lucas No � �, ; 8/28/20.175 Turner * = Lucas * A. Turner, P.E. 15:58+20:00 15:58+20:0 -n . c cr -33 ; STATE OF FL PE #58201. :°* ��'� • of 0 Ft ko. SINGLE HN-IMPACT _ (SHOW�W/DIRFE�RENT PTIONS) 54 318" MAX OVERALL 54318' - FLANGE WIDTH MAX OVERALL. 531/8" — FLANGE WIDTH MAX. UNIT WIDTH- „� �-- 53118" '— 4815/16` MAX UNIT WIDTH GLASS DLO ^I A: - I- 4815116" — 77 1 /4'MAX 33 OVERALL O I 9 M9 GLASS FLANGE DLO. CS HEIGHT 7r B I - I i 113 I HE X GL A A 6 46 5/16" — GLASS DLO EQUAL SPLIT - 54 3W - MAX OVERALL FLANGE WIDTH 53118, MAX, .UNIT .WIDTH 63 5116" 'MAX OVERALL FLANGE HEIGHT 62 1116" MAX UNIT T— HEfGHT 224" MAX SASH F--- 46 5116" --' GLASS OLD 60140 SPLIT ORIEL TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS - 1 DP CHARTS & GLAZING DETAIL .2 SECTION VIEWS &.ALT. FRAME EXTRUSIONS & B.O.M.- .......... _.._4 ANCHOR SCHEDULE & NOTES ....5 INSTALLATION DETAILS-.... ...1.6 6" GLASS DLO O 33 5116" GLASS DLO 4; X GLASS DLO C —L 46 5/16" GLASS DLO 5 HI SASH ORIEL 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: "0/X". 4. DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09.. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 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 SH-8100. 9. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X-= OPERABLE SASH, 0 =-FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL:ELEVA71ONS IN.A SIMILAR LOCATION, 1.1.. EXTERNAL WEEP SLOT =1/2" x 2-1/2" LOCATED 4"'FROM-.BOTH ENDS. 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 53-1/8"x 68-1/4" NONE 60/40 ORIEL 53-1/8" x 62-1/16" NONE 1900 SW 44THrAVE. OCALA, FLORIDA 34474 W W W.0 W S':CC 8100 PVC SINGLE HUNG NON -IMPACT L I-) ¢IZ owo ¢Iw-oO Z o o WJd zOoZ`}O�o�EZm Q -S Z z=m-awuoo ZZ OZV.�Z�U- 2 ¢ E- Z w K� W O W ZNw O.J U) I- D: EL r '� x a 8/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET'DESCRIPTION: GENERAL NOTES AND ELEVATIONS ;AWN. BY: DATE BAT 04/29/08 VG M CWS-154 F :ALE, SHEET 1:33.33 1 OF'6 Design Pressures (PSF) with Glass Types A, B, C, or D Unit Sash Unit Widths (in.) ly(StDnv(yW/- `NINDOW SUTEMS Heights(in.) Heights(in.) 23 1/2 27 1/2 29 1/231 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 1 53 1/8 35. 1/2 17 +50/-75 +50 / -75 +50 -75 +50 / -75 +50 / -75 +50/ -75 +50 -75 +50 / -75 +50 / -75 +50/-75 +50/-75 ' OCA SW FLORIDAAVE, / % / -OCALA, LORI34474 39 1/2 19 +50/-75 +50/-75 +50/-75 +50s/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -75 +50/-75 +50/-75 www.CwS.CC Al 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-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 +50/-75 +50/ -73.4 +50 / -70.6 8100 PVC 47 1/2 23' +50/-75 +50/-75 +50/-75, +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50/-652 SINGLE HUNG 51 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 NON -IMPACT 53' 1/2 26 +50 / -75 +50/-75 +50/-75L+50/-75 +50 / -75 +50 / -75 +50 / -75 +50 f -75 +50 / -71 +50 / -63.6 +50 /`-6155 1/2 27 +50/-75 +50/-75 +50/-75./ -75 +5D / -75 +50 / -75 +50 / -75 +50 / -75 +50 / -69.5 +50 / -62.1 +50 / -59 5 a z_ a z 359 1/2 29 +50/-75 +50/-75 +50/-75 / -75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57 1=- 0 w' 0 ¢ F 0 0z WJc63 1/2 31 +50 / -75 +50 / -72.9 +50/ -72 -71.6' _ +50./ -71, 6 +50 / -71.6 +50 / -71.6, _ +50 / -71.6; +50 / -64.6 +50./ -57.3 _ +SO / -54.8 w zoz �� z F0 -(n >-0W65 1/2 32 +50/-73.2 +50/-69.1 +50J-68 -67.4 +50/-67.3 +50/-67.3 +50/ -67 3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 LL w r 3gz z= Qr6woo 67 2/2 33 +50/-69.8 +50/-65.6 +50/=64.4-63.7 +50/-63.4 +50/-63A +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50J-53 0 CrO�¢ 71 1/2 35 +50 / -64 +50 / -59.7 +50 [-58.3 +50 -57.3 +50 J -56.5' +SD /-56;5 +50 -56.5 +50 / -56.5 +50 { -56.5 +SO / -53.9 +50 / -51,5 z Oz 0 - z J U / 0v� 74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +5D/-51.7 +50/-51.7 +50/-51.7 +50J-51.7 +50/-51.7 + d-L,20 LLZ 76 37 1/4 +50 / -58.5 +50 / -54.1 +50 / -52.6 +50 / -51,5 +50 / -50.2 +50 / -50 t50 / -50 +50 / -50 +50 / -50 +50 / -50 +50 J -50 a 2 ¢ y oI- - r z ui w OOLL =u}iow:U)w 0 w 0' a- = :r- -f- Im 7/8" OVERALL 718" OVERALL 7/8" OVERALL 7/8" OVERALL. a o � a pnuu - - 1l8"'ANNEALED - 3/16' ANNEALED -118' TEMPERED 3/16" TEMPERED -5/8" AIRSPACE---1/2" AIRSPACE j 5!8" AIRSPACE . 112" .AIRSPACE4�GENS�c j - 118" ANNEALED i 3/16" ANNEALED 1/8" TEMPERED - -� ;3116" TEMPERED ' �.' Np 8201 P :- SIKAFLEX 552 OR SIKAFLEX. 552 OR SIKAFLEX 552 OR =-4 = FL'- 46 SIKAFLEX 552 OR A8 PURFECT GLAZE"H" 46 PURFECT GLAZE`H" 46 PURFECT GLAZE"H`. �� STATE OF PURFECT GLAZE"H" /) iOT Q, / A '1,FS•<oa1C G\mac r 112" GLASS SITE .I 112"'GLASS SITE 112 GLASS.BITE lritf ONlii 0 -V2" GLASS SITE �I I i 8/2812017 q LUCAS A. TURNER, P.E. FL'PW 58201 GLASS TYPE A GLASS TYPE B GLASS TYPE GLASS TYPE D 1239 JABARA AVE. NORTH PART, FL 34288 PH, 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAWN -BY: DATE: BAT 04/29/08 ' Owca:... REV.: NOTE: CWS-154 F SCALE: SHEET IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 1:1 12OF6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN .FOR CLARITY: 20, 23, 25-26, 31, 36, 37, 44, 51-52, 55-56,.64,-67-68 :INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION C-C ALTERNATE .'FIN ..FRAME 1900 SW 44TH.AVE. ., OCAI.A. FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT a z � ` ,?: ¢IW-z _WQ _Z .o 0 W F O OIy-Oa¢W-0M U U[��U_azwd 6 Z-�Z ZF.O r/) Z OOU_ai O.U— } Q.zLLW00: z 30 �lz Q Kz �U z 0w OJtn F- aco O W w wOz.2. . a ~ BE z 8/2k2017 LUCAS A. TURNER, P,E. FL :PE # 56201 1239 JABARA AVE. NORTH PORT, FL 34286 PK 941-360-1574 � SECTION VIEWS AWN BY: DATE: BAT 04/29/08< .. lG#: '- REV.; CWS=154_ F ALE: 'SHEET 1-2 30F6 Horiz. GIz. Bd., BSI 3 21 PVC FRAME FIN H-6026 P-3429 WSIp., U.Z/U X .10t DaCK 1-Inbeal, uray uaralao P-4633 #B x 2-1/2 PH Mod. Truss Type A. Tek 2< Ajax I Steel 1 118" P-1768 #8 x 0,625 Ph PH SMS Hub City . Steel 5/16"--I I i }I r t9 '-4051W #8 x 1.250 Ph FH-TEK; Wht. Hub City Steel P-4264 98 x 3/4 FH PH w/#6 Head. TEK,Wht Hub City Steel -�V16" P-3342 Seam Sealer, SM-5504 Schnee. P-3752 Cap Plug,.112" Hole M&M Nylon PVC SCREEN SUPPORT PP.3a3R Slk.fl— 559 nr. Purf.,..t C'M zA "H" Sika/Henkel. S-6014 x Sash 111 B" REINF. SASH MTG. RAIL H-1497 1 516' q PVC SASH BTM. RAIL H-6028 1 3�1�"—I- 1— 1 /8" q- 1116" PVC SASH SIDE RAIL H-6004 I 1/" 1; 112" r 18 L_ u1 s• PVC SCREEN CATCH S-6013. 374" 1� ----{ 3I16' T- 13 i 1l16' REINF. SBR/SSR S-1498 66 P-3228 I Screen Spline, .155 Dia., Blk. Dapa I vinyl 67 P-3029 Screen Pull Tab Summit Alum V2'—}� 68 P-3033 Screen Spring, SS FI. Screen SS 3r16"� I 69 H-6026 Main Fr.,. SH, cdFin., PVC Mikron Vinyl n 70 P-3113 Screw Support for PVC T. Plastics _ _ _ Nylon 't-� V 71 S-6063 Fixed Rail Cover Mikron Vinyl SCREW SUPPORT P-3113 LINE ITEMS NOT ITEMS NOT USED NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 6-7, 11, 21-23, 29, 31, 41-43, 47, 49-50, 57-61 2311E"— I � 8 1 SIB PVC SASH MTG. RAIL H-6027 -- \J 2 118' - 1/16' 1�{I FIXED MTG. RAIL H-1836 1 3�8" L 13116" `EJ u1s PVC SASH STOP S-6029 1l4"— r- 14 718" � 1 L__ 1s 17 PVC GLAZING BEAD S-6064 9/16, T— - 1 1 5/16" - f t116^ PVC FIXED RAIL COVER S-6063 FRAME CORNER CONSTRUCTION CORNER WELD (ALL. SIDES) 1:8 37 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG NON -IMPACT L Q Z .'> QZ3 HZuu OWOuu-ic 4-�p0 o z0W?r0�3m i-W�zt-3gx Z z 2 m Qc� W p 0 OI 00p VL�0a zi ZO O.0 Vj Z�CJ V} < rZ��00LLz of �QOrW-i=rZ-.O-- W C W>a=�o U. 0W[uu zz)~ =�o—rn ~n W w� a f cr� X n `y`t�tiu rrr„ri, y pptiOREbt Tli,�i No 56201 �� ? 90: STATE OF to 0N A1-EN��., 8/2812017 LUCASA. TURNER, P.E. FL PE # 582D1 1239.JABARA AVE. NORTH PORT, FL 3428E PH.941-380-1574 BOM AND EXTRUSIONS I BAT 04/29/08 vGa: R-v.: CWS-154 F ,ALE: SHEET 1:8 4OF6 ,: MAX. G" :MAX 6" MAX irz MAX. ( (TYF 4" (T 4 IT NOTES: ANCHOR LAYOUT-lFLANGEI DTE 2 4" MAX: 4' MAX. 6" MA (TY THRU-FRAME AN MEETING RAIL AT FIXED MEETI< CENTERLINE (TYP;) NSTALLATION %NCHORS TYP. ANCHOR LAYOUT - (FIN) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W':C W S.CQ 8100-PVC. SINGLE HUNG NON -IMPACT z ¢zp nw ALLATION dORS TYR Z. 'W Lu. O Q F- O Z.O Z M H Z—,h o' ¢ >OD 3m` LL O F-w Zr-32=. U OZ`r 0QQwO,O. 00H-Z.(L,-Wnm Z p�-� Z=Uo. K U� <3:OLLi Zo.Z W 00_.}U—Z Cn �:N O W O.W H a rn O Wes', . WO��. CL r= a m3a P�ORw p E'G,'. No SS201 a" z c �+ STATE OF W 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 1116" IS PRESENT. LOAD BEARING SHIMS. SHALL BE - CONSTRUCTED OF HIGH DENSITY PLASTIC -OR.BETTER. WOOD SHIMS ARE NOT ALLOWED, f- 8/28/2017 3. ANCHOR TYPE, ,SIZE, SPACING AND EMBEDMENTSHALL BE AS. SPECIFIED IN THESE DRAWINGS, SEE TABLE-1, 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 #' 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.34268 PH. 941-380-1574 SPECIFIED IN TABLE i, SHEET 6: SHEET DESCRIPTION' 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL. BE. BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEIGMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - IX. BUCKS ARE ANCHORS HEDULE At OPTIONAL. NOES T A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3" FOR MASONRY, 1' FOR WOOD AND METAL. DRAWN BY: DATE: 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. BAT 04/29/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS.SHOWN -IN TABLET, SHEET 6. CONCRETEANDMASONRY, SUBSTRATES MAY NOT BE CRACKED. DWGN: IREV.: 9: SEALING AND FLASHING STRATEGIES FOROVERALL.WATER RESISTANCE OF, INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-154 F SCALE` SHEET FMAIAAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE:WINDOWS), FMAIWDMA 250(BOX'WINDOWS),: FMA/AAMA^WOMA 300(EXTERIOR^DOORS) _ - 1:25 5 OF 6 L t MIN, EMBEDMENT TYPICAL -HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS �--�—MIN, EDGE-0tST. 1/4' MAX SHIM— SEE TABLE 1 SEE TABLE T SUBSTRATE BY OTHERS-� SEE TABLE t ti ,--, / MIN, EDGE-DIST. �� I MIN. EMBEDMENT I SEE TABLE 1 PERIMETER SEALANT SEE. TABLE BY INSTALLER INSTALLATION ANCHOR - INSIDE. AND OUT - SEE TABLE t SEALANT BEHIND � 17= FLANGE BY INSTALLER n i l L 1(4" .MAX, SHIM INSTALLATION SEETABLE 1 1/4" MAX, SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT I I MIN, BY INSTALLER SEE INSIDE. AND OUT SUBSTRATE BY OTHERS SEE TABLET SEE A VERTICAL SECTION. TYPICAL SILL ANCHORAGE i W, —PERIMETER SEALANT BYINSTALLER INSIDE.AND OUT --SEALANTBEHIND FLANGE BY'INSTALLEI g HORIZONTAL SECTION 6 TYPICAL,JAMB ANCHORAGE TABLE 1: APPROVEDINSTALLATIONFASTENERS . FRAME TYPE SUBSTRATE.TYPE - ANCHOR TYPE MIN.EMBEDMENT' .MIN.: EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN:): ....._ 3116"`ITV TAPCON FLANGE 1916�—". _ ., 2" NGE CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" 1" FLANGE - FLANGE 2XMIN, SOUTHERN PINE.(G=0.55) 3/16" ITN TAPCON - OR ELCO ULTRACON 1-3/8" 7/81,. FLANGE 2X-MIN. SOUTHERN PINE.(G=0.55) #10 WOOD SCREW '1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33KSi YIELD MIN) 1,10-16 HILTI KWIK-FLEXOR FFW TEKS.'SELF-DRILLING SCREW FULL THREAD - THRU-A:050" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 118".STEEL (33 KSI MIN.) 410 GRADE 5 SELF -TAPPING I DRILLING SCREW. FULL TIIREAD THRU 0.125" 7/16 FIN 2X MIN. SOUTHERN PINE.(G=055) 910 WOOD SCREW 1-1/2" 1/2' MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 By OTHERS 1900'SW 44TH-AVE SEE. TABLE 1 OCALA FLORIDA 34474 1/4"NAX. SHIM-^{ WWW.CWS.C`O 8100 PVC MIN. EMBEDMENT SINGLE HUNG SEE TABLE 1 NON -IMPACT PERIMETER SEALANT z o 00. ¢ IwI- o w f'1 BY INSTALLER w Z O.Z'. ¢ F.Z F Lion INSIDE AND OUT O ¢ N �.Y O IY 3 m INSTALLATION ANCHOR Z Z S 2? 4 a W Sp p SEE TABLE -1 -O O !- O'C? Q T F tY SEALANT BEHIND O L) U) F- Z 0- F- co IL FIN BY INSTALLER Z ZOO K, Z 11 a D �C 1 HORIZONTAL SECTION �` p Z 2 Z O, V TYPICAL FIN ANCHORAGE a -¢"y¢ Oy.. H F O Z HEAD AND SILL SIMILAR FOR:FIN INSTALLATION H O O j- cf) 0 -.O 01 Z-!1 _~ W 1: 1, 0 CLI o m a 8/28/2017 LUCAS A. TURNER', P.E. FL PE # 58201' PERIMETER' SEALANT--- 1239 JABARA. AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT HORIZONTAL SECTION PH. 941-380-1574 i 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: SIMILAR FOR SILL AND JAMBSFOR BOX INSTALLATION. INSTALLATION DETAILS FLANGE.REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: BAT 04/29/08 - MIN. 1/4"FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK. IS APPLIED Dwcs: Rev:: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER: CWS-154> F PRODUCT ANCHORAGE IS iN ACCORDANCE WITH REQUIREMENTS AS —_—� SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 C! 1/4/2018 Florida Building Code Online 3 � a r I�.u�F..a4.10-4°; „ SCIS Home Log In j User Registration Hot Topics j Submit Surcharge Stats & Facts Publications FSC Staff BCts Site Map j Links i Search t�QI'ICia �a1) Product Approval d� r .m USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail 3v F W tie"3 3 FL # FL4092-RB i3 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 )ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)'369-6922 Ext29.1 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 Evaluation Report from a Florida Registered Architect or Licensed Florida Professional Engineer .. Evaluation Report - Hardcopy Received 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 Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE i Validation Checklist - Hardcopy Received FL4092 R8 COI EvalReoort223E.pdf Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 AAMA/WDMA/CSA 101/I.S.2/A440-08 PA TAS 202 Year 2005 2008 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnj[Gdio%3d 1/2 1 /412018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ►i Method 1 Option D 09/27/2017 09/29/2017 10/03/2017 12/12/2017 J J --- -- -- FL # Model, Number or Name — — ----------- Description 4092.1 ( HS-8200 18200 Vinyl Flange and Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R8 1I CWS-340E.pdf 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 f Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092 R8 AE EvalReport340E.pdf 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 Approved for use in HVHZ: No Installation Instructions FL4092 R8 I1 .CWS-223E:odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: +40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalReport223E.Pdf I DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes .... --- ............. -... ................... _...... -- --- —..... -......................... 4092.3 HS-8200 I HS-8200 PVC Horizontal Slider, OX or XO. i Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL4092 R8 II CWS-486C.pdf 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 EvalReport486C pdf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. t:ac< EL .. 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 r`. Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead; contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here -.Product Approval Accepts: 'M PR e'hcV; Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931°/p2b4g5faOOzM2M4GTnBAwwDnjl6dio%p3d 2/2 11 T tJRNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. J North Port, -FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 486C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact; 74" x 54" unit size 75 1/4"x 55 i /4" flange size, 3/16Ann — Air — 3/16Ann glass minimum Manufacturer: Custom Window Systems, Inc. 1900 SW 44'1' 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 6rh 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-486C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3599-1, from National Certified Testing Laboratories; Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS-202-94 (Full 202 performed on 3 identical specimens) 4) Supplemental Calcs. to support CWS-486C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-486C. Limitations of Use: This product; ® Maybe used in O/X or X/O configuration in sizes up to 74" x 54" unit size, or 7.5 1 /4 x 55 1/4" flange size, with max. glass daylight widths of 32 15/16" for fixed panel and 33" for sash • Achieves design pressures as indicated in comparative analysis table in CWS-486C ® Is non -impact and requires the use of shutters ® May be used in the High Velocity Hurricane Zone o Requires 3/16Ann — Air — 3/16Ann glass minimum ® Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 17-0206.I0t 'I have evaluated the framing material in this NOA. and find that it complies 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. Lucas Turner 2017-09-16 09:26+20:00 �1�tr �(-yry:((--t rirrrr ! tV o "P STATE OF 9/07/201.7 Lucas A. Turner, P.E. FL PE #58201 J HORIZONTAL SLIDER - NON -IMPACT 55 M! O\ FL HE TABLE OF CONTENTS GENERAL NOTES &. ELEVATIONS,:...1 DP CHART & GLAZING DETAILS:......,2 SECTION VIEWS .................._.. ....3 EXTRUSIONS & B.O.M......... 4 ANCHOR SCHEDULE & NOTES .......... 5 INSTALLATION DETAILS.....................6 '51/4" MAX. OVERALL FLANGE -WIDTH -r- 74" MAX. UNIT WIDTH w GENERAL NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION AND IS RATED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX". "XO". 4. DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e0/09. -POSITIVE. DESIGN LOADS.BASEO ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES. ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS. W INDLOAD 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-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10.'SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA'SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 6" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 54" SEE COMPARATIVE ANALYSIS NONE CHART, SHEET 2 LucasTurne r 2017-09-22 12:48-04:00 1900 SV OCALA. 8200 PVC HORZ. SLIDER NON -IMPACT Q Z ¢Z:O owo O U- 1-w�Z0�3S Z z:c 0:W000 O 0k-0 42:, Q: O U to"I- Z D- r v1 0- o Z-'�-Z�Do z 000. ui �V- <�Ow mo- Id- �� Iou W IL pWU)W Wcn �a=O w0 a — a a D 3a 7 No 58201 p'. STATE OF :1L� ryfeltNAI"o,% ;�Z 9/22/2017 LUCAS.A. TURNER, P.E. FL P # 68201 1239 JARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS AWN BY: DATE: ADE 10/13/11 IG a: REV,: CWS-486 C ALE: SHEET 1:14.219 1 OF 6 DESIGN PRESSURES FOR EQUAL SPLIT "OIX" or "X!O" CONFIGURATION WITH GLASS TYPE A or B Unit Unit Height Width 19 1/2 23 1/2 27 1/2 31 112 35 1/2 39 1/2 43 112 47 1/2 51 1/2 54 27 1/2 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 29 1/2 +60.0 / -120.0 +60.0/.-120.0 +60.0 / -120.0 +60.0 /-120.0 +60.0 / -120.0 +50.0 / -120.0 +60.0 / -120.0 +60:0 / -120.0 +60.0 / -120.0 +60.0 / -120,0 31 1/2 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -117.5 35 1/2 +60.0 / -120.0 +60.0 J -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -112.8 +60.0 / -106.6 37 1/2' +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -119.4 +60.0 / -108.1 +60.0 / -1D2.0 39 112 +60.0 / 7120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -114.9 +60.0 / -103.9 +60.0 / -98.0 41 1/2 +60.0 / .120.0 +60.0 !'-120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120X +60.0 / -120.0 +60.0 /-110.8 +60.0 / -100.1 +60.0 / -94.3 43 1/2 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 /-107.2' +60.0 / -96.6 +60.0 / -91.0 47 1/2 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -113.7 +60.0 / -100.9 +60.0 / -90.7 +60.0 / -85.3 49 1/2 +60.0 / -120.0 -60.0 / -120.D +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 1 +60.0 / -120.0 +60.0 / .110.8 +60.0 / -98.2 +50.0 / -88.2 1 +60.0 / -82.9 51 1/2 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120:0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 1 +60.0 / -108.3 +6D.0 / -95.8 +60.0 / -85.8 1 +60.0 / -80.6 53 1/2 +60.0 / -120.0 +60.0 / -120.0 +50.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0 / -120.0 +60.0_/ -105.9 +60.0 / -915 +60.0 / -83.7 +60.0 / -78.6 55 1/2 +60.0 / -120.0 +60.0 / -118.3 +60.0 / -115.6 +60.0 / -115.6 +60.0 / -115.6 +60.0 / -115.6 +60.0 / -103.9 +60.0 / -91.5 +60.0 / -81.8 +60.0 / -76.7 59 1/2 +60.0 / -114.1 +60.0 / -105.2 +60.0 / -101.1 +60.0 / -100.5 +60.0 / -100.5 +60.0 / -100.5 +60.0 / -100.3 +60.0 / -88.0 +60.0 / -78.4 +60.0 / -73A 61 112 +60.0 / -108.7 +60.0 / -99.6 +60.0 / -95.2 -60.0 / -94.1 +60.0 / -94.1 +60.0 / -94.1 +60.0 / -94.1 +60.0 / -86.4 +60.0 / -76.9 +60.0 / -71.9 63 1/2 +60.0 / -103.7 +60.0 / -94.7 +60.0 / -89.9 +60.D / -88.3 +60.0 / -88.3 +60.0 / -88.3 +60.0 / -88.3 +60.0 / -85.0 +60.0 / -75.5 +60.0 / -70.5 65 1/2 +60.0 / -99.2 +60.0 / -89.9 +60.0 / -84,9 +60.0 / -82.8 +60.0 / -82.2 +60:0 / -82.7 +60.0 / -82.7 +60.0 / -82.7 +60.0 1 -74.2 +60.0 / -69.2 67 1/2 +60.0 / -95.1 +60.0 1`-86.1 +60.0 / -80.9 +60.0 / -78.5 +60.0 / -78`.1 +60.0 / -78.1 +60.0 / -78.1 +60.0 / -78.1 +60.0 / -73.1 +60.0 / -68.1 71 112 +60.0 / -87.8 +60.0 / -78.9 +60.0 / -73.5 +60.0 / -70.6 +60.0 / -69.6 +60.0 / -69.6 +60.0 / -69.6 +60.0 / -69.6 +60.0 / -69.6 +60.0 -66.1 74 +60.0 / -83.7 +60.0 / -75.0 1 +60.0 / -69.6 1 +60.0 / -66.5 +60.0 / -65.1 +60.0 / -65.0 +60.0 / -65.0 1 +60.0 / -65.0 +60.0 / -65.0 1 +60.0 / -65.0 OUANEX DI IG SPACER NOTE: IF SIZE INTENDED IS NOT SHOWN,. USE NEXT LARGER SIZE 718" OVERALL. 3116" ANNEALED 112" AIRSPACE 3/16" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE"H" 1/2" GLASS 61TE GLASS TYPE A ---V8" OVERALL 3116" TEMPERED 1/2" AIRSPACE -� 3116' TEMPERED OUANEX DURASEAL`^ (-I SIKAFLEX552OR IG SPACER' � I I ' 36 PURFECT GLAZE "H" GLASS TYPE 6 BITE WINDOW SYSTEMS Li 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CIc, 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 <Zo 0 w oQz "�?o o Qrn�i>.0w3:E tLL I-w ZH3:21 z zx.2<='O0 U 0wI-z°-F-0a O Z-N Z1-0 V) Z 00..275-D0- > ¢3:pw�z0z 2 ,-1-z w QOWco0uj )w Zia O o w�0 ax�> ir x w , a w3w a a .��". ;ORELb ..�h � P ......... No 53201 :9 STlJE OF :�W� ' .,S'ON AL 0, o.. 9122/ 0 LUCAS A. TURNER, P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941380-1574 COMPARATIVE ANALYSIS AND GLAZING DETAILS ACE 10113/11 VG 9: REV.! CWS-486 C ALE: SHEET 1:1 2 OF 6 """"go "' NTERIOR WINDOW SYSTEMS I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 36 26 23 22 Q 824PVC 135 r HORZ..SLIDER I (I LUJo NON -IMPACT a H wODI zo XfI 8 lz <ZzzxiaO 42 ,4 5 !�5 31 26 1649504717 6� O Z(�Z ZFD Z, 36 C u. W O p `B C SECTION VIEW B-B w wQ Zcn o o m ?0 J! 10 NOTE: FIXED LITE AT HEAD a 0 0�� w Lu Q J fD F z x D m O m AND SILL IS SIMILAR. _ ~ � w a of 5 36 n — a `PNO•E E 1 Y /TC� �� `,p5 INTERIOR `�J.' No 5920I • 43 = -d' STATE OF a4 .FS•.i � . 36 tiS�VNA� �0 .3a 49 11 10 I 50 9 21 9/22/2017 2 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. 2 NORTH PORT, FL 34288 PH. 941-380-1574 55 SHEET DESCRIPTION: SECTION VIEW A -A SECTION VIEWS DRAWN BY: DATE: ADE 10/13/11 - DWG 4: REV.: CWS 486 C I NOTE- ITEMS NOT SHOWN FOR CLARITY: 17, 25, 2?, 34, 39: 40, 41, 48. 51, 52 $GALE: SHEET 12 3OF6 Mikron X 5/8" X 21 T-�3 118" - ' 1 I�--23/,6°--j l� I I I 518' �!! 15/8" 4118+ PVC FRAME FLANGE PVC SASH MTG. RAIL PVC SASH SIDE RAIL H-6031 H-6027 H-6028 131i6"� 11 21l8" 1/18" 1,516. _ 1 5/8' V16' PVC FIXED RAIL COVER PVC SASH TOP/BTM RAIL FIXED MTG RAIL S;6063 H-6004 H-1836 1 1/4"-•-1 1 118' 1 1/8" 314" —' ' S!$'- --( 7116' _ 5116" i �..... 3116' tie L— tl16"L— 1/1$" ��— '-- 1/16" ROLLER TRACK PVC HORZSCRN ADAPT PVC VERT SCRN ADAPT REINF. SBR/SSR REINF. SASH MTG. RAIL S-1776 S-6013 S-6014 S-1498 H-1497 1(4'- I —� 13) 7/8" (14 � 151 is PVC GLAZEBEAD S-6054 LINE ITEMS NOT USED: �) NOTE:: ALL EXTRUSIONSAREALUMINUM:6063-T6 UNLESS OTHERWISE NOTED. 6,19-20, 25. 28, 32-33, 37. 39-41, 45, 53-54 CORNER CONSTRUCTION bM- WINDOW SYSTEMS 1900 SW 44THAVE OCALA, FLORIDA 34474 WWNl.CWS.Cb. $ 1 CORNER WELD $•zOQ.PVC (ALL SIDES) I 1`6 HORZ. SLIDER 8 NON -IMPACT \��.. ¢' ? 3 ¢Z w ow0' QFpp O ..' w' zd OZ... �tZww- u- Iw § Z O 3 3'.Z Z= 2'Q ccw O o FIXED MEETING RAIL O O F- O U Q= I- w SCREWED TOGETHER WITH U UV) ~ Z d E_ W D_ OUTERFRAME Z ZO U•z U� ¢O.w I-FO.- E Z W O wwowO:.W L`row O�V)I- a a0 w O a Ox,.K: �. w a a cr: OREvv JG�'• y\CEl13F �,in 1/2 311 V i 3" 9/22/2017 T 55 LUCAS A TURNER, P.E. FL PE # 58201 1239 JABARA AVE. SCREW SUPPORT NORTH PORT, FIL34288 P-31-13 PH. 94f-880.1574 i SHEET DESCRIPTION: BOM AND. EXTRUSIONS DRAWN P.Y: DATE - AIDE 10/13/11 DWG 9: IREV, CWS-486 C SCALE: SHEET 1:2 4OF6 ogwVim' WINDOW SVTEMS 15' MAX. O.C. (TYP,) r ---a" (TVP.) - a" (TYP) SEE NOTE 2 1900 SW 44THAVE.. 6" MAX. (TYP)�(''' r' j— OCALA, FLORIDA 34474 I I 1 I I 1 1 1 1 WWW CWS:CC $1' Mf MA: (1 X. (TYP) .j I I I I 5 1. O.C, YP.) I 1 I I O I I X I I I I I 1 I I I I I I ANCHORLAYOUT-(FLANGE) 8200 PVC HORZ. SLIDER NON -IMPACT INSTALLATION Q I- Z z <Z5 C W O N W Q O ANCHOR(TYP.) Z w W J0 ZOZ 0 z Qa 0w3:m Z2 K3 �= o o.E-o <=oc _ U U(/)F Zd P 0 a ZO — z Z < U FZ. W.�QOLLZ of Q Q.F F.Q Z W OCK>CWDW LL_i IX m 0 J U) I- O Y~0 WO�> a F a m , 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 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 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. SHEET 6. �ttrt U prrr I .'��p1a0RE4y rr.,� `v • No`5B2D1 r11 :SI STATE OF w O q: O P•. \�w� G ` ONA"E�.�`� ZZ 9122l2017 LUCAS A. TURNER, P.E. FLPU 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 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. DRAWN BY: DATE: B. 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. ADE 10/13/11 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET",:SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: — 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: - CWS-486 C SCALE: SHEET FMA/AAMA 100(F.INWINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:14.29 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT - ---j-- MIN EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS 114" MAX. SHIM —� SEE TABLE SEE TABLE 1 1 SUBSTRATE BY OTHERS--�R y MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT - MIN, ED IE DIST. BY INSTALLER �j i _� SEE TABLE INSIDE AND CUT j rj7 / ' J/ O �INSTALLATION AMCHOR— SEALANT BEHIND L-1/4' MAX. SHIM SEE TABLE 1 FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE i 114" MAX. SHIM � SEALANT BEHIND FLANGE BY INSTALLER I PERIMETER SEALANT � MIN. EMBEDMENT BY INSTALLER INSIDE AND OUT SEE TABLE i V I i SUBSTRATE BY OTHERS I SEE TABLE 1 MIN. EDGEDIST. SEETABLE i VERTICAL SECTION L 6 TP(CALSILL ANCHORAGE,. TABLE 1: APPROVED INSTALLATION_ FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON V, HOLLOW 2" 0 CRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT-FI 2X MIN. SPRUCE -PINE -FIR (G=0.42) 3/16" ITV TAPCON OR ELCO ULTRACON 1 3/8• 718" 2X MIN. SPRUCE -PINE -FIR (G=0.42) 410 WOOD SCREW 1-318" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16„ 1/8" ALUM. (6063-TS MIN.) OR 1/8" STEEL (33 KSI MIN.) #10GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" El PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER g HORIZONTAL SECTION.. 6 TYPICAL JAMB ANCHORAGE � WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC — 8200PVC HORZ. SLIDER NON -IMPACT Q Z : 4 Z p 0woQ Fw-c w ZO-z D'HZ O O ¢N.�.}3 .0o'E LL F-w zF-3g= z Z=2¢=wO.o O OF-Od<='m Z pO00�DZZ�Uw , U ¢ ~Zu-LZ0LL:0 � mc)—z0i w LL V)owow LL.rna 0�V)F- _~Q w3w n cr: a No 58201 :?) Ot• STATE OF 912212017 LUCAS A. TURNER, P.E. \ FL PE # 58201 PERIMETER. SEALANT —r 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941-380-1574 C HORIZONTACSECTION 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. UP TO AND INCLUDING A BOX -FRAME APPLICATION iS ACCEPTABLE PROVIDED: DRAWN BY: DATE: ADE 10/13/11 MIN, 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED OWGP: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-486t C SHOWN FOR FLANGE WINDOWS scALe: SHEET 12 6OF6 Florida Building Code Online Page 1 of 2 a BCIS Home Log In, User Registration Hot Topics Submit Surcharge I Stats& Facts i Publications F6C Staff I BCIS Site Map Links Search Fiontla _. r Product Approval USER: Public User Product Approval taeau > Product or Application Search > Application tig > Application Detail j D< ie FL # L16177-R2 vrr Application Type Revision Code Version 2017 Application Status Approved Comments Archived G 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 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 Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE G Validation Checklist - Hardcopy. Received FL16177 R2 COI EvalReoort812C.ndf Standard AAMA/ W D MA/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Year 2008 2005 2009 1994 http://www.floi-idabuilding.orc,/pr/p)•_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/ 14/2017 Florida Building Code Online Page 2 of 2 J Sections frory the Code J J J J 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 it Model; Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8'100 PVC Single Hung Impact Resistant window. Limf s of use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 II CWS-812C.Odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. FL16177 R2 AE EvalReport812C.pdf 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 ills :; 2601 Blair Stone Road. Tallahassee. FL'32399 Phone; 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida, ; Privacy Statement :: Accessibility StatemenE :: Refund Statement Under Florida law, email addresses are public records. If you donot want your e-mail address released in response to a public -records request,do notsend electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, .please contact 850,487.1395. -Pursuant to Section 455.275(1), Florida Statutes,. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval. Accepts: .J n eClrl� .......................................__._..... Credit Card Safe littp://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017 -1 T URNER J ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 342§8 Ph, 941-380-15.4 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 b 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`"' 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-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201 /202/203 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/1;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-.09OPVB-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. 17-0206.1Of 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. 1ttitttjt RE t�+r Lucas = No 58201 Turner ' - 2017-08-30 ' � SS w STATE OF tuc 16:11 +20; 00 10. ` Q, r' 8/29/2017 A t•'�,.', Lucas A. Turner, P.E. FL PE 458201 53 118" MAX. OVERALL FLANGE WIDT —51 7/8" MAX. UNIT WIDTH- 47 11116" GLASS DLO, — A -�— I MAX. OVERALL I I FLANGE HEIGHT B p t 61 314' 1 MAX. UNIT HEIGHT 30 3/i6" i HEIGHT I_ m TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS :....1 GLAZING DETAIL ........................ 2 / SECTION VIEWS .................................3 (\\ EXTRUSIONS. & B.O.M........................4 ANCHOR SCHEDULE & NOTES.........5 INSTALLATION DETAILS....................6 A- - 45 1116, — GLASS OLD 48 3/8' — MAX. SASH WIDTH A GLASS DLo GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN ISDESIGNEDAND 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 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: "O/X". SINGLE HUNG 4, DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER a INFILTRATION TEST PRESSURE AND GLASS TABLES io w�' a.w.O ASTM E-1300-04e01/09. w�} O� 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED 'o ZyKkzl- Fri � W:� Z O0 3 � CO IN THE DESIGN OF THIS PRODUCT.. SEE SHEETS FOR ANCHOR z x,2 ¢ a, w O DETAILS, WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O I- O Lj 4 =,F W 0)ai ANCHOR CALCULATIONS. a Z : Z N= 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢. I- - w M O O' z NOT REQUIRED. �' O � � t=-'Z - 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w O O U) o w U) w USED AT FIXED MEETING RAIL AND JAMB. z = wa 0 � in m S. SERIES ! MODEL DESIGNATION-'SH-8100. � CL _ ~ w u w y wa 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING. X = OPERABLE SASH, 0 = FIXED SASH "O `.�,.tP ,. RE lG %- 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN SIMILAR LOCATION. 58201 11. EXTERNAL WEEP SLOT = 1/4" x 1-114" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE IMPACT RAZING RATING 51-7/8" x 61-3/4" t/- 70 PSF LARGE MISSILE IMPACT 010 LucasTurne r 2017-09-22 13:36-04:00 9/22/2017 LUCAS A7TURNER, P.E. FL PE'# 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-360-1574 iEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS ZAWNBY: DATE: BAT 06/18/12 VG#: REV.: CWS-812 c ;ALE: SHEET 1:15 1 OF 6 L 1900 SW 44TH.AVE, OCALA, FLORIDA34474 WW W.CWS.CC 81QO PVC SINGLE HUNG IMPACT c z 3�' a 1= 0w,o wwF--po H w z O.z K)_.Z 71W OVERALL INSULATED GLASS 718" OVERALL INSULATED GLASS Z 0 Z = 2 Q W:p 0 0 1-'.O cj =S c 1/8" ANNEALED OR TEMPERED 11V ANNEALED ORTEMPERED0 Z �.I- Z Z N 7/16" AIRSPACE - 7/16" AIRSPACE Q 0 :D O z Z pw.0 I- -u 5116" LAMINATED GLASS 5116" LAMINATED' GLASS y tY F W�oSOZ § 0 I' I- F- Z 0}��0,z 1 /8" ANNEALED 118".ANNEALED K Z N w N 00 J cQ H .090" PVB INTERLAYER BY DUPONT A90" PVB INTERLAYER BY DUPONT 0 w F-..a a 0 W V) 118" ANNEALED 118" ANNEALED a i OUANEX DURASEAL- SPACER ER ] gOREW 'It, GLAZE"H" OR SIKAFLEX 552 ��`' `ryPURFECYGLAZE"H"OR8IKAFLEX552 ♦ 9••'No V-OUAN'DURASEAEIG 582D11/2• GLASS BITE 1112 GLASS BITE' *.� ,3;�•_ STATE OF SASH LITE 9/1212� LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941.380-1574 GLAZLNG DETAILS BAT 06/18112 DWG P: REV.: CWS-812 C SETTING BLOCKS PER FBC>2411:3.3,1 SCALE: SHEET 1':1 2'OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. FLQRIDA 34t74 '.. 4 3 - 53 381315 WAW.00ALA,C , 8'f 00 PVC SINGLE HUNG D IMPACT 0 M374' 45 W Q Z Q Z' Zwo 32 ZSZQ-.WQp � 3 14 54 SECTION:B-B D o p F-.Q V Qd Z ? Z 54 NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SASH SECTION VIEW.'> z C7 z o O LL z O � - SHOWS w r Zvi w cc ol00) nowcnw D_ 14 39 a w..H O �. w. a�.:a rn 40 .....__ 8 4NTERIOR ' pNrbrrrry 3��a'`�p10REW lG��+ 9 .gyp .y�GErySF 'Qy'+'. 58201 '�-;c 53 14 65 10 66 62 32 z 3 3 9/22/2017 18 6 LUCAS A. TURNER,P.E. 2 a FL PE # 58201. 3 1239 JABARA AVE, 30 NORTHpORT, FL 34288 PH. D_ 0.1574 SHEET DESCRIPTION: SECTIONVIEWS SECTION A -A DRAWN BY: DATE: BAT 06/18/12 DWG.N: REV.: NOTE: ITEMS. NOT ..SHOWN 'FOR CLARITY: CWS:-812 C 20, 25-26, 363T, 44, 51-52, 55-56, 64; 67-68 SCALE SHEET 1:2 30F6 C VENDOR MATERIAL LIST Head Mikron Vinyl Sill Mikron Vinyl GJb. Mikron Vinyl R. Jb: Mikron Vinyl Keymark Alum 48 1 P-3352 1 Sel. Ulk., 85 Uu6, 716" X 5/6- x.2" Lg., F.-Lowe KUDDer P3881 Temporary Lbl. (NFRClDP) P3613 CWS Lbl. Qogo) Pro Label Sash SEE SHEET2 GLASS r Fixed SEE SHEET 2 GLASS P-3281 Spacer Duraseal P3218 Screen Frame, Hodz. Allmetal Alum P-3218 Screen Frame, Vert. Allmetal Alum 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P3581 Screen Cloth, 18 x 16 Fiberglass Bettenue Fiberglass 66 P3228 Screen Spline, .155 Dia., BIk.I Dapa Virryl 74 1 P-3541 "X 1/Z', Van Head, Itl( t-aslenal LINE ITEMS NOT USED: 5, 7, 11, 15-17. 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. / 9116 3 1116" REINF., IMPACT HOOK-1112 1 5/16" 0 7I8" v16" PVC SASH STOP -6025 3!4" 3116• 13 1/16" REINF. S.S.RJS.S.R. - 1498 PVC .SASH .BTM. RAIL-6028 1 3/16"-}�-� �I 1 1 518' 1/16" PVC SASH SIDE RAIL -6004 18 Ins" PVC SCREEN CATCH - 6013 3!4" 3. 15l16° REINF. BTMRAIL-1699 0 3116" b O 1 5116" 6 _718" 1l16" 5• IMPACT HOOK S-1577 2 3f16° e 1 518" tLL111 VIV- PVC.SASH TOP RAIL-6027 i 2 18" 1116" FIXED RAIL-.. 1836 9/77I16" 1 5/16• I 64s^ PVC FIXED RAIL COVER - 6063 518" 1„ n- 9 L 1/16` REINF. TOP RAIL-1497 FRAME CORNERq�/Jw CONSTRUCTION \S!(5tltil)l6CmULlll jJ/j1 WINDOW SYSTEMS t],� 1900 SW 44TH AVE, OCALA, FLORIDA 34474 vVWW.CWS.CC 8100 PVC - .CORNER WELD (ALLSIDES) SINGLE HUNG 9:8 IMPACT Q F- Z - QzIS owo ¢wp.W 3 zNy zw U. o�3m 1¢-w�ZF-3g.= zz FIXED MEETING RAIL p z to n 0. SCREWED TOGETHER WITH OUTERBRAME ZZ Q p z: U vJ Z U— F w g.0 O LLL Z Q c�O�F� >- LD 2 Z U) Lu N 0 w O W a O — x IY O En 0 wF-� N 1 1/8"y 5C16"7 19 PVCSCREEN SUPPORT - 6014 114"- !-- 14 17"- PVC GLAZING BEAD-6064 112' 3716' rp o SCREW SUPPORT-3113 IL �a it Ins. r �- LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT; FL 34288 PH, 941380-1574 BOM AND EXTRUSIONS I BAT 06118/12 lG R: REV.: CWS-812 C ALE:i6. 1:2 SHEET 4OF6 6" MAX. (rYPJ 17" MAX: O.C, (nPJ_ 6- MAX. (fYR) I I: 1 - - -- - - - - ( 1 SEE NOTE WINDOW SYSTEMS �- 19W SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC 10 1/2" 1 1 MAX. O.C. SINGLE HUNG OYP> O IMPACT INSTALLATION ANCHOR (TYP.) a: �w0 1 I t 1 Z Wltl nO wkzw w zOz 1-- a uj Z Z=i<wwoo. U Uf/7~Z4.Pfn.O- 4"(TYPJ I I Z ZO U`'.-Z1-t,to f :.I 4 ZV�Z0 U. F-1-1w,u00.u-Z Y ()uj H z x ..� f.. z tD uz^ MAX. (TYP:) D: Z0W(0Ow�W ,:2 K p N 0 0 a 0 wl-O n.x } � It w3w -t 4" (tYP.) NO ANCHORS REQUIRED IN SILL No 58201 41 3 ANCHOR LAYOUT - (FLANGE) �9 STATE OF tuz NOTES: 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 114". 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 6. 9/22/2017 LUCASA. 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 BE PROTECTED TO PREVENT REACTION. FL:PE:# 58201 1239 JA13ARA 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. 941-3.80-1574 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 INCLUDEBUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENTER-TO-CENTER •SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, T' FOR WOOD AND METAL. DRAWN Y: DATE: BAT 06/18/12 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. Dwcu: REV.: SUBSTRATES' SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-81� C 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BEDONEBY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLET MIN. EMBEDMENT - MIN. EMBEDMENT SEETABLE1 1/4" MAX. SHIM ..SUBSTRATE BY OTHERS SEE TA 1 cl-Yfa1JLi'11Vm �/ (�'�j WINDOW SYSTEMS 111J/1 1900SW 44TH AVE. OCALA, FLORIDA34474 WWW.CWS.CC PERIMETER SEALANT SEE TABLE 1 - MIN. EDGE DIST. <$'� OQ. PVC BY NSIDETAND SEE TABLE SINGLE HUNG OUT ANCHOR- SEALANT BEHIND — SEE TABLET IMPACT IMPACT FLANGE BY INSTALLER 1l4" MAX. SHIM ' Q Z Z wiclOWO Ncic1W-pn. ZO.ZTT O-'-.ZIW_-. PERIMETER SEALANT BY INSTALLER Z Z 4 Of Ill O O INSIDE AND OUT ,0 O .p1- U F a 0 INSTALLATION' ANCHOR SEE TABLE 1 °SEALANT BEHIND 0 _. � Z Z_.P ca 0- -- FLANGE BY INSTALLER O. Z.0 C6 Z 0 U ~'S_Q 111 O O Z / n 1 HORIZONTALSECTION s} - z I CONTINUOUS DOUBLE 3/16" BEADS OF U1600 SEALANT 8 TYPICAL JAMBANCHORAGE W 0 O: } O �O z. U) PERIMRTREMGLAZEAT ALL INDICATED FOUNTS FRAME $YINSTALLER. LL W O � U N BETWEEN AND BUCK 0 _ W-=�W r 114"MAX. SHIM 0. ~ � w a. SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN, EMBEDMENT BYINSTALLER SEE TABLET INSIDEAND.OUT SUBSTRATE BY OTHERS - SEE TABLE 1 .MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE. MINI EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN:) 3116'.ITW TAPCON 1-112" 1-118` HOLLOW -OR G - 2" NCRETE (2.85 KSI MIN.). 3/16" ELCO ULTRACON. 1" 1"' GROUT -FILLED C - - - 2'- 2XMIN. SOUTHERN. PINE (G=0.55) OR IPM ULTRATAPCOC OR ELCO ULTRACON 1 3/8' 7/8' 2X MIN. SOUTHERN PINE (G=0.55) 1#10 WOOD SCREW 1-3is, 711. 16 GAUGE (0.060")MIN. STEEL STUD (33 KSI YIELD MIN) 010-16 HILTI KWIK-FLEXORITW. TEKS SELF -DRILLING SCREW FULL THREAD THRU 0,060' 7/16' 11F ALUM. (6063-T5 MIN.) OR Il8" STEEL (33 KSI MIN.) #10 GRADES SELF -TAPPING! DRILLING SCREW FULL THREAD THRU 0.125' 7116" 9/22/2017 LUCAS A. TURNER, R.E. FL PE # 58201 PERIMETERSEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL34288 INSIDE AND OUT PH. 941-380-1574 r� HORIZONTAL SECTION \_ 6' BOX FRAME INSTALLATION SHEET DESCRIPTION: - HEADAND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAwN BY:, I DATE: BAT 06118112 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED o G6: R v.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, CWS-812 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. scALE: SHEET 1:2 6OF6 L