The URL can be used to link to this page

Home My WebLink About218 Friesian Way - BR18-004522 - WINDOW REPLACEMENTCITY OF k40 FIRE DEPARTMENT NOV 13 2018 Building & Fire Prevention Division PERMIT APPLICATION Application No: I ' - V __ X 1 1 Documented Construction Value: $ 8,227 Job Address: 218 FRIESIAN WAY SANFORD, FL 32773 Historic District: Yes NoR Parcel ID: 18-20-31-505-0000-0770 Residential Commercial Type of Work: New[] Addition[] Alteration[] Repair Demo Change of Use Move Description of Work: REPLACE ® WINDOWS NON/IMPACT. SIZE FOR SIZE. Plan Review Contact Person: LINA Title: PERMIT MANAGER Phone: 954-7924415x243 Fax: 407-4728380 Email: eN-trtdopermltsr@fhaproducts.com r " A-C Property Owner Information Name DEAN, NORELIS ; DEAN, RICHARD Phone: Yr, Street: 218 FRIESIAN WAY City, State Zip: SANFORD, FL 32773 Resident of property?: OWNER 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 Bonding Company: N/A Address: N/A E- mail: N/A Mortgage Lender: Address: N/A 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. 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: 6"' Edition (2017) Florida Building Code A Q Revised: January 1, 2018 Permit Application 11 { ,V t` s 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 ofthis 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 ofthe property of the requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment ofa plan review fee at the time ofpermit submittal. A copy ofthe ezecated 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 TCC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the exam ed contract exceed the actual construction vdue, 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 in coinpliance with all applicable laws regulating construction an zoning. r., nature of er/Agent Date Si o /Ageat Date VL Of Print J Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories; New Construction: Electric - # ofAmps Plumbing - # ofFixtures Fire Sprinkler Permit: Yes 0 No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: UTILITIES: 9M WASTE WATER: Revise& ]ammy 1, 2019 PwaitApplicaYion i SEMINOLE COUNTY MULTI JURISDICTIONAL 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 The specific permit and application for work located at: 218 Friesian Way, Sanford, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Wayne T. Burnett State License Number: CGCA189g Signature of License Holder: STATE OF FLORIDA COUNTY OF Scrwln The foregoing instrument was acknowledgedbefore me this _ day of .&!/ , 200 , by a/ , ri C6 k who is)P personally known to me or wJio has produced as identification who did ( did not) take an oath. Paul Norman Notary Pudic Pav Pue4 Na ``55tateo#' Florida 5, y Commission Ex0fes 11012a2Q OF Commission No. FF 97448 cv l Ulin t, rint or type Notary )name Notary Public - State of Commission No. My Commission Expires: SCPA Parcel View: 18-20-31-505-0000-0770 r Page 1 of 2 Al Ps, sCMWOiC OOVNrY, FRAr2>an Parcel Information Property Record Card Parcel: 18-20-31-505-0000-0770 Property Address: 218 FRIESIAN WAY SANFORD, FL 32773 Parcel 18-20-31-505-0000-0770 Owner(s) PEAN, NORELIS - Tenancy by Entirety EAN, RICHARD - Tenancy by Entirety Property Address 218 FRIESIAN WAY SANFORD, FL 32773 Mailing 218 FRIESIAN WAY SANFORD, FL 32773 Subdivision Name BAKERS CROSSING PHASE 1 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2011) F" 70505D50 5D 50 5437 5069 L!- 8 $069 FRIESIAN WAY 50 50 50 50 50 50 50.48 50.69 50 50 50 50 50 50 $0.58 5063 60:1 I60 60 60 60.15 60,76 — 6o.63 5063 Legal Description LOT 77 BAKERS CROSSING PH 1 PB 60 PGS 27 - 29 Taxes Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings® 1 137,463 1 125,916DepreciatedBldgValue Depreciated EXFT Value Land Value (Market) 37,000 34,000 Land Value Ag — Just/Market Value " 174,463 j $159,916 Portability Adj Save Our Homes Adji 66,494 54,168 Amendment 1 Adj 0 P&G Adj 0 0 Assessed Value 107,969 105,748 Tax Amount without SOH: $2,257.00 2017 Tax Bill Amount $1,225.00 Tax Estimator Save Our Homes Savings: $1,032.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 1107.969 T 50,000 25,0001 57,969 82,969Schools107,969 City Sanford SJWM(Saint Johns Water Management) — 107,969 1 107,969 50,000 50,000 57,969 I 57,969 County Bonds 107,969 -- 50,000'— 57,969 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED SPECIAL WARRANTY DEED CERTIFICATE OF TITLE 8/1/2018 9/3/2009 f4/1/2009 09195 07247 07175 1341 47F-o3 6 228,000 f Yes 147,000 ; Yes 100 ; No Improved Improved Improved QUIT CLAIM DEED i 8/1/2005 Ei 05880 1837 100 No Improved WARRANTY DEED 1 8/1/2002 04517 1813 i 147,500 Yes Improved WARRANTY DEED 2/1/2002 04334 1890 S 390,000 I No Vacant Find Comparable Sales Land E Method Frontage Depth Units Units Price Land Value 37,000.00 $37,000 Building Information j Is Bed/Bath count incorrect? Click Here. http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=l 8203150500000770 10/8/2018 SCPA Parcel View: 18-20-31-505-0000-0770 Page 2 of 2 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=l 8203150500000770 10/8/2018 REQUMDuTsmcm Footer Setback Stemwa-11 Fbundatfmi / Form Board..'Survey Slab-/*M-ono S-Tab-Prepour Lintel / Tie Beath / Fill Down Cell' hS -eathffig-L W- alls- 1 Sheathing-L, Raof. I Roof Dry I.b. Frame insulation Rough in iFirewall S*Gr'ew Pattern Drywall / Sheetrock Lath Insedtioja Final Solar Final Roof Final Stucco. I 'Siding Insulation P*m61Final Utilit, Bm Lrding- Final Door Final WfncTc,w Final Screen.Room Final.. Pool Spreen Enclosure. Mobile Home Building' Final Pm - Demo Final Demo Final' Single 8-arniT3- Residence, Final. Building (Other) ON. SEQUF,Ncm Address: 060 1-4. mn Keetac. Underground Footeif Slab Steel Bond Electric Rough T. U.Q. Pre- P6wer Final Electric Final Minn max. lrmspe6fion 11Descid2flom g Uiderground Plumbing Sewer I' Plumbing Tub Set' Plumbing Final Mn Max Mmsgechop Drescripti . olm Mecham" cal Rough Mechanical'. Final Mft Max I ]rIms Gas Underground - Gas Rough Gas. Final Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018128613 Book:9247 Page:970; (1 PAGES) RCD: 11/13/2018 8:47:35 AM REC FEE $10.00 THIS INSTRUMENTPREPAREDBY - Name: BARBARA ESPARZA Address LORIDA HOME IMPROVEMENT ASSL C k303d SUNPORT OR. 4401_ ORLANDO FL- 32R NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. ParceliD Number: 18-20-31-505-0000-0770 The undersigned hereby gives notice that improvement wAl be made to certain reel property, and in accordance with Chapter 713. Florida Statutes, the following irftrmadon is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT_77 BAKERS CROSSING PH 1 PB 60 PGS 27 - 2 L 218 FRIESIAN WAY SANFORD FL 32773 GENERAL DESCRIPTION OF IMPROVEMENT: WINDOWS OWNER INFORMATION: NameL DEAN NORELIS . DEAN RICHARD Address: 218 FRIESIAN WAY SANFORD, FL 32773 Fee Simple Title Noldar (f other than owner) Name: N/A Address: N/A CONTRACTOR: Name; FLORIDA HOME IMPROVEMENT ASSOC. Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312 Parsons 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 WA of To receive a copy ofthe Lienor s Notice as Provided 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 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 1 ND TO OBTAIN FINANCING, 'CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCI , WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties perjury eclare at I have read the foregoing and that the facts stated in itare true to the best o know ge and bat R 49 1 Qwru>'s5r mtUire Owners med Name d bYatuCe 713 48(1)(p): •The must sign iho nolke of co n mmnerd and no onesba mtar be pwnftd to alp Inhie orher stoEQ, Slate.of County of` The foregoing Instrument was acknowledged before me this 6 day of by 222 % tt--j [fs/t . Who is personally known to m 4ZNNameurpersonmakingstatement ORwho has produced Identification type of Identification prod/d: _ Q``'cFx0dVI \o1r O00 `-1 Q o QTp Ole i 9m5 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form gUILD Lc 1 8- 4522 Permit # Project Location Address 218 Friesi SA/IpcRD 0 A / 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.ora. 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 REVI D Sliding Sectional PLANS EMMINcri Roll Up Automatic Other 2. Windows Single Hung CWS 8100 SERIES zL4091.1 Horizontal Slider Casement Double Hun Fixed SANFOR BUILDINa DIVISION Awning T ISSUEE SHALL BE CONSTRUED TO BE A Pass Through LICENSE TO PROC ED WITH THE WORK AND NOT AS Projected ASIDE ANY OF TH PROVISIONS OF ,rHE TECHNICAL Mullions CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Wind Breaker RE TI N OF ERRORS IN PLANS. Dual Action CONSTRUCTION OR VIOLATIONS OF THIS CODE Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including 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 t 4 €r sg SHEET 1/4/2018 Florida Building Code Online kP 9.iP.: i«.5 7•4R...'ia...,. :: ..,.a.,pL..w...., BC15 Home ! Log in User Registration o-./. Hot Topics Submit Surcharge Stats & Facts CAa ... ..-5.._., i. Publications FBC Staff I 8CIS Site Map I Links Search rid. n) Product Approval aslj,.wa, USER: Public User 3 Product Approval Menu > Product or Application Search > Application List > Application Detail K FL # FL'4091 R8 r 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. Urich, PE V. Validation Checklist - Hardcopy Received Certificate of Independence FL4091 R8 COI EvalReport154F.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By htto://www.floridabuildino.ora/or/or aoo dtl.asox?oaram=wGEVXOwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 1/3 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 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 At Model, Number or Name Description 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung I L1m1 s of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-154F.pdf 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 RS AE EvalReport154F.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 II CWS-485C.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 Vinyl Single Hung, OX, Max. size S2" x 71", FL4091 R8 AE EvalReport485C.Ddf 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. i Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-442C.odP 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. Hid. & Sill, Max. size 72 7/8" x 61 3/4", FL4091 R8 AE EvalReDOrt442C.Ddf ASTMDP +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 EvalRebort492C.pcif 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 — 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-293D.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies I FL4091 R8 AE EvalReDOrt293D.pdf with ASTM E1300-04, 1 Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CoEvrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, "Pursuant to Section httn•//www Br)ridahuildinn. ora/odor aon dtl.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. 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 apersonaladdress, 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: Credit Card Safe httr)://www.floridabuildina.ora/Dr/c)r aDD dtl.asDx?Daram=wGEVXQwtDquz931%n2b4g5faHJ3x%2fpCz8Ew7OMgl_Id528M%3d 3/3 T T TT-) L-) ENGINEERING & CONSULTING, INC. 1239 .labara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 154F August 28, 201.7 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 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements ofFAC 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 -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. 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 m 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 I--Iurricane Zone Requires glass as shown in CWS-154F Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-I 54F 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. 1t{Iiiitit Lucas 10 52j1 '' 8/28/20175 Turner 2017-08-30 Lucas A. Turner, P.E. 15:58+20:00 p y :' Z FL PE #58201. STATt OP o n t;, f Ai 0 SINGLE HUNG - NON -IMPACT SHOWN WlDIFFERENT OPTIONS) 54 318 MAX OVERALL 54 3 8" FLANGE WIDTH MAX OVERALL 531/8" MAX. UNIT WIDTH FLANGE WIDTH j (-- 4815116' — GLASS DLO I 53 1/8MAX.UNIT WIDTH i A 48 15116' --jGLASSDLO MAX. I 33 506" 69 1/2' I O I I GLASS MAX IFLANGE HEIiHT B I DLO OVERALL B FLANGE O 33 5/16" LASS MAX HEIGHT DLO UNIT 1' ' 68 114" HEIGHT I MAX 3611I16" UNIT T— HEIGHT MAX.XI S IGLASS MAXSASHSASH 1117i8" GLASS HEIGHTI L , I I DLO t-1 I I HEIGHT. i ? _ DLO A --I6 46.5/16" — 46 5l16" GLASS DLO GLASS DLO EQUAL SPLIT 5 HI SASH ORIEL 54 318" MAX OVERALL FLANGE WIDTH j-- 53115' ---IMAX. UNIT WIDTH ir-- 4815/16" GLASS DLO 63 5115, MAXOVERALL 335l16" FLANGE j O GLASS HEIGHT DLO 62 V16" MAX uNIT r HEIGHT 24 i 2011/1S" x SSSASH114DLOMAX I-- 46 5116" --: GLASS OLD 60/40 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.....................6 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVIN1DOVV SYSTEMS10COMPLYWITHTHEFLORIDABUILDINGCODE (FBC). CURRENT EDITION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WWW.CWS.CC 3. CONFIGURATIONS: "O/X'. 8100 PVC, 4. DESIGN PRESSURE RATING (SEE SHEET 2): SINGLE HUNGNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. NON -IMPACTPOSITIVEDESIGNLOADSBASEDON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES a z Q ZASTME-1300-04e01109. S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED z w, pw `J 0 C z00wZ_ x tw tINTHEDESIGNOFTHISPRODUCT. SEE SHEET 6 FOR ANCHOR FACTOR Z O DETAILS. WINDLOAD DURATION Cd=1.6 WAS USED FOR WOOD w Z 3ANCHORCALCULATIONS. O O r O a a w p pZax-r 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE p0 Z w I- Z HSYSTEMISREQUIREDINWINDBORNEDEBRISREGION. ZI p C7 U t6m U — 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT Q p:K 2izOpu'Z Q O w - = D - w L) USEDATFIXEDMEETINGRAILANDJAMB. Q Cr >-r O wOwOIY(n 0w 0w 8. SERIES I MODEL DESIGNATION SH-8100. o% z w 0 , Co I- aaCo9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: p w IL wlx-0 a LU ww 10 X = OPERABLESASH, O =.FIXED SASH 10. SECTIONCALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, iPT, OREtV G E 14g.,Q,. 11. EXTERNAL WEEP SLOT = 1/2'• X 2-112" LOCATED 4" FROM BOTH ENDS. 58201 ..,p L yo: STATE OF :Uj Lucas Turner 2017- 08- 30 17:10+ 20:00 CONFIG. MAX. UNIT SIZE I 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 4 8/ 29/ 2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941- 380-1574 GENERAL NOTES AND ELEVATIONS BAT 04/ 29/08 VG C: REV.: 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.) 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 50/-75 50/-75 50 / -75 50/-75 50/-75 50/-75 50 / -75 50/-75 50/-75 50/-75 50/-75 39 1/2 19 50 / -75 50 / -75 50/-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 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 47 1/2 23 50 / -7S 50 / -75 50 / -75 50/-75 50/-75 50/-75 50/-75 50 / -75 50/-75 50 / -68.9 50 J -66.2 51 1/2 25 50 / -75 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 50 / -71 50 / -63.6 50 / -6l 55 1/2 27 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50 / -69.5 50 / -62.1 50 / -59.5 59 1/2 29 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50 / -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 J -57.3 SO J -54.8 65 1/2 32 50/-73.2 50/-69,1 50/-68 50/-67.4 50/-67.3 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 SD / -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 50/-59.9 50J-55.6 50/-54.1 50/-53 50/-51.8 50/-51.7 50/-51.7 50/-51.7 50/-51.7 50/-51,7 76 37 1/4 50 / -58.5 50 / .54.1 50 / -52.6 50 / -51.5 50 / -50.2 50 /--50 50 / -50 50 / -50 50 / -50 50 /`-50 i- 718" OVERALL VB" ANNEALEDI 518" AIRSPACE I 118" ANNEALED 1 I I I 48 SIKAFLEX 552 ORPURFECTGLAZE"H" i12- GLASS BITE qo GLASS TYPE A I--- 718" OVERALL F-3116' ANNEALED 1/2" AIRSPACE JI 3116" ANNEALED SIKAFL552 OR nnPURFECTRFECTGLAZE "H" q GLASS TYPE B NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 112" GLASS BITE 7/ 8" OVERALL 118" TEMPERED 5/ 8' AIR SPACE 118" TEMPERED GLASS TYPE C SIKAFLEX 552 OR PURFECT GLAZE"H" 112" GLASS BITE 7/ 8" OVERALL 3116" TEMPERED 1/ 2" AIRSPACE 3/ 16" TEMPERED SIKAFLEX 552 OR PURFECT GLAZE W vo GLASS TYPE D 1/ 2" GLASS BITE cmgm- WINESOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWNl. OWS:CC 8100 PVC SINGLE HUNG NON - IMPACT a z 3 Qz3: I- o w 0 o w- co w zozz =t-Z - o ¢ w>-om3m_ z zwMQwujo= wp0O ONOZaFwm z ZO DZj' 1-z-0Wai p 9O6Z 4 w -=O_ wm>. o~zv w O mwowmw it Z/nw 0J01- a rn w W3wIn CL = a a 58201 0_ :C_' X 9 " STATE OF10. 1 f- 18/ 28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380- 1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAILS DRAIMNBY: DATE: BAT 04129/08 DWG#:REV.: CWS- 154 F BCA E: SHEET 1:1 2 OF 6 INTERIOR SYSTEMSWINDOWSYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 a5 32 SIIa 3) 6 365 34 5 WWW. CWS.CC I t17 Upp( mo SINGLE HUNG o NON - IMPACT I n v wz0D:Woo0 33)163 o Z QZ81u= 10-g0 >2P0VC m 5 61117 4) O O I- O SECTION B-B o Z N ai 53- NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, 4 z RIGHT SIDE SHOWS SASH SECTION VIEW. a3 zQr z vrUi w D' < o OO uTi0wEnw z0Jcf) I to p Wt o D.0 Y n 71 278 Utinu r pT gl-. INTERIOR p`?.GENSFGp':r 9l N. 53201 8 i o STATE OF :41 29 SS fpN A, Et.a• sa 1s 65 10 602 46 69 y 48 8,28, 2017 q o 13, o LUCAS A. TURNER, RE. C' O FL PE # 58201 1239 JABARA AVE. 30 NORTH. PORT, FL 34288 PH. 941-380- 1574 i SECTION C-C ISHEET DESCRIPTION Q,1 ALTERNATEFINFRAMESECTIONVIEWSSECTION A -A DRAWN BY: DATE: BAT 04/29108. DWG#: REV.: CWS- 154 F NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 23, 25- 26, 31, 36, 37, 44. 51-52. 55-56, 64, 67-68 SCALE: SHEET 1:2 3 OF 6 PARTS LIST FRAME CORNER F' 31l6" ^ CONSTRUCTION 115116, 23116"- gj10) 39116" tlt6 _ 1116' 16" I CORNER WELD ALL. SIDES) PVC SASH BTM. RAIL PVC SASH MTG. RAIL 1:8 H-6028 H-6027 1 PVC FRAME FIN H-6026 37 t 1/2" - - nn05 3 119" ' 1 3n 6" --I_.-- r— O 1 ! _ SCREWED TOGETHER WITH FIXED MEETING RA L2 OUTERFRAME3 ^ 2 v8" v16' 1 g4` f1I--J 2 tvt6 U -Vt6" v16' i ! d PVC SASH SIDE RAIL FIXED MTG. RAIL H-6004 H-1836 PVC FRAME FLANGE H-6031 1 i/6" 1 118" 1 3Ig 5/16'' 1/2" t-.- 1 -,.- t9 18 t31i6" t—may t1-001116" I. I-1/i6 1116' PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP S-6014 S-6013 S-6029 V4 —+ I_ 3ft6' f 1 0 1 ) 14) 1" i 7 71g" 5 L t116" I 1116' L 16 1 REINF. SASH MTG. RAIL REINF- SBR/SSR H-1497 S-1498 PVC GLAZING BEAD 5-6064 1/2" 9/16' 3116"11 I T-- - I 3" - 1 t 70 5/i6" r - 1116" SCREW SUPPORT P-3113 PVC FIXED RAIL COVER S-6063AREALUMINUM6063-T6 UNLESS OTHERWISE NOTED. v WINDOW SYSTEMS t900 A, LOTH AVE. WWW. FLORIDA 3a47a www.Cv s.cc REM PART# DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Fig., PVC, Head Mikron Vinyl 2 H-6031 Main Fr„ SH, w/Fig.. PVC. Sill Mikmn Vinyl 3 H-6031 Main Fr., SH, vr/Flg., .PVC, L. Jib. Mikron Vinyl a H-6031 Main Fr., SH, w/Fl PVC, R. Jb. g., Mikron Vinyly 5 H-1836 Meet, Rail, Fxd, Keymark Alum 8100 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•6026 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bol. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R Keymark Alum 14 S-6064 Giz. Bd., 7/8",Fxd., Horiz. Mikron Vinyl 15 S-6064 Glz. Ed., 7/8",Fxd., Vert. Mikron Vinyl Q F w O wzO Ui Z w O 0 z Z? 4 z 3 o w O ¢ F z 0 z Z Z Q to 3 Y O w m O w z ~ $' _ z T Q 0: W 0 0O w O z 0- = Cn ¢ U (O Z 1- !!7 a 00 O L) 2 D U- z O ~r OP- w 2i O O" z25Sashw- O _ 27Lock, 0 r- 3 z28KeeOC'U)0wv)w30Weez = a X O mpwI- O a x >- 32Wstp., z aWw33Wstp.. 16 S-6064 Glz. Bd., 7/8",Sash, Horiz. Mikron Vinyl 17 S-6064 Glz. Bd., 7/8",Sash, Vert. Mikron Vinyl 18 S-6013 Scm. Adapt., wfNib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scrn. Adapt., PVC, Vert. Mikron Vinyl 20 5-6029 Sash Stop! Filler, PVC, Vert. Mikron Vinyl 24RP-2190Balance BSI Cam, PVC BSI Plastic 26Take Out Clip BSI SS Impact, PVC Interlock er. Im act, PVC Interlock 1 Zamac Co er vv! Flap Geer Plastic 0.27C x .187 back FinSeal, Gray Ultrafab 0.270 x .187 back FinSeal, Gray Ultrafab 34 P-3429 Wsip.. 0.270 x .187 back FinSeal, Gray Ultrafab NORE.'t' P5P cFNS •TG(?.,,` 6 No 58201 .'P STATE OF yoT •, p•: a c.- 0 • C F1u•' 0 •` 5/ON ACE:``+, nrrrrrv"1 1 ZZ 8/28/2017 35 P-3429 Wslp., 0.270 x .187 back FinSeal, Gray Ultrafab 36 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P 638 8 x 2-112 PH Mod. Truss Type A, Tek 2 Ajax Steel 38 P-3768 8 x 0.625 Ph PH SMS Hub City . Steel 39 P-4051W 8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264 8 s 3/4 FH PH w!#6 Head, TEK. Wht Hub City Steel 44 1 P-3342 ISeam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M8M Nylon 46 P-3438 sika lex 552 or Pu feet Glaze "H" Sika/Henkeil 48 P-3352 Set. Blk., 85 Dur., wS, x 5/8" x 2" Lg. F. Lo•:re Rubber 51 1 P-3881 Temporary Lbl. (NFRC/DP) 52 1 P-3613 ICWS Lb(logo) Pro Labeli. 53 Glass, Fixed (See Sheet 3) 54 Glass, Sash (See Sheet 3) 55 P-3281 Spacer (see sheet 3) Duraseal 56 P-3281 Spacer(see sheet 3) Duraseal LUCAS A. TURNER, P.E. I FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34286 PH. 941-380.1574 62 P-3218 Screen Frame,, Horiz. Allmelai Alum 63 P-3218 Screen Frame, Vert- Allmetal Alum 64 P-3321 IScieen Frame Corner Key Allmetal Plastic 65 P-3581 IScreen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., Bik. Dapa Vinyl SHEET DESCRIPTION: BOM AND EXTRUSIONS 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 69 H-6026 Main Fr„ SH, w/Fin., PVC Mikron Vinyl 70 P-3113 Screw Support for PVC T. Plastics Nylon DRAWN BY: IDATE: BAT 04/29/0871S-6063 Fixed Rail Cover Mikron Vinyl i LINE 6-7, ALL EXTRUSIONS DWG#: CWS-154 REv,: F ITEMS 11, 21-23, NOT USED: 29, 31. 41-43, 47, 49-50, 57-61 NOTE: jSCALE: 1:8 SHEET 4 0F 6 I L MAX. O.0 6"MAX, (TYF 6" MAX. (TYF TE 2 4" MAX. (7YP)- 4• MAX. (TYP.) 8IIMAX O.C. O TYP,) lft —t MAX, O.C. TYP.) i THRU FRAME ANCHOR MEETING RAIL AT FIXED MEETING RAII J r CENTERLINE (TYP.) 4- (TYP) 4- (TYP) X I INSTALLATION ANCHORS TYP. ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) WINDOW SYSTEMS L_—_ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ITE 2 VVWW .0WS.CC 8100 PVC SINGLE HUNG NON -IMPACT 4 Z : EZ INSTALLATION Z OW -J 0 Q I-Z- O wANCHORSTYP. III Z O Z xF- O n yOOf3.m w-w3zr-32x 0 O'Ob<W00Zali-U)0- O O O-ZjOrn006 C 0 w0M WOZ OCIKNOW OW Z (fJWa OJ U)F- o _~of W3wul o a x " N. 58201 :-53 3 '. STATE OF :411 O Qj cF•fC0RIvA•G= S70 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. f- 8/28/2017 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL 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 ORCOATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE it 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 W ITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 PH. 941-380-1574 SPECIFIED IN TABLE 1. SHEET 6. SHEET DESCRIPTION: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE 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. BAT 04/29/08 OWGa: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, 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 SCALE: SHEETFMA/AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMAIAAMA^NDMA 300(EXTERIOR DOORS) 1:25 5 OF 6 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE i SUBSTRATE BY OTHERS MIN. EDGE DIST. 114" MAX: SHIM -j ; - SEE TABLE 1 SEE TABLE 1 I 1 r SUBSTRATE BY OTHERS— — SEE TABLE 1 1 o MIN. EDGE DIST. l MIN. EMBEDMENT SEE TABLET PERIMETER SEALANT . i SEE TABLE 1 I '- BYINSTALLER INSTALLATION ANCHOR — INSIDE AND OUT / _ SEE TABLET I / SEALANT BEHIND O FLANGE BY INSTALLER ' I L 114" MAX. SHIM _ INSTALLATION SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETERSEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 114" MAX. SHIM NIIN. E.N,BEDI SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION. TYPICAL SILL ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMS ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS FRAMETYPE SUBSTRATETYPE ANCHOR TYPE MIN, EMBEDMENT MIN. EDGE DIST. FLANGE CONC ' 1" i•118" NGE HOLLOW OR GROUT -FILLED CM (117 PCF MIN.) 3/96" ITN TAPCON 1" FLANGE FLANGE GROUT -FILLED CMU (ASTM C-9D) 3116" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1.3/8" 713" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) N'10-16 HILT? KWIK-FLEX OR ITN TEKS. SELF -DRILLING SCREW FULL THREAD THRUD.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR - 1/8" STEEL (33 KSI MIN.) 410 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0. 125" 7. 116" FIN 2XMIN, SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-1/2" 1/2" MIN, EDGE DIST, — SUBSTRATE WINi3e^.YY SYSTEMS Ilti /I SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 114' MAX. SHIM—^j WWW.CWS.CC 8100 PVC i SINGLE HUNG MIN. EMBEDMENT I SEETABLEI NON -IMPACT Z d O PERIMETERSEALANT Z W D O Q IW- O uj n BY INSTALLER W Z pZ F Z I - Lim I INSIDE AND OUT C 0 >- O K 3 m L INSTALLATION ANCHOR Z Z M 2 C Cf 0 pSEETABLE1OOI- O Q= r MJ SEALANT BEHIND O U 1/7 z a~ mo d FIN BY INSTALLER Z p L9 S Z j U In C HORIZONTAL SECTION K I-- Z p Z O '1 p 6 TYPICAL FIN ANCHORAGE a 2 O F OZHEADANDSILLSIMILARFORFININSTALLATIONOQ } S ?: p apLLI0 Q.. Ox } W 3 WaaIYa Ot aORE4;h N. 58201 STATE OF :W G S10NA": u 8/28/2017 PERIMETER SEALANT— '-" BY INSTALLER INSIDEAND OUT p HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SHEET DESCR O SIMILAR.FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVALNOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DA16: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: I BAT 04/29/08 PAIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED FDWG I INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-154 F PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE. SHOWN FOR FLANGE WINDOWS. SHEET 1:2 i 6 OF 5 LUCAS A. TURNER, P.E. FL PE # 582D1 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DESCRIPTION,