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WS-16-3114Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -11-16-3114 PPermit Type: Windows/Shutters �; 1 ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date:11/21/2016 Expiration: 05/20/2017 Parcel Number Applicant 9405 NW 2 Avenue Miami Shores, FL 33150- 1131010330670 Block: Lot: RUBEN PAREDES LUCIA L MES Owner Information Address Phone CeII RUBEN PAREDES LUCIA L MESIAS 9405 NW 2 Avenue MIAMI SHORES FL 33150- (305)562-6439 9405 NW 2 Avenue MIAMI SHORES FL 33150- Contractor(s) FLORIDA HOME IMPROVEMENT Phone (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 15,815.00 0 Type of Work: REPLACE 8 IMPACT WINDOWS No of Openings: 8 Additional Info: REPLACE 8 IMPACT WINDOWS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fe& Scanning. Fee Technology Fee Total:t Amount $9.60 $2.70 $2.70 $3.20 $180.00 ' $9.00 $12.80 $220.00 Pay Date Pay Type Invoice # WS -11-16-62061 11/15/2016 Credit Card $ 50.00 $ 170.00 11/21/2016 Check #: 32019 $ 170.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the pertainingthereto and i accepting this permit I required for'ELECT-I OWNERS AFF constructs issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations st id conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In s ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. -Foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating re, authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy November 21, 2016 ate November 21, 2016 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-271155 Permit Number: WS -11-16-3114 Scheduled Inspection Date: December 3,31 2016 Inspector: ' dry, Owner: LUCIA L MESIAS, RUBEN PAREDES Job Address: 9405 NW 2 Avenue Miami Shores, FL 33150 - Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)562-6439 Parcel Number 1131010330670 Phone: (954)792-4415 Building Department Comments REPLACE 8 IMPACT WINDOWS 1 Infractio Passed Comments INSPECTOR COMMENTS False Passed cc Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments December 22, 2016 For Inspections please call: (305)762-4949 Page 17 of 32 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED NOV 15 2016 BY- FBC 2019 S --I-V\ Master Permit No. WS t -3114 Sub Permit No. ▪ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL ▪ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 940 S /z -t) Z ck, ►.q_ City: Miami Shores County: Miami Dade Zip: .6 (5Q Folio/Parcel#: 1 3101 - 0 33 • p cel 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): - LU GIG 1`iQ c25iG� Phone#: '�o5•ScoZ'%ly Address: 5%4 c) S # i.) Z Q' -Q City: 1-'UUG' L `•Nishr-QS State: 12, Zip: 1 S O Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: 954-7924415 City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A city: N/A State: N/A Zip: N/A I Value of Work for this Permit: $ I Si?) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace Description of Work: REPLACE :=L--.(11 pa -GT L ) r4—o .S ❑ Demolition Specify color of color thru tile: SO T ' x p Submittal Fee $ ✓U pot Permit Fee $ fV 0 CCF $ q • Scanning Fee $ 9 F : Radon Fee $ Z Z. 'C, .1r) DBPR $ 2 • �Notary $ J Technology Fee $ 1 2 •$0 I Training/Education Fee $ q, 249 Double Fee $ �� Structural Reviews $ Bond $ oii CO/CC $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 1-10 Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Ct day of IJ OL.) , 20 l , by q day of /L.)60 , 20 ) (P , by LV CA c,, Ke.w, who is personally known to (,),j agr've t• �Ufvk.(�who is personally known to me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 4icc,R ANTONIO HERNANDEZ *t4 '' •'' 1 164915 EXPIRES: October 1, 2018 974,„F ,e-0 Bonded Thru Budget Notary S. APPROVED BY (Revised02/24/2014) Sign: Print: Seal: as *************************************************************** Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearcH/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Year Folio: 2015 11-3101-033-0670 Property Address: $204,349 9405 NW 2 AVE Miami Shores, FL 33150-2210 Owner Building Value RUBEN G PAREDES LUCIA L MESIAS / 1 Mailing Address , T 9405 NW 2 AVE MIAMI SHORES, FL 33150 USA Primary Zone $900 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use $315,592 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half Assessed Value 2 / 1 / 0 Floors $235,118 1 Living Units $50,000 1 Actual Area $186,998 1,767 Sq.Ft Living Area Exemption Value 1,183 Sq.Ft Adjusted Area $50,000 1,518 Sq.Ft Lot Size $186,998 9,300 Sq.Ft Year Built 1950 Assessment Information Year 2016 2015 2014 Land Value $204,349 $151,397 $125,294 Building Value $110,055 $110,935 $108,924 XF Value $1,188 $900 $900 Market Value $315,592 $263,232 $235,118 Assessed Value $238,656 $236,998 $235,118 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $76,936 $26,234 Taxable Value Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 13 & W1/2 LOT 14 BLK 132 LOT SIZE 75.000 X 124 COC 26448-2188 06 2008 3 Generated On : 10/28/2016 Taxable Value Information Previous Sale 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $188,656 $186,998 $185,118 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $213,656 $211,998 $210,118 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $188,656 $186,998 $185,118 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $188,656 $186,998 $185,118 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/29/2013 $280,000 28557-2331 Qual by exam of deed 10/21/2010 $102,550 27471-1329 Affiliated parties 01/05/2009 $212,000 26726-0079 Financial inst or "In Lieu of Forclosure" stated 06/01/2008 $0 26448-2188 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Florida Home Improvement Associates License No. COC 08189010844818 3044 SW 42nd St, Ft. Lauderdale, FL 33312 FLORIDA HOME IMPROVEMENT Job# (� 6SD5ASSOCIATES �t �Replacement Windows Contract �4E '/'061)7SHome Phone: Name: 1,44/1 c`', l moi► S��O /7� }CiityL',,, This Contract is made and entered into this AI day of O( v�"'r`� . 20''6by and between Florida Home -Improvement Associates, Inc, a Florida corporation ("Contractor or "FHA"), and owner(s) named above of the residence bated at the address listed above ("Owner"). The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed Items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: FHA Energy Storm Saver _ Simonton Vinyl insulated Install _ Aluminum Insulated Aluminum Non -Insulated 4) Doors: FHA Energy Stone Saver _ Aluminum Insulated. _ Aluminum Non -Insulated 9/./5'Nom 2 Address Broward Tel: 954-792-4415 Mlaml Dade Tel: 305-645-4469 Fax: 954-792-2170 Web: FHAPRODUCTB.COM Email: IN FOQFHAPRODUCTS.COM Bus. Phone: -F1. 33 /50 State Zip Directions are viewed from the Inside. On sliding glass doors Active and Fixed Panels are IdemlMd. On Comments and single French doors the hinge is identified Right Hinge end Left Hinge. On Double -French Doors the more active door Is identified d: ( X y Non -Impact: ( ) - lor:.White: XL Tan: , Bronze: Grey: MUI Finish: G19: 45 143/,5 ...ri10. d ik to lei Warranty Man cturer's Warranty9sent upon competition. 5) Work NOT to be replaced: OV ill' AM-) 10/n4:10i0-51 j ,,1%22�Jil45.�t cLe � -t�i$iNmAL HERE-) AL HERE -) 6) If applicable, removing ✓/4 shutter pa e , and/or security ba 7) Special Instructions: OgeEsse • L W 1• t - PLfv/ INITIAL HERE-) 8) Cleanup Job debris and provide necessary permitsand insurance., 9) If applkable, In the event,thatCont actor is unable for whatever rleason to obtaigprop)!r:perrpits prior to.wmmencement of any work, Contrag or shall refund any previous payment and this transaction shall be automatically cancelled. _ (No finish rkotherthan no 1 inst�allatl°n is to be done I+nless.00ted below.) /• vc_42 (�r _ L Additional Work:{ J �i � de, ! GcGr2� �GG>rf�� Schedule: Contractor shall commence the work within 7Q/ days after execution of the Contract (the "Commencement Date") and shall endeavor to complete all Work hereunder within /Q days after the Commencement Date. The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $ /5; 9/5 ,00 Down Payment $ Balance PaFinal nffi Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's tors Final davit to Owner, substantially similar to the forms Included in chanter 713. Florida Statues (20051. CIrcle one: (YES or IVO] Owner elects to apply forfinancing of the above -statue lump sum amount. If yes Is circled, see finandng agreement and related documents Notice to the Miner, NAnandng is being obtained by Owren a1. Do notsign thhshomebnprovemsmcwNract (k dsNblgMancing documents) In blank. b). You are entitled to a copy of the contract at the time you sign. Keep It to protect your legal rights. c). The financial documents attadied to thio home Improvement contract may contain a mov Sgs or othetwlse create a ninon your property that could be foreclosed on If you do not pay. Be sure you understand all provisions of the contract and finandai documents before you sign. r a Mlsceilaneouf: `This contract contains the entire contract of the parties. It may not be Changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the _ • ay cancel this tran• at any time prior to midnight on the third business day after the date of this transaction. See of cancel) form for an explanation of this right. Owne� 1414911111 re o 1ner) Contract Price $ 15; g15-- Sales 15--Sales Tax ( %) $ (ff applicable) Total Contract Prke $ 6255- (Sign (Signature of Owner) Contractor. FHA By: (Name & Date 6 Home Owners Association Name: Phone#: YES ( ) NO (X) ') Building Name: i Qty_ 3 La A -111- Edda Slrrale Nuna �g Slate pkturr Wlndow MNLisoddraluosi Yes( ) NopA' Standard_n custom Ohr.Q Qty Qty_ Qty_ Qty ACTIVE FIXED FA AF Ili RH o ACME ACTIVE — — - - Slldlna Gloss Door EGGithltilit2G92 Double French Were ! AA AF FA FAAF AAF FAA Qty Qty Qty Qty Qty Ohl RH( ) W( ) Qty_ RA( ) LA( ) QtY_ (It" G19: 45 143/,5 ...ri10. d ik to lei Warranty Man cturer's Warranty9sent upon competition. 5) Work NOT to be replaced: OV ill' AM-) 10/n4:10i0-51 j ,,1%22�Jil45.�t cLe � -t�i$iNmAL HERE-) AL HERE -) 6) If applicable, removing ✓/4 shutter pa e , and/or security ba 7) Special Instructions: OgeEsse • L W 1• t - PLfv/ INITIAL HERE-) 8) Cleanup Job debris and provide necessary permitsand insurance., 9) If applkable, In the event,thatCont actor is unable for whatever rleason to obtaigprop)!r:perrpits prior to.wmmencement of any work, Contrag or shall refund any previous payment and this transaction shall be automatically cancelled. _ (No finish rkotherthan no 1 inst�allatl°n is to be done I+nless.00ted below.) /• vc_42 (�r _ L Additional Work:{ J �i � de, ! GcGr2� �GG>rf�� Schedule: Contractor shall commence the work within 7Q/ days after execution of the Contract (the "Commencement Date") and shall endeavor to complete all Work hereunder within /Q days after the Commencement Date. The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $ /5; 9/5 ,00 Down Payment $ Balance PaFinal nffi Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's tors Final davit to Owner, substantially similar to the forms Included in chanter 713. Florida Statues (20051. CIrcle one: (YES or IVO] Owner elects to apply forfinancing of the above -statue lump sum amount. If yes Is circled, see finandng agreement and related documents Notice to the Miner, NAnandng is being obtained by Owren a1. Do notsign thhshomebnprovemsmcwNract (k dsNblgMancing documents) In blank. b). You are entitled to a copy of the contract at the time you sign. Keep It to protect your legal rights. c). The financial documents attadied to thio home Improvement contract may contain a mov Sgs or othetwlse create a ninon your property that could be foreclosed on If you do not pay. Be sure you understand all provisions of the contract and finandai documents before you sign. r a Mlsceilaneouf: `This contract contains the entire contract of the parties. It may not be Changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above written. You the _ • ay cancel this tran• at any time prior to midnight on the third business day after the date of this transaction. See of cancel) form for an explanation of this right. Owne� 1414911111 re o 1ner) Contract Price $ 15; g15-- Sales 15--Sales Tax ( %) $ (ff applicable) Total Contract Prke $ 6255- (Sign (Signature of Owner) Contractor. FHA By: (Name & Date 6 Home Owners Association Name: Phone#: YES ( ) NO (X) ') Building Name: P ;= q h • (GCp - GCp 1) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5 -la Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 Kd 095 Table 26.6-1, page 250 Kxt 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees thea 140 dogrees Mcan Roof Height Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334328 FL. CA # 009217 Intstuctions and limitations of Use Wind Velocites in South Florida------- Dade Broward Palm Beach Risk Cal. 1 165 156 156 Low risk to humans (farms, sheds) Risk Cal. 2 175 170 170 Single Family Rcsidenca Risk Cat. 3&4 186 180 160 Essential Facilities Charts provide wind pressures based on the mean roof height. And shall not exceed 00'-0". 2 Design pressures are for an enclosed builkding (shutters or other impact resistance protection required). 3 User shall determine the mean roof height, ( Eave height + Roof Peaky2. 4 End zone distance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" 5 If 50% of a component a in a particular zone then that component a considered to be in zone with the majority of the area. If questionable then place in Zone 5 6 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. 8 Wind pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') 10 Charts and values listed herein are only valid when signed dated, and sealed by Gary McDougle, PE 656214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 12 No reduction a taken for slopes less than 10 degrees. Arca of component Area of component Arca of component Area of component Area ofcomponent Arca of component Area of component Area of component Arca of component Arca of component Arca of component 10.0 sf 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 sf e4 Zon 15 40.1 -43.4 40. e I 38.8 -53.6 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 37.9 -41.4 -49.8 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 36.2 -39.8 -46.8 35.8 35.8 35.4 -39.4 -46.0 -39.0 35.4 -45.2 35.0 -38.6 35.0 -44.5 16 -44.0 n0 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 38.4 38.4 -51.3 -42.0 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 36.7 -40.3 -47.4 36.3 -39.9 36.3 35.9 -46.6 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 38.9 -51.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 37.2 -40.8 -48.0 36.8 -40.4 36.8 36.3 -47.2 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 39.4 39.4 -52.6 -43.0 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -4L8 38.1 -49.4 37.7 37.7 -41.3 -48.6 37.2 -40.9 37.2 36.8 -47.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 39.9 39.9 -53.2 -43.5 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 38.1 -41.8 -49.1 37.6 -41.4 37.6 37.2 -48.3 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 40.3 40.3 -53.7 -44.0 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 38.5 -42.3 -49.7 38.0 -41.8 38.0 37.6 -48.9 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 40.7 40.7 -54.3 -44.4 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 38.9 -42.7 -50.2 38.4 38.4 38.0 -42.3 -49.4 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 41.1 41.1 -54.8 -44.9 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 39.3 -43.1 -50.7 38.8 38.8 38.4 -42.7 -49.9 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 41.5 41.5 -55.3 -45.3 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 39.6 -43.5 -51.2 39.2 -43.1 39.2 38.7 -50.3 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 41.9 -55.8 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 40.0 -43.9 -51.6 39.5 -43.5 39.5 39.1 -50.8 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 42.2 -46.1 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 40.3 -44.3 -52.1 39.9 39.9 39.4 -43.8 -51.2 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 42.6 -56.8 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 -53.4 40.7 40.7 -44.7 -52.5 40.2 -44.2 40.2 39.7 -51.6 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 43.4 42.9 28 29 30 45.7 -49.5 46.0 -49.9 46.3 50 3 45.7 -61.2 46.0 -61.6 46.3 62 1 44.2 -48.2 44.6 -48.5 44.9 -48 9 44.2 -58.5 44.6 -59.0 44.9 42.9 -14 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 41.0 41.0 -45.0 -52.9 40.5 40.5 40.0 -52.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 44.4 44.4 43.9 43.9 146.8 43.4 42.8 -55.9 43.1 -56.3 43.4 56 8 42.3 -46.3 42.6 42.3 42.6 41.8 -45.8 42.1 ZONING DEPT BLDG DEPT 41.8 -54.2 42.1 41.3 41.6 41.3 -53.3 41.6 eo 40.8 40.8 40.4 -44.9 -52.4 -44.4 41 40.7 BY DATE SLBJECT (0 COMPLIANCE VVIT1-1 ALL FEDERAL STATE AND OCUNT1 RULES AND REGULATIONS 40.4 I :52.3 1119 9 -5ft ie -51.4 CC Oa MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART ' Address: 9405 NW 2 Ave Miami Shores FL, 33150 'Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL5823.1 +67.5 -75.0 +40.1 -53.6 36 x 61 7/8 NO NO YES 2 4. FL16736.2 +60.0 -60.0 4, 4, 110 x 61 7/8 4, 4, 4, 3 ,l, FL16177.1 +70.0 -70.0 4, -43.4 36 x 371/4 4, 4, 4, 4 .l, FL16736.1 +60.0 -60.0 4, -53.6 72 3/4 x 371/4 4, 4, 4, 5 4, FL16177.1 +70.0 -70.0 4, 4, 36 x 491/2 4, 4, 4, 6 4, 4, 4. 4, 4. 4, 4, 4, 4, 4, 7 J, FL6890.1 +67.5 -67.5 4, -43.4 4' 4, 4, 4, 8 4, FL16736.2 +60.0 -60.0 4, 4, 110 x 61 7/8 ,l, 4, 4, .. •.•• . . • • • • . .. . • • •. • • •. •• •. • • • • •• . • •.. • • •... • •• •. • • •.. •• •... • •• •• •••. ••.. • •• • • • ••. •• • •.. •. •• ••• .•. • • •• : •.. ••• • • • • • • • •• • • •. •• •• .. • •. •• • •• . ••. • • •• •• •. • • • .. 111 .•• • • • • . • ••1 .. • . • • 2 at Florida Building Code Online Flctxia Depaltmenld BUSIneS Professi Regulation Page 1 of 2 RCIS Home 1 Loa In User RepiStration Hot Topics Submit Surcharge Stats & FaCts r, `i: 7si3 ,11S ( €7C :''-;1t ..... ..r.. nt: _ i Links n)er.,;r Product Approval SEB: Public user Product Approval Meru& > product or Application Search > Apoikatfon List > Application Dobai FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekossOcws.cc Authorized Signature Koss Erin ekoss©cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathropOcws.cc • • • • • • • • • •• • • • • • • • Evaluation Report from a Florida RegIsterededhlt@ci or d Lit eg' • Florida Professional Engineer •••• • i 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 h Validation Checklist - Hardcopy Received • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • Certificate of Independence F0894 R5 COI Fv';I< s IS -1 ,' . CA -84. r. IMP rdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By SlaIIdE d Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/20/2015 04/21/2015 04/23/2015 06/23/2015 Page 2 of 2 4. R # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Lim of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67,5/-67.5 Other. 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max, size 37" x 72". Outer lite In I.G. to be fully tempered when used 30 ft. above grade In HVHZ. Glass complies with ASTM E1300-04. Installation Instructions K6890 R5 II CWS-16tC (CA -8400. IMP) Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FI,090 R5 AE DuPont PVB NOA 13-0124 27.odf fL6890 R5 AE EvalReo CWS -161C (CA -8400. IMP).odf FL6B90 jtS AE Quanex (Mikron) NOA 12-1017 07.odf Created by Independent Third Party, Yes INext) OOt8Lt Ui :: 1940 North Monroe Street Tallahassee FL 32399 phone: 950487-1924 The State of Florida Is an AA/EEO employer. cnwrieht 2007.2013 Stated ieekta.:: privacy Statement :: Accessibility Staten ent :: $10:91392,1110801 Under Florida law, email addresses are public records. 1f you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395..Pdrswnt to Sedan 455.275(1), Florida Statutes, effective October 1, 2012, licensees Noensed under Chapter 455, P.S. must provide the Department with am email address e they have one. The smalls provided may be used for official communication with the licensee, However end addresses are publk 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 pudic To determine if you are a licensee under Chapter 455, F.S., please click lam,_, Product Approval Accepts: :curl !U tMlt = rrAFE ir • • • . . .. • • .... •••• .. .. • • • • • • ..• • • . •. • • • • • • • • • • • . • • • • • • . . .. . ...• • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 161C April 18, 2015 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -161C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -1A, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 10I/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS -161C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" (Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of gride • • Requires max. glass daylight sizes as shown in CWS -161C •• •• •. • • • • Achieves design pressures of +1-67.5 psf • • • Is large missile impact resistant and does not require the use of shutters • • May be used in the High Velocity Hurricane Zone • • • • • • • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #13-0129.27t •••• • • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA l2-1'01].7.021 • • : • : • • I have evaluated the interlayer and framing materials in these Dupont and Quanex 1Qbts and find • that they comply with the requirements of the S01' Ed. (201.4) Florida Building Code ter use xi this • product. • . • . . • Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financi91.' 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. 4yp401 fww iffA,/ % ' No 5/4201 ' i `,��"4/18/2015 *: :*Z * •air: ; Lucas A. Turner, P.E. .13,, STATE OF r'w; FL PE #58201 Lucas A. Turner 2015-04-20 11: 59-04:00 TASEMENT - LARGE MISSILE IMPACTS — 38 U4" MAX OVERALL FLANGE WIDTH 37' __............. UNIT WIDTH 35" MAX. SASH WIDTH 73 t!4" MAX. OVERALL FLANGE HEIGHT 72' MAX. UNIT HEIGHT 85...16Z GLASS DLO 30 12 ._..........-_ GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS... 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 • • s4 M1 GLASS 010 RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE •• ••• • • • • • •• • GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBG), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE EEC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. B. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 83 8. SERIES/MODEL DESIGNATION CA -8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X - OPERABLE SASH 10, SECTION CALLOIJTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. I,QeAMN• Se 1/4' MAX OVERALL RANGE WIDTH DESIGN PRESSURE RATING IMPACT RATING 37' UNIT WIDTH ..__ _............ MAX SASH WIDTH A 37" x 63" +/- F LARGE MISSILE IMPACT +/- 67.5 PSE ;�� • , • . . -;•.„�" v•• 3.xJ2 •• - • +/- P •• +/-67.5 PSO U G IERAL ANGE JGHT GHr 53" MAX. UNIT HEIGHT SAS HEIGHT • I X 1 I A I G LA I DLC I A 3a 1rr' _............. GLASS 010 RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE •• ••• • • • • • •• • GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBG), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE EEC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. B. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 83 8. SERIES/MODEL DESIGNATION CA -8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X - OPERABLE SASH 10, SECTION CALLOIJTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. I,QeAMN• AA&tigTLin DESIGN PRESSURE RATING IMPACT RATING MIR I I- -I r r 37" x 63" +/- F LARGE MISSILE IMPACT +/- 67.5 PSE ;�� • , • . . -;•.„�" v•• 3.xJ2 •• - • +/- P •• +/-67.5 PSO -11 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • Lucas A. Tumer 2015-04-18 22:00-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT o ILJ FAQ ADE 103/17/08 R 0 0 F it U Cl Q .1:?; }51511 1q1 j 'ORE�y? V % No 58209 L w :*icc? STATE OF 4/18/2015 LUCAS A. TURNER, P.E FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941.380-1574 T DE5Z2LPTIONt GENERAL NOTES AND ELEVATIONS Dux ar, 0) a 0) ccw '-........ 7/0• OVERALL ANNEALED Or TEMPERED 7l19" AMR SPACE —5/16• LAMINATED GLASS 1f9" ANNEALED DUPONT PV8 INTERLAYER SIICAFLEX 552 OR PURFECT GLAZE 'H' J 112' d SS BRE •• ••• • • • • • • • • • • • •• • •• ••• •• • • • • • •• • ••• • ••• ••• ••• •• • • • • . . • • • . • • •• • • •• . • • • • .• • •• •• •• -..- • ••. • . • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 718. OVERALL lir HEAT STRENGTHENED or TEMPERED 7f1.6' AIR SPACE 5r16^ LAMINATED GLASS -•-1/9" HEAT STRENGTHENED .090 DUPONT AVB INTERLAYER VB' HEAT STRENGTHENED XAFLEX 552 OR FECT GLAZE 'H' Z GLASS err MAX UNIT SIZE MAX POS. DP GLASS TY(P " 37" x 63" +67.5 A 37" x 72" +67.5 B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW5.CC 8400 PVC CASEMENT IMPACT LL w w LU c2. >- L4.3 - 0 La! 8 Q r No 58201 'gip v a STATE OF Q IV 417 'tins ottsw41.- 4!18/2015 LUCAS A. TURNER, P.E. FI PE&58201 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941.983-1574 s4EtT DE.SCRIPtIQV; GLAZING DETAILS 1 INTERIOR] SECTION VIEW B -B INTERIOR SECTION VIEW A -A •• ••• • 1• • • •• • • • • • • • • • • •• • • • • • ••• • • • • • • •• • • • • • • • • • • • ALISFRNATE FItCFAME • • ••• • ••• ••• ••• ITEMS NOT SHOWN FOR C1 ARITY: • • • • • • • • 14, 18-17, 19-20, 25, 27, 32, 34, 37-38. 42, 44-45, 50• • • i • • • • • • • • • •• • •• •• •• ---•• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS 1 909 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 4,0vp,,tIOREW r�yr4 y.tCENg�A.y+,4 No 558201 '�13 STATE OF Mut f'es,Af0RT'•''_*` '. j ��9,.O,q 4/18/2015 LUCAS A. TURNER, P.E. FL PE it 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SWEriresCraPTION, SECTION VIEWS RA WN V, DATE: ADE 05/05/07 CWS -1&1 C SHEET 1;2 30F6 ITEM 1 2 3 4 5 6 7 8 9 PART # PARTS LIST H-60308 11-60308 H-60308 H -6030B H -6030A 10 11 12 13 14 15 16 H-6008 H-6008 H-6008 H-8008 H-1592 H-1593 GLASS 17 18 19 20 21 22 23 P-3028 P-3029 P-3113 P-3195 P-3197 P-3217 P-3228 P-3281 P-3342 P-3429 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 P-3539 P-3581 P-3587 P-3613 P-3685 P-3752 P-3881 P-3940 P4003 P4004 P4005 P-4005 P-4007 P4009 P4010 P4012 P4014 P4018 P-4020 P-4021 P4024 P4031 -P-4040 52 P4050 P4043 P-4146 P4491 P4641 S-1505 S-6064 DESCRIPTION VENDOR FR., CASE., MAIN, HEAD MIKRON 1R., CASE., MAIN, SILL MIKRON FR., CASE., MAIN, JB., RIGHT MIKRON FR., CASE., MAIN, JB., LEFT MIKRON FR., CASE., W/ FIN MIKRON SASH, CASE., TOP RAIL MIKRON SASH, CASE., BOT. RAIL MIKRON SASH, CASE., SIDE RAIL, HINGE MIKRON SASH, CASE., SIDE RAIL, LOCK MIKRON SCREEN RAIL, SIDE/BTM KEYMARK SCREEN RAIL, TOP/SIDE KEYMARK SEE SHEET2 MATERIAL PVC PVC P9c PVC PVC PVC PVC PVC PVC ALUM ALUM SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE SCREEN LIFT -BUT SUMMIT SCREW SUPPORT FOR PVC TEAM PLASTICS SCREEN SPRING, NO HOLE TENSION SCREEN CORNER KEY M&M WSTP., WHITE LEAF SEAL, FRAME AMESBURY SCREEN SPUNE, .155 DIA, BLK DAPA SPACER, DURASEAL, SEE SHEET3 DURASEAL SEAM SEALER, SM -5504 SCHNEE WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB PURFECT GLAZE "H" , SIKAFLEX552 HENKEL, SIKA 48 X3/4' QUAD PH TEK, ZINC, SCREW SCREEN CLOTH, 18 X16 FIBERGLASS PHIFER 48 X1' PH EH 'TEK 2, SS, SCREW FASTENAL CWS LBL. (LOGO) CSS -8400 GOLD CERT. LABEL, NFRC TAB CAP PLUG, 1/2" HOLE M&M TEMPORARY LBL. (NFRC/DP) SNUBBER, SS, PVC RUBBER RUBBER NYLON RUBBER TRUSEAL SILICONE SS NYLON TIE BAR GUIDE. ROTO. HOWE. R010 48-32 X 1/2' PH PH, MS, SSS (ROTO HDWE. LOCK) FASTENAL SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) ROTO LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTS TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13") 8070 STUD BRKT, ROTO OPER.. L.H., ROTO HOWE. ROTO SHIM, ROTO OPERATOR, ROTO HOWE. (4.8mm) ROTO HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) 8070 48-32 x 3/4" quad FH W/ 1116" Lead, MS, SS, 8010 OP., ROTC: FASTENAL BASKET, ROTO OPER., ROTO HDWE., 1/16` HOP •: 11E -BARS, ROTO HOWE. 1-5 LOCIlPC S (Y pAt1G=) •i . •ROTO REINF. COIL-ALOMI41JM, 50524132 (.050 437 D• • • ♦ PRECISION STEEL STRIKE, MULTIPOINT • • • • . • fp,. • •M&M #8 x 3/4" PH FLAT TEK, SS • • 00, • • • • • • 0ASTENAL REINF. COIL -ALUMINUM. 5052-H32 (.062 X.656), HD PRECISION STEEL #8 x 5/8" PH FLAT TEK, 17 HEAD, SS FASTENAL `REINF. CASE. SASH.., • is •• ••• ••— • MttfR N •• GLZ BD., 7/8' NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-16 UNi66S 0 HERWISENl41TED• • • ••• • •• • ••• • • • • •• •• • • SS SS SS SS SS SS SS NYLON ZINC SS SS SS SS ALUO NYLON SS ALUM SS ALUM PVC 3 21/32" PVC FLANGE FRAME H-60306 PVC SASH H-6008 PVC GLAZING BEAD 3-8084 FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1$ c`GWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474WW W .CWS.CC 21f32' ....® 7i18".......•,"„ 1116 ....® t/18"� COIL, .062 X .656 COIL, .05 X .437 P-4491 P-4050 1713r Int 1 18f32" .i • 1116- 1,76• SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE H-1592 H-1593 PVC FIN FRAME H -6030A 7/32' 11 116" _� SASH REINF. S-1505 SCREW SUPPORT P-3113 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0400 • • 8400 PVC CASEMENT IMPACT u- W W r o RR m 0 O LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN 6V: ADE awes: CWS -161 SCALE: 2:1 DATE: 05/05/07 REV.: C SHEET 4 OF 6 8' MAX, O.C. 4TYP.) 4' MAX (TYP,) 4' MAX. (TYP,) EE NOTE 2 NOQW S 1900 SW 4411•1 AVE. OCALA, FLORIDA 34474 W W W.CWS,CC C MAX O.C. (TYP.) 8400 PVC CASEMENT IMPACT INSTALLATION ANCHOR (TYP. NOTES: ANCHOR LAYOUTIFLANGEI FOR UNITS UP TO 37' x 83" 8" THEW FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN), FOR UNITS UP TO 37" x 72' 8' TIU FRAME ANCHOR HINGE SIDE JAMB (TYP,) ANCHOR LAYOUT - (FIN) FOR UNITS UPTO3rx83' 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 6E 114'. USE SHIMS WHERE SPACE GREATER THAN 1118' 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 8. 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 8. •• oge,,e .•• • • • • e• 9. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL y�IT+,ESSING 0 1 S I L 4:0. J'OO C(NCPETWCMU OPENINGS, EMBEDMENT SHALL BE BEYOND W000 BUCKS, IF USED, INTO SUBSTRATE. • INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY JNCWDS BUTOOMOTARKOIMBNIK WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU RE04.1I118 THE USE OF 1 X BUCKS BOTWEEh•7HI/ PRODl4CTIMND SUBSTRAIli. •• e•• •• • • • 41• 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, r FOR WOOD AND METAL 8, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIRET NTSJ9 jHOWN INTABiEi,$HEET i14CONGRl7E AND MASONRY SUBSTRATES MAY NOT BE CRACKED. • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RE▪ SASTANIE OF INSIALLAT(OR SHALL BE )ONE OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMANAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS: FM?WDt,A125(413rX W1111Ii0V45), FI A AAM DMA 300(EXTERIOR DOORS) O 41 • 0041 • • 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 00 • • • •• •• 000 • • • 000 • • • LUCAS A. TURNER, P,E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 P11.941.380-1574 SHEET DESCRIPTION; ANCHOR SCHEDULE & NOTES C..AWN BY: i DATE ADE i 05105107 ISS CWS -181 I C SCALE; SHEET 1:20 5 0E6 SUBSTRATE BY OTHERS -- SEE TABLE 1 TYPICAL HEAD ANCHORAGE ---+--MM. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT ---- BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE SEALANT BEANO FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EMBEDMENT SEE TABLE 1 1/R' MAX. SHIM INTERIOR ,-1/4" MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INTERIOR MIN. EMBEDMENT SEE TABLE 1 114' MAX SHIM— --SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 — PERIMETER SEALANT BY INSTALLER INSIDE MD OUT SEALANT BEHIND FLANGE BY INSTALLER ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE TABLE 1 1/4' MAX SHIN .......-SUBSTRATE BY OTHERS SEE TABLE 1 MN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECT1CN 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. 616) READ AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 0 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIUN-AR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC ojr 8400 PVC CASEMENT IMPACT a 0 0 H UPDATED PER 204 FBC a LUCAS A. TURNER, P.E. FL PE* 69,01 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN ADE 12 TABLE 1: APPROVED INSTALLATION FASTENERS FRAMETY�Pf* R• .�c1m-4T� 'Fr7 S CONCRETE (20 KSI MM,) 3/16' ERN TAPCON 1-1/7' 1-118' FLA T. - « - - �.• 3/18 Lt:O DL•ftALVN • • • • 1„ •r FLANGE CONCRETE (285 KSI M N.) 1" FLANGE GROUT•FILLED CMU (ASTM C-90) 3/19 ELCO LLTIACON • • • 3/16' RV TAP14N • • • • DR ljlC UhTSALCON • • • • 9-114 • • • • • In • . • 2-112' 7/8' FLANGE 2X MIN. SOUTHERN PINE (0.0.55) FLANGE 2X MN. SOUTHERN PINE (0-0.55) 410 WOOD SCREW 1-38' 719" FLANGE 16 GAUGE (0,080") MIN. STEEL STUD (33 KSI YIELD MIN) 410-18 HLT KWIK-FLEXOR fTW MKS SELF -DRI UNG .CHEW FI LL TI- AD TH. . cs •• 7/18" FLANGE 1/8' ALUM. (6063-75 MN.) OA 1/8" STEEL (33 KS1 MN.) $1 a VRA �. 6 ELF -TAPS /• • _ • OR•f4aJ_N_G_ FULL T}WEAD •• JHRUp,12,5• • 7116" FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) ISI�SC,REW 68.11000&GREW • • 7. - --_ _ • 1-10211 • • r • 7115" ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE TABLE 1 1/4' MAX SHIN .......-SUBSTRATE BY OTHERS SEE TABLE 1 MN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECT1CN 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. 616) READ AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 0 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIUN-AR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC ojr 8400 PVC CASEMENT IMPACT a 0 0 H UPDATED PER 204 FBC a LUCAS A. TURNER, P.E. FL PE* 69,01 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN ADE 12 Florida Building Code Online Florida[ ,„ pepar rent? Busines) Professi na Regulati© acts Home tag In ! User Registration Hot Topics Submit Surcharge Product Approval SER; Pudic User Product Approval Menu > Product or Application Search > Application List FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Stats & Fates 0 Page 1 of 2 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekossecws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc )ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By • • • • • • • • •• • • • • • • •••• • • • • Evaluation Report from a Florida Registered Architect or a Licensed • Florida Professional Engineer •••••• • • • • • • • Evaluation •on Report - Hardcopy Received • • • • • • • • • Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. With, PE 2 Validation Checklist - Hardcopy Received • • • • • • • • • • •• • • • •••• • • • •• • FL16177 it Gi Eya!ReP CWS-I312.E (H -8..I IMP, Ng$illArishl.pdf fitansioN AAM A/ W D MA/C SAJ 101/I. S.2/A440-0 8 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 lent 2008 2004 2005 2009 1994 http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1 Oy... 6/24/2015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/14/2015 04/21/2015 04/25/2015 06/22/2015 Page 2 of 2 FL # Model, Number or Name Description :6177.1D SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH -8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ, Glass complies to ASTM E1300.04. Installation Instructions FL16177 RI II CWS -8126 (SH -8100 IMP. No5illAnch).pdf Verified By. Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 RI AE DuPont PVB NOR 13-0129 27.Ddf FL16177 RI AE EvaiRen CWS -812B (SH -8100, I P NoSilIAnchl.odf FL16177 R1 AE Quanex (Micron) NQA 12-1017 02.0df Created by Independent Third Party: Yes reach' !Nest Contact Us :: DOD North Monroe Street. Talleha«,.ye FL 9J49Q phone: 850-487.1824 The State of Florida is an *51000 employer. CQovrleht 2007-2013 Stag of Flort lL, :: privacy Statement :: brrncdhlaly Statement "liebux1.2mieletet Under Florida law, emai addresses aro public records. It 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 mai. If you have any questions, please contact 550.487.1395. *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 ernails provided may be used for official communication with the iicensee. However errata 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 publk. To determine If you are a licensee under Chapter 455, F.S., please cads Lett.. • • Product Approval Adepts: t .ion rat4", Crpd t / rF • • • • • • • •• • • • • • •••• • • •••• • • •• • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812B April 18, 2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44`s 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 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -812B, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/1.S.2/A440-08 4) Supplemental Calculations to support CWS -812B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shovyp in CV "• • • 812B •• •• •• • • • • Is impact resistant and does not require the use of shutters • • • May be used in the High Velocity Hurricane Zone • • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboalct titiecTemp a•: • required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ahflj inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27t• • • • • •• •• •• • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. l'f 1 tl.02t • •• • • • • • I 1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find• • • • that they comply with the requirements of the 5th Ed. (2014) Florida Building CodefpY en 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. ,t�tDR=1 „�001111$11.4 ne;t{E7i '.f ,• `;• s ,-4 No 58201 ;7 w ; * • w +C7 STATE OF /4r41.#:119;A:/40.211171-.14-":" enZ 4/18/2015 Lucas A. Turner, P.E. FL PE #58201. Lucas A. Turner 2015-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT t 63" MAX OVERALL FLANGE HEIGHT 61 3/4" MAX. UNIT HEIGHT 53 1/8" MAX OVERALL FLANGE WIDTH 51 7/8' MAX. UNIT WIDTH 4711/16" GLASS DLO A Q B 2813W GLASS DLO 30 3/15" MAX. SASH HEIGHT X 3 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS,.1 GLAZING DETAIL2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS. 6 45 1/16' GLASS DLO 45 318" MAX, SASH WIDTH 26 7/0" GLASS DLO •• ••• • • • • • •• • • •• • • GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED 1N ASTM E 1998 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "13)X". 4, DESIGN PRESSURE RATING: -NEGATIVE 0051011 LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 0-1300-04. -POSITIVE DESIGN LOADS BASED 0-J, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 5-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED 14 THE DESIGN OF IRIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR 06.1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION S1-1-8100. 9, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 - FIXED SASH 10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 11. EXTERNAL WEEP SLOT . 1/4" x 1.1/4" LOCATED 4' FROM BOTH ENDS. MAK UNb7SIZE . DESIGN PRESSURE • • • • RA'te1VG•: 'yI 7)8'OVERALL INSULATED GLASS -� rL-- lAY ANNEALED UR TEMPERED 7/16" AIRSPACE 5118" LAMINATED CLASS /6 ANNEALED .093' PVB INTERLAYER SY DUPONT NEAL ED DURASEAL BY TRUSEAL URFECT GLAZE "H" OR SIKAFLEX 552 FIXED UTE 'S BRE •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• •• •• • • • 000 • • • 0,60 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • 1 ,re" OVERALLINSULATEDGLASS 1/8" ANNEALED GH TEMPERED MS' AIRSPACE »-... -.._ 5/16' LAMINATED GLASS 118' ANNEALED .890' PVB INTERLAYER BY DUPONT 118" ANNEALED ASEAL BY TRL.ISEAL T GLAZE "H" OR SIKAF LEX 562 1.R" GLASS BITE 1N rlv SYSTEMS 1930 SW 44TH AVE. OCALA: FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT a+++CREN�r�4 ,�+++GREW �i'Di Mo 582D1 * *= STATE OF 4 4111/2415 LUCAS A. TURNER, P.E. FL PE IF 5820i 1239 JABARA AVE. NORTH PORT, FL 34288 • PH. 941-389-1574 i MEET DE3CRIPTON GLAZING DETAILS —TATE: SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25.26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. I INTERIOR •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • •• • • •• • • • • • •• • •• •• •• ••• ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C tt.stoutt NDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 wWw.cws-cc 8100 PVC SINGLE HUNG IMPACT a O .„{1111 I4y►L �d`pdORE1.y T p` 58201;��A STATE. OF yj O A lalt3`r. Z 1- 4/11/2015 LUCAS A. TURNER, P.E. FL PE *58201 1239 JABARA AVE. NORTH PORT, FL 34288 PFS. 941-380-1574 SH 'T OESC.RIPTCN: SECTION VIEWS BAT 05/18/12 CWS -812 B SHEET 3 OF 6 1:2 --- PARTS HST ITEM PA'S' /I DESCRIPTION VENDOR MATE88At 1 11-6031 Main Fr., SH, w/Flg., PVC, Head Mikron VI 2 H-6031 Man Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L, Jb. Mikron Vicryl 4 H-6031 Main Fr., SH, w/Fl9., PVC, R. Jb. Mikron Vinyl 6 8-1577 Impact Hook Keymark Alum 8 1+6027 Sash Meet. Rail, PVC Mikron Vinyl 9 14-1497 Rent, Sash Meet. Rail Keymark Alum 10 1.6028 Sash Bottom Rall, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bal. Rail Mikron Vinyl 13 8-1498 Reint. S.B.RJS.S.R 14 8-6064 Glz. Bd„ 7/8' Mikron Vinyl 18 8-6013 Scrn, Adapt., w/Nib, PVC, Horiz. Macron Vinyl 19 S-6014 Sam. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. MIkron Vinyl 23 H-1699 Sahib/cement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS c7 P-3783 Lock, Impact, PVC Intotlock 28 P.4069 Keeper, Impact, PVC ktterlack Zamac 30 P-3215 Weep Ccner w/ Flap Geer Plastic 32 P-3429 Wstp., 0.270 x .187 back FirSeal, Gray Ukrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastens! Steal 38 P3768 #8 x 0.625 Ph PH SMS Hub Clty Steel 39 P -4051W #8 x 1.250 Ph FH TEK, WIN. Hub City Steel 40 P -4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P4342 Searn Sealer, SM -5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M8M Nylon 47 P-3438 Slketlex 552 or PLOW t3(aze "H" Slice/Henkel 48 P-3352 Set. B£k., 85 Du., 1/8" x 5/8" x 2' Lg. F. Lowe Rubber 51 P-3881 Temporary W. (NFRC/DP) 52 P-3813 CWS Lbi. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 P3281 Spacer Duraseat 62 P4218 Screen Frame, Hort, Allmetal Alum 63 P-3218 §creen Frame, Vert. Ailmetal Alum 64 P-3321 Screen Frame Corner Key Alimetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Batterwe Fiberglass 66 P-3228 Screen Spline, .155 Die., Blk. Daps Vinyl 67 P3029 Screen Put Tab Summa Alum 66 P4033 Screen Spring, SS Fl. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 1-1838 Alum. Fixed Rall Keymark Alum 72 8-6063 Cower, Fixed Rall Macron Vinyl 73 S-1112 Reinforcement, Impact Hock 88 x 1/2", Pan Head, TEK KeymaAc Fastenat Alum Stegl•' 74 P-3541 • ' • • • UNE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33.36, 41-43, 48, 49-50, 55, 57-81, 69 PVC FRAME FLANGE -6031 7/8" I 1 9/18'- 1r71-1!" REINF., IMPACT HOOK- 1112 7/8" 5'18" 1/16" PVC SASH STOP - 8025 3/18"-1 +— 1118" REINF, S.B.R./S.S.R. - 1498 0 3/16 ••• • • • PVC SASH BTA. RAIL -6028 1/19" PVC SASH SIDE RAIL - 6004 12"-.-- x+11/8" PVC SCREEN CATCH - 6013 3'4" 15116' REINF. BTM RAIL -1699 • • • • 5" IMPACT HOOK( • ••• • sinew ••• •.• • • • • • • • • • • • • • • • NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWTS: NOED. • ' •• •• •• • . • • • • •• • ••• • • • PVC SASH TOP RAIL -6027 2 le FIXED RAIL- 1836 13'13" PVC FIXED RAIL COVER - 6063 518' —1/16" REINF. TOP RAIL -1497 1/2" 316" f✓ 3" FRAME CORNER CONSTRUCTION CORNER WELD (ALL S1DES) 1:8 Clog lJ I WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8900 PVC SINGLE HUNG IMPACT FIXED MEETING RAIL SCREWED TOGETHER WITH OUTEP.FRAME 1AB 6/16", 1 1/8' T L_ -1/1r PVC SCREEN SUPPORT -6(114 1/4" 7//e" PVC GLAZING BEAD -6084 r- SCREW SUPPORT -3113 m ¢ x 1966 9 rrr4T4 INIREW G E `M•,�4e4Qyrri +v : No 58201 1= Z y ;* STATE OF rw4icc: .rr,�,VONAit O,� z 4/11/2015 LUCAS A. TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 o, /4e: BOM AND EXTRUSIONS lk BAT 06/18112 .1 , CWS -812 B ••• • • • • • • • • a • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 12 SHEET 4 OF 6 8" MAX. (TYP.) 6' MAX 4" (TYP.) 10 1Y. MAX C (TYP E 1 17' MAX. 0.0. (TYP.) NO ANCHORS REQUIRED IN SILL J SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL, 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT, LOAD BEARING SHAM SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE i [01. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING ANO EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 6, 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 MINIM& SPECIFIED IN TABLE 1, SHEET S. •• ••• • • • • • •• • 6. ANCHOR EMBEDMENT TSUBSTRATE SHALL BE BEYOND WALL DR E OR Br" t,pUC� �� OPENINGS, EMBEDMENT TH NT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR E THE OF CMU MAYBE DE 6L D N Q i 00 KS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS E IVTIET A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEENSE ALLFASTENERS: 3" FOR MASONRY, 1' FOR W000 AND METAL. W D OR SUBSTRATESS MASONRY L MEET OPENINGS, SMINIMUM S RENGTH REOUIREMENjBUCK FASTENERS SA Sk i W TAFEj, SF1 6, C TE MASONRY SUBST1gR ENGINEER OF RATES MAYINSTALLED TO NOTNOT BE CRACKED. TRANSFER WIND LOADS TO THE STRUCTURE. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESIST44E 0FiINSTSUAT ( SHAi.1 BE•DONji BY OT:ERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMNAAMA 100{FIN WINDOWS), FMAJAAMA 200{FLANGE WINDOWS), FMA WISMA 260(BOX WIND*WS), FMANAp411A/WI NA 300(EXTERIOR ODORS) •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS,CC 8100 PVC SINGLE HUNG IMPACT aC W m 0 ii LI 3r Z 0 4/11/2015 LUCAS A. TURNER, P,E. FL PEAt58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380.1574 SHE DESCRIPTION: ANCHOR SCHEDULE AND NOTES BY: j1.0ATE: BAT 08/18/12 CWS -812 $ scALE: SHEET 1:15 5OF8 70 MAX (TYP.) ICI' O.C. 0 1--.. — 3 } ....._...'______.3 I NO ANCHORS REQUIRED IN SILL J SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL, 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT, LOAD BEARING SHAM SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE i [01. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING ANO EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, 6, 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 MINIM& SPECIFIED IN TABLE 1, SHEET S. •• ••• • • • • • •• • 6. ANCHOR EMBEDMENT TSUBSTRATE SHALL BE BEYOND WALL DR E OR Br" t,pUC� �� OPENINGS, EMBEDMENT TH NT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR E THE OF CMU MAYBE DE 6L D N Q i 00 KS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS E IVTIET A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEENSE ALLFASTENERS: 3" FOR MASONRY, 1' FOR W000 AND METAL. W D OR SUBSTRATESS MASONRY L MEET OPENINGS, SMINIMUM S RENGTH REOUIREMENjBUCK FASTENERS SA Sk i W TAFEj, SF1 6, C TE MASONRY SUBST1gR ENGINEER OF RATES MAYINSTALLED TO NOTNOT BE CRACKED. TRANSFER WIND LOADS TO THE STRUCTURE. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESIST44E 0FiINSTSUAT ( SHAi.1 BE•DONji BY OT:ERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMNAAMA 100{FIN WINDOWS), FMAJAAMA 200{FLANGE WINDOWS), FMA WISMA 260(BOX WIND*WS), FMANAp411A/WI NA 300(EXTERIOR ODORS) •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS,CC 8100 PVC SINGLE HUNG IMPACT aC W m 0 ii LI 3r Z 0 4/11/2015 LUCAS A. TURNER, P,E. FL PEAt58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380.1574 SHE DESCRIPTION: ANCHOR SCHEDULE AND NOTES BY: j1.0ATE: BAT 08/18/12 CWS -812 $ scALE: SHEET 1:15 5OF8 SUBSTRATE BY OTHERS SEE TABLE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE 7 MIN. EDGE DIST. SEE TABLE 1 —T MN. EMBEDMENT SEE TABLE 1 1/4' MAX SHIM CONTINUOUS DOUBLE 3/16' BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE I MIN. EDGE DIST, SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHO TABLE 1: APPROVED INSTALLATION FASTENERS 8t1 ANCHOR TYPE MIN. EMBEDM ‘ONCRETE (20 K81 MIN.) 3/16' TIW TAPCON 1-1/2' 1.11^' HOLL —...,- •--_-. •.. _ �� 2' CONCRETE (286 KSI MIN.) 3/16' EL1XssU•LTRACQN • • ra • •1" • • V 1' GROUT -FILLED CMU (ASTM C-90) 3/16' ELtQUL1Rf QN • • : : ; t1h4 ' , 2-112^ 2X MN. SOUTHERN PINE (G-0.55) 3116' TIW TAPCON • • • OR ELUL SLTRACCR • • r3/ • • Y 4 • • • 718" 2X MN. SOUTHERN PNE (G4.55) 110 WOOD SCREW 1.3/6^ 7113• 16 GAUGE (8060") MIN. STEEL STUD (33 KSI YIELD MIN) 110.16111171 KWB -FLEXOR RTW 7EKS gELF-mIi4G SCf W FULL THREAD , . ZHRU 0. 7/16 1/13` ALUM. (6063-T5 MIN.) OR 118' STEEL (33 KSI MIN.) 110 6R/LDE 5LF-TART NU! DRILIIj SCRW • • • !FULL TH D • IHR),! 0,1? 7118' v •••. • • MIN. EMBEDMENT SEE TABLE 1 1/4' MAX SHN—« INSTALLATION ANCHOR - SEE TABLE 1 PERBIETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MN. EDGE DIST. SEE TABLE 1 .... PERIMETER SEALANT BY INSTALLER INSIDE AND OUT -SEALANT BEHIND GE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMS ANCHORAGE 0 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX 9JSTALLATICN FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4` FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.0C 8100 PVC SINGLE HUNG IMPACT 0 ZS 2 LU 6< LL a 0 DESCRIPTION: 03 0 2 O_ 5 w ,4H11/nrnt,,, ,,4 PµDREiy 7.;74 l�p`r.4`GENsF, 4'rl. ?-. No 38201 "• 1. LUCAS A. TURNER, P.E. FL PE it 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 a SCFIPTION INSTALLATION DETAILS BAT 06/1&112 aWO r. CWS -812 B 1:2 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • •• • SHEET 6 OF 5 Florida Building Code Online Florda Depr:.me Busines Professi Regulation rra SCIS Home 1 Log in 1 User Registration Hot Topics Submit Surcharge Stats & Pacts Yy ,,e Or.In. Product Approval USER; Pubi=c User Product Aooroval Menu > product or Aoollcatton Search > Application Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method fit) 'en,E en,' � ,. 'YS!..: z Mt) l vs Page 1 of 3 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekossecws.cc Erin Koss 1900 SW 44th Ave, Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop©cws.cc 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) • • • • • •• • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • • • • • • • • PI Evaluation Report - Hardcopy Received • • • • Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE !.! Validation Checklist - Hardcopy Received • • •• •• • • • • • • • • • • •• • FL5523 R6 c:Ol,,,f,'u�Il kS'_htuW_SS_C_: Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending PBC Approval Date Approved Summery of Products Method 1 Option D 04/14/2015 04/21/2015 04/25/2015 06/23/2015 FL* Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, see installation dwgs. for Max. size and DP. Outer lite In I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL5823 R6 II CWS -155C (51±80Q, Impact).pdf Verified By, Lucas A. Turner 58201 Created by Independent Third Party, Yes Evaluation Reports F15823 R6 AE DuPont PVB NQA 13-0129 27.00 FL 5823 R6 AE Eva(Reo CWS -155C (SH -8100. Imoact),odf 1=i 5823 R6 AE Ouanex (Mikron) NOA Q2,odf Created by Independent Third Party: Yes 5823.2 5H-8100 Cont. Hd. & Sal 5H-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63", Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL5823 R6 II CWS -440B (SH -8100. IMP, 74x63, CONTHDSL).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R6 AE DuPont PVH NOA 13-0129 27,pdf FL5823 R6 AE EvaiRco CWS 4406 (51-1 8100, IMP, 74x63, CONTHDSL),pdf FL5823 R6 AE Ouanex (Mikron) NOA 12-1017 I;2,udf Created by Independent Third Party: Yes • 58233 S11-8100 Cont. Hd. & Sill Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, DP = +/- 67.5 psf, Max, size 74-1/8" x 72". Outer lite in I.G. must be safety glazed when used above 30 ft, in HVHZ. Glass complies to ASTM E1300-04. SH -8100 Cont, Hd. & Sill (double' 1/8" x 72", Installation Instructions FL5823 R6 II CWS -4916 (511-8100. IMP, 74x72, CONTHDSLI.odf •••• • • Verified By: Lucas A, Turner 5820i • • •• • Created by Independent Third Party: Yes Evaluation Reports • •• • • •• FL5823 R6 AE DuPont PVB NOA 134.29 27 • • • FL5823 R6 AE EvalReo CWS -421.55(5 -:SIS' T P 4 7 CONTMDSL1,odf • • • FL5823 R6 AE Ouanex (Mlkr0nl NOA 12-1017 flips i • • • Created by Independent Third Party: Yes e Bung), Impact, 34 • • • • 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD Flat, 5111• sash, • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, 52" x 96" w/ 5111 sash, +/- 67.5 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM 61300-04. Installation Instructions FL5823 R6 II CWS -295C (511-8100. IMP. 52x96).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports rL5823 R6 AC DuPont PVB NOA 13-0129 27.odf FL5823 R6 AE DuPont SGP NOA 11-0624 02.pdf FL5823 R6 AE Eva&Rep CWS -295C ($H-81QOJMP, 52x96).od( FL5823 R6 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVxQwtDgvMdFbzR4iHL.., 6/24/2015 Florida Building Code Online Page 3 of 3 Contac U5 :: 1940 North Monroe Street. T.5afvsseeil 32399 Phan: 050-407-11324 The gate Of Florida is an AA/EEO employer. Convrlaht 2007-2013 Stile of Morita, :: privacy Statement • • Accessbillty Statement :: jirfuid Statement Under Florida law, email addresses are pudic records. If you do not want your e-rrW I address released M response to a publlo.reCords request. do not send electronic mat as this entity. Instead, contact the orrice by phone or by traditional malt. If you have any questions, please contact 850A87.1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mist provide tie Department with an emaa address If they have one. The emalls provided may be used for official communication with the ecensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an erne address which can be made available to the pudic To determine If you are a licensee under Chapter 455, F•S., phase rade. Product Approval Accspbu 1E3 FEI ecturi on Tkii'%' remoSAFE • • • • • • • • • •• • • • • • • • • • • •••• • • • • • • •••• • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • http://www.floridabuilding.org/pr/pr_app_dti.aspx?paran=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 3 URNER ENGINEERING & .,,.. CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 155C April 18, 2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at up to +1-67.5 PSF, 36" x 62" unit size at up to +67.5/-75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -155C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3668-1, -IA, -2, -2A, 3669-1, -1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 4) Supplemental Calcs. to support CWS -155C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -155C. Limitations of Use: This product: • May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heights as shown in CWS -155C 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 outboartr•li 1 7T 1/4" MAX OVERALL' FLANGE HEIGHT 76` MAX. UIT HEIGHT 375/16- max. 7 5/16"MAX SASH HEIGHT SINGLE HUNG - LARGE MISSILE IMPACT (SHOWN w/DIFFERENT OPTIONS) w 54 3/6" ................ OVERALL FLANGE WIDTH • 53 1/8" MAX. UNIT WIDTH -.......... 4815/16" .......................... GLASS DLO 0 33.15/1.5" GLASS DIA X 34' DLO 6 46 3"6" GLASS DLO - .. ..._. 4411/16' ...... MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS & ALT. FRAME3 EXTRUSION'S & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 •• ••• • • • • • •• 631/4' OVERALL FLANGE HEIGHT 62" 13 MAX UNIT HEIGHT 30.5/I6' MAX SASH HEIGHT 371 /4" OVERALL FLANGE WIDTH 36" ' MAX UNIT WIDTH GLASS DLO A X7" GLASS DLO • • •• A 11 — 28_' -- GLASS DLO 31_51 16! MAX SASH WIDTH GLASS DLO i GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (14VHZ) AND 15 RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1998 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: '01 . 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFLTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd.1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 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. 1145 DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = i/4• x 1-1/4" LOCATED 4" FROM BOTH ENDS. 12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62". L•dCAT1QI: �+nA ( UNty SIZE ••• •• • • • •• DESIGN PRESSURE RATING IMPACT RATING NON-HVI-2 • ••■(�H I Z • N • • • ON`r I"HZ! •• • • • •• .• •• /8" x 76" • ••• ••• • • +/- 65 PSF +/- 67.5 PSF +65 / -75 PSF • t A ■ +67.5 / -7y S LARGE MISSILE IMPACT ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lucas A. Turne 2015-04-09 12:43-04:00 ADE CWS -1 s5 SCALE: 1:1 08/10/08 REV.: C SHEET 1 OF 8 Olt'tUJm WINDOW SYSTEM 1300 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT w Eo ww K m o RZa a w U m 4 2 z 7 oval D' /40..4 4. • f • No 58201 ••t ▪ S *: * * 21r©▪ ; STATE OF Jt��r s01. , p1"141°.ter l """a6 419/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTIDR: GENERAL NOTES AND ELEVATIONS -------- 718. OVERALL INSULATED GLASS — — 1!9" ANNEALED • 7116" AIRSPACE 5116• LAMINATED GLASS 118• ANNEALED A90" PVB INTERLAYER BY DUPONT 178• ANNEALED DURASEAL BY TRUSE41.. PURFECT GLAZE "H" OR SIKAFLEX 552 -1 --718" OVERALL INSULATED GLASS .......�.... 18" TEMPERED _.Y ................_ 7116• AIRSPACE -- 5/16" LAMINATED GLASS ... N' ....... 1B" ANNEALED �--.090' PVB INTERLAYER BY DUPONT —......... 118" ANNEALED DURASEAL BY TRUSEAL RFECT GLAZE "H" OR SIKAFLEX 552 1 I/2 GLASS SITE i30 ••• • • • • • •• • • • • • • ]• •• • • • •• A_j • •_'• • ••• ••• ••• • • • • • • • P• • • • • •• • • • • •• •• • •. FIX iLTe • • • • • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• •-t 718. OVERALL INSULATED GLASS V8" ANNEALED . .. .... ....... .. 7115' AIRSPACE H.-.4....._ 8715 LAMNAATED GLASS --+. •* %118" ANNEALED I .090' PVH INTERLAYER BY DUPONT • ANNEALED DURASEAL TRUSEAL PURFECT GLAZE "H' OR SIKAFLEX 552 GLASS TYPE A SASH LITE 112" GLASS BITE } 718' OVERALL INSULATED GLASS 115 TEMPERED --7i18" AIRSPACE 5716" LAMINATED GLASS 178" ANNEALED .090" PVB INTERLAYER BY DUPONT �'--1/8' ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H' OR SIKAFLEX 552 1/2' GLASS BITE } GLASS TYPE B SASH LITE WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT r � 0 w a V a0 d Z 0 U7 w -,,ytiGEN*M v No 58201 SL '}I • LUCAS A. TURNER, P.E. FL PE 1158201 1239 JABARA AVE. NORTH PORT, FL 34288 P11. 941-380.1574 SHEET DESCRI GLAZING DETAILS wN BY. ADE CWS -155 SCALE; :1 INTERIOR INTERIOR SECTION VIEW A -A NO SWEEP LOCKS ALLOWED FOR UNITS 36" x 62' AND UNDER. ITEMS NOT SHOWN FOR CLARITY: 22, 27-28, 33-37, 43-45 • • • • • • • • • • • • • • • • • • • ALieRNATEIFIN FRAME • • • • m I C7 Ci •• li •• • • • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • •• • • •• • • • • • ••• •• •• •• •• • ••• •• • • SECTION VIEW B -B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW, SECTION VIEW C -C SWEEP LOCK REQUIRED FOR SIZES OVER 36" x 62'. WINDOW SYSTEM 1900 SW 44TH AVE. QCALA, FLORIDA 34474 www,CwS,CC 8100 PVC SINGLE HUNG IMPACT ii e;Q d w N O m 0 a r v ,,•pyn usir��s ,�� SIDREi r sy ��VF••+�G8N&y.•,7, • No 58201 * 's *= fro: 9 ; STATE OF • 14):: Vilfaingeir 4/9,,015 LUCAS A. TURNER, PE. FLPE#58201 1239 JABARA AVE NORTH PORT, FL 34288 P11. 941.380-1574 3HEET0EStIM •TION; SECTION VIEWS DRAWN 8Y, ADE 0W{3 s: CWS -1 55 SCALE: 1:2 DATE: 06/10/08 Rev. - C SHEET 3 OF 6 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • •• PARTS UST ITEM P ART /I DESCRIPTION MATERIAL VENDOR 1 1+6031 Frame Head, Flg, Single Hung PVC MIKRON 2 1.6031 Frame SIII, Fig, Single Hung PVC MIKRON 3 H-6031 Frame Jamb, Fig, Single Hung PVC MIKRON 4 14-1838 Alum. Fixed Meet. Rao ALUMINUM KEYMARK 5 S-6063 Fixed Rall COO* PVC MIKRON 6 H-6027 Sash Top Rail PVC MIKRON 7 H-1497 Reinforcement tot STR ALUMINUM KEYMARK 8 H-6028 Sash Bottom Rail PVC MIKRON 9 H-1609 Reinforcement for SBR ALUMINUM KEYMARK 10 H-&004 Sash Side Rail PVC MIKRON 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK 12 S-6064 Glazing Bead PVC MIKRON 13 P-3118 Keeper, Sweep Lock ZINC SULLIVAN 14 15 16 17 18 19 21 23 24 25 P -3541 P-4632 P•4633 Sash Fixed P"3429 P-4638 5-6014 26 S-6013 #8 x 1/2', Pan Head, Tek Sweep Lock Barrel Fastener Block & Tackle Balance Perfect Glaze 14 or Sikallex 552 SEE SHEET 2 SEE SHEET 2 Wstp., 0.270 x 0.187 back FinSeal 48 x 2-1/2 PH Mod. Truss, Type A, TEK #10 x 1 1/2' Parthead SMS Flat Washer Screen Catch Screen Support STEEL ZINC STEEL STEEL SIUCONE GLASS GLASS NYLON STEEL STEEL STEEL PVC PVC FASTENAL SULLIVAN FAS-1ENAL CALDWELL HENKEL/SIKA CARDINAL CARDINAL ULTRAFAB FASTENAL FASTENAL FASTENAL MIKRON MIKRON 3 1/8" 211/16' PVC FRAME FLANGE -6531 1/16' 27 P-4051 4,8 x 1 1/4" Ph Fh TEK, W ht. ZINC FASTENAL 28 P-3748 #6 x 0.625" Quad Fh TEK, W M. 7740 FASTENAL 29 P-3783 Impact, Lock STEEL INTERLOCK P-4069 Impact, Keeper STEEL INTERLOCK 31 P-4264 #8 x 3/4 PH PH w/#6 Head, TEK, Wht STEEL FASTENAL 32 P-3118 Screen Frame ALUMINUM ALLMETAL 33 P-3321 Screen Corner Key PLASTIC M&M 34 P-3228 Screen Spline RUBBER DAPA 35 P-3581 Screen Cloth VINYL WER 36 P-3033 Screen Spring STEEL HURLEY 37 P-3029 Screen Pull lab STEEL HURLEY 38 P-3352 Set. Bk. 1/8' x 518" x 2" RUBBER 39 P-3768 48 x 5/8 PhD Parr Zinc 40 P-4479 Weepcoler PLASTIC 41 P-3113 Screw Support RUBBER 42 P-6025 Sash Stop PVC 43 P-3059 Sash Cam PLASTIC 44 P-3295 Take Out Clip STEEL 45 P-3342 Seam Sealer SILICONE FRANK LOWE FASTENAL M&M TEAM MIKRON M&M SUMMIT SCHNEE 46 P-3752 Hole Plug PLASTIC 47 H•6048 Frame Head, FIN, Single Hung 48 _ P-4959 Ws1p., 0.420 x 0.187 back PVC NYLON • MIKROI ULTRAFAIS 1 •• •• -• PVC FRAME FIN -6048 M-1 5/16' +» PVC SASH STOP - 6025 3/4" ........ ,." 3/16" i_ L _ .7 111 L-- 1/16" 5EINF1.11/8.5.1.i 1498 • • • • • • 0014 • • • • • • • • ••• • 0110 ••• 4100 • • • • • • • • • • • • • • • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS.EFSE•NOTeL4 • • • r • is • •• • ••• • • • 000 • • • • 0410 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 010 • • • 000 • • 1/16' PVC SASH STM. RAIL -6028 PVC SASH SIDE RAIL -6004 1/2' 1 118" ^1,, 1/16" PVC SCREEN CATCH - 6013 RE( NE. BTM RAIL -1699 1 5/8' -23/16" PVC SASH TOP RAIL -6027 2 1/8" FIXED RAIL -1638 PVC FIXED RAIL COVER - 6063 1- 7 i___ 1116" REINF. TOP RAI. -1487 FRAME CORNER CONSTRUCTION CORNER WELD (ALL 510E51 1:8 WINDOW SYSTEMS 1900 SW 44TH AVE. OGALA, FLORIDA 34474 W W W.CWS.CC 4Ir FIXED MEETING RAIL SCREWED TOGETHER W rTH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT TEF I11/fl8/11 ,_(LI 60 W j^ 1 118"►! 5/16' — ( T. t ( 1 4-- 1/15- PVC ".1/15"PVC SCREEN SUPPORT- 6014 1/4" �-! T-- 741" 7/8" PVC GLAZING BEA0-6084 3/16'- ..._..........3. ............... �i t" -CM 41 SCREW SUPPORT -3113 N CO < 00121 ',s! GREW l•��i 466f"...y�CE.Ndi % 4.' -.r : Ne 30201 15% t' 1t .k • Mme. STATE OF tea : O6 4/9/2015 LUCAS A- TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET OESCRWTION: BOM AND EXTRUSIONS w 60: ADE 06110/00 DWd e: CWS -155 1:2 SHEET 4OF8 - 8^ MAX O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) SIZES OVER 38" x 62' ANCHOR LAYOUT - (FIN/ SIZES OVER 38" x 62^ ANCHOR AT MIDSPAN (1YP.) — 8' MAX, (TYP.)-- . 6" MAX. ((VP.}L. --tL j . 10 13/16" — MAX O.C. (TYP,) 4' (YP)..J 4 0 X 4" MAX. (TYP.) —� 4" MAX (TYP.) .... MAX. O.C. (TYP J .....LiTG RAO. 9' MAX. O.C. (TYP,) ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT -(FlN) SIZES 36^ x 62' AND UNDER SIZES 38^ x 62" AND UNDER NOTES: 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARNG SHIMS. MAX. ALLOWABLE SKIM STACK TO BE 1/4`. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE I I eR. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHAD. BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET B. 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 5. • • • • • • • • • • • • 8. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WiALL DRESSING OA STUCCO' FOR PONSRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMUIMAY INOBUDLRBLX De NW' HEOLOIRE 1!l WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1%i1 1S oJE0IN• E P 10 UV•T ASD SU2TTRATE. 7 A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL, S, WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQYIREMFMIS AS SHOWN INTAILE1, S4EEW 6. (0E)11CRETE AND MASONRY SUBSTRATES MAY NOT 8E CRACKED. • • • • • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL Wfi- RREStTANCE E7F INSTALtATION SHFRL BE DrNE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: MA FlAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE 74DOW$4 Ft$A/W( 12509X OINDC S), Ft r4AMAANDMA 300(EXTERIOR DOORS) •• • ••• • • • WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 W W W.CWS.CC 1 ' 8100 PVC SINGLE HUNG IMPACT UPDATED PER FBC RED N IZ 0 T1) Z5 w QCC D. w CI; ,otwatteig op -OGRE w ., Na 58201 vat . NF I*: STATE OF Fez • 4/9/2015 LUCAS A. TURNER, P.E. FL PEN58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEETDEscRi`T1oN: ANCHOR SCHEDULE AND NOTES Tsr VAI BY: DATE: ADE 06/10/08 DWG1, AP/,: CWS -155 C SCALE: 125 SHEET 5OF6 ••• • • • • ••• • • • • •• •• •• • • •• • •• • •••• •• •• •• • • • • •• • •• • • • • • • • • • • • • • • • • 000 • • • ••• • • SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE - — - MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT -- BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOP. SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN, EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM ------ INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 -- PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/7 1-1/8' FLANGE 7 CONCRETE (2.85 KSI MIN.) 311, EBODIULTRAWN •• _ • Y • 1" 001 &/16' EI.CO•1JI TROt'nN _ FLANGE • 2X MIN. SOUTHERN PINE3P1RWTgp N • • E (0=0.55) , W , f • • • •- • 1.31Y.3W 7t6' FLANGE 2X MIN. SOUTHERN PINE (G.0.55) #10 W000 SCREW 1.3/8" 7/8' FLANGE 16 GAUGE (0.060') MIN. STEEL STUD #10-16 HIL11 KWIK-FLEXOR INV (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW FULL THREAD THRU 3.060" Plt TH 10 TAIRU 0.135' 7116, 7118' FLANGE 1/8" ALUM. (6063.75 MN.) OR • • •1110•{ DE 5 SgNAP•e'II8 I 1/8" STEEL (33 KSI MIN.) • jO9ILU�N^G^ SCREW• FIN 2X MIN. SOUTHERN PINE (6=0.55) - re8 WQJ1 StREAT • • • - •• 4-i12'; • /16' 7/16- ••• • 0041 • • • • 000 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 41011 • • PERIMETER SEA BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 -- SUBSTRATE 1 BY OTHERS SEE TABLE 1 C MIN. EMBEDMENT SEE TABLE 1 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 -- SEALANT BEHIND FN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MR4. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. • PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.CC 8100 PVC SINGLE HUNG IMPACT U m �1�1tlIlfltf �ytt ge,..,ty Tfe�s AASGENiNtA :�r` No 58201 1 *_ T..33% STATE OFfact 469/2015 LUCAS A. TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-360-15574 PTS INSTALLATION DETAILS DATE: 06/10/08 SHEET 6 OF 6 lolumalloseirlatals Florida Building Code Online '►Efi i:. riAa 1 ; !ll t ] Florida pepartmentd BC15 Home 1 Lop In User Registration Hot Topics Submit Surcharge Busines Professi na Regulation rti Product Approval USER. Pubic User Page 1 of 2 product Approval menu > Product or AoLlcation Search > podicat1 n 1 ist > Application octan 1 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense 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 0 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Horizontal Slider • • • • • •• • • • • • • • • Evaluation Report from a Florida Registerecj,4rrfllI CJ or a LiZeoSiGii • Florida Professional Engineer •••• • Ei5 Evaluation Report - Hardcopy Received • • • • • • • • • •• •• •• • Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received • • • • • • • • • • •• • • • • • •••• • • • •• • FL16736 tt COI DnIfipg CWS4371B G -IS. -82C3, 74x63 IMP').pdf Statidattl AAMA/ W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2004 2005 2009 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2Um6... 6/24/2015 • • • Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 Page 2 of 2 Contort 114 :: The State of Florid a is am AIJEEO employer. .. 1 Ir -t • • • • • •. • • • • • • • • • phone: 850-4..474824 • • • • • • • • • Pdvaev Statement :: Acdes"tbility SArIF11 • • g,d S�1��1 i • T�"i Under Florida law, email addresses are public records. Ti you do not wand your e-mail address released in response to a publMMdilds request, as not send electronic mall to this entity. instead, Contact the Wee by phone or by traditional mail. if you have any questions, plane 9 87.1795. •Pyrs�yr�L Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the -carp rim�i with an e�1 adAresilf they have one. The smile provided may be used for official communicetion with the Ikensee. However emali addresses are�Wr rc�eard. It you do 7 w1sh ry supply a personal address, please provide the Department with an mall 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: • • • • • • • • • • • • 11lt�i®4� Mir Cr cit} of • • • • • • • • •• • •••• • • • • • •• • http://www.floridabuilding.org//pr/pr app_dtl.aspx?pararn=wGEVXQwtDquxobl%2flZm6... 6/24/2015 FL it Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", X0 or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", 013 +1- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass compiles to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS -8718 (HS -8200, 74x63. IMPS.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27,odf FL16736 RS AE EvaIRep CWS -8716 (HS -8200. 74x63, IMP).odf FL16736 R1 AE Quanex,(Mlkron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/-60 Other. Large Missile, 111" x 63", DP +1- 60 psf. Outer lite in LG, must be safety glazed when used above 30 ft. In HVHZ. Gass complies to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS -869B (HS -8200 111x63. IMP),pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 Ri AE DuPont PVB NOA 13-0129 27.pdf H.1.6736 R1 AE DuPont SGP NOA 11-0624 02,odf FL16736 Ri AE Eva&Reo CWS -8698 (H5-8200. 111x63, IMP).pdf FL16736 Ri AE Quanex (Micron) NOA 12-1017 02,odf Created by Independent Third Party: Yes Contort 114 :: The State of Florid a is am AIJEEO employer. .. 1 Ir -t • • • • • •. • • • • • • • • • phone: 850-4..474824 • • • • • • • • • Pdvaev Statement :: Acdes"tbility SArIF11 • • g,d S�1��1 i • T�"i Under Florida law, email addresses are public records. Ti you do not wand your e-mail address released in response to a publMMdilds request, as not send electronic mall to this entity. instead, Contact the Wee by phone or by traditional mail. if you have any questions, plane 9 87.1795. •Pyrs�yr�L Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the -carp rim�i with an e�1 adAresilf they have one. The smile provided may be used for official communicetion with the Ikensee. However emali addresses are�Wr rc�eard. It you do 7 w1sh ry supply a personal address, please provide the Department with an mall 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: • • • • • • • • • • • • 11lt�i®4� Mir Cr cit} of • • • • • • • • •• • •••• • • • • • •• • http://www.floridabuilding.org//pr/pr app_dtl.aspx?pararn=wGEVXQwtDquxobl%2flZm6... 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44Th 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 5Th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -871B, signed and sealed by Lucas A. Tumer, P.E. 3) Test Reports NCTL-21 0-3887-1, -1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1 886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS -87113, signed and sealed by Lucas A. Tumer, P.E. Installation: Units must be installed according to approval document CWS -87113. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871B • Achieves design pressures of +1-60 psf . • • Is Large Missile impact resistant and does not require the use of shutters • • • May be used in the High Velocity Hurricane Zone • • • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27* . • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 1`l16f /.021 t I have evaluated the interlayer and framing materials in these Dupont and QuanexN:JX� .and find • that they comply with the requirements of thc 5Th Ed. (2014) Florida Building Codelp? Ine in this.. • product. • • • • • • • • • Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire,a finan�iai"' interest in Custom Window Systems or in any company manufacturing or distributing product; for whielt • • this report is being issued. 1 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. won'iu$' DREt+px �`rw Si• a rk'%. ae. +J No 58.20 I:41.4. ro � ,' � 455,1, ,• w 4/18/2015/_ Lucas A. Turner, P.E. FL PE #58201. TATE OF C?,c+ 414, , St" r• ar Lucas A. Turner 2015-04-18 22:21-04:00 ORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4' MAX, OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH (3a 1/4" 11AX. FLANGE HEIGHT 63' MAX. UNIT HEIGHT 58 13116" GLASS DLO 0 59 9/16" MAX SASH HEIGHT TABLE OF CONTENTS GENERAL. NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 • A ._....-33' GLASS DLO 36 S'16" MAX SASH WIDTH ----+ •• ••• • • • • • •• • • • • • • •• ••• • • •• • • • •• GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS:'0X', "XO-. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOO ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS.8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 1 1 . EXTERNAL WEEP SLOT - 114' x 1' LOCATED 4' FROM BOTH ENDS. • MAA fNIT §IcEI :OESK M PfteSSURE RATING IMPACT RATING _ • ; 71"x3•.._� • •• +/:60 PSF LARGE MISSILE IMPACT •• • •• ••• • • •• ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Lucas A. Turner 2015-04-11 15:18-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT sir �;EtT{1ttIM/�� y aoREw ;ix, JGP? ��. NOENS? .% . ` z M8 58241 '.9 •a. * :*= • STATE OF ,'W 41 '14160 t• 4/11!2015 LUCAS A. TURNER, P.E. FL PE* 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 SHEET DESCRIPT ON: GENERAL NOTES AND ELEVATIONS DRAWN 6Y' IDATE: ADE 10(10/13 CWS -871 B or., E. 1:15 SHEET 1 OF 5 INTERIOR SECTION A -A 1 INTERIOR SECTI ALTERNAT) • • • • • • •• • • • • • • • •• ••• • FIA SECTION B-8 NOTE FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (VYP.) MIDSPAN OF SASH (ITEMS 35 & 38) HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ••• •••1:)0•• • • • • • • • • • • • • • •• •• •• • • • •• • • •• • •• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SWEEP LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POM'TS (ITEM 27) 718" OVERALL 119' ANNEALED or TEMPERED 5/15" LAMI VS' ANNEALED -.084 DUPCNT PVB INTERLAYER 1/8" ANNEALED (rf PLIRFECT GLAZE "H' I I ir SIKAFLEX 552 i LASS BITE aggPllMr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SUDER IMPACT gg 0 2 LU BY: I ©ATE: 0 IS d w a 2 LUCAS A. TURNER, P.E. FLPEN58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.3801574 SHEET DESCRIPTM SECT)CN VIEWS AND GLAZING DETAIL DRAWN 6Y: ADE 10/10/13 G tl: CWS -871 t"7- 1:2 ^1:2 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL 1 14-1497 Reinf. Sash Meet. Rall Keymark Alum 2 H-1699 Raint. S.B.R./S-S.R, Keymark Alum 3 H-1836 Meet, Rall, Fad. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 14-6050 Sash Meet, Rail, PVC Mikron PVC 7 14-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., 514, wiP19., PVC Mikron PVC 9 P-3029 Screen Pull Tab Summit 10 P-3033 Screen Spring, SS Hurley 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Altmetal RoiiForm 13 P-3228 Screen Spline, .155 Dia., Bk. Daps 14 P-4754 Screen Frame Corner Key Ailmetai IVyro1 15 P-3342 Seam Sealer, SM -5504 Schnee Silicone 16 P -'l52 Set. Blk-, 65 Dur., I/8°x5/8" x 2° L.g. FrankLawe Rubber 17 P-3429 Wstp., 0.270 x .187 back RnSeai, Grp Ultratab 18 P-3539 #8 x 3/4" Square TEK 2 Zile Fastener Steel 19 P-4730 48 x 1/2° Truss PH TEK 2 zinc Fastens) Steel 20 P-3752 Cap Plug, l/2" Hole M&M Nylon 21 P-3783 or P-5250 Spring tock, impact, PVC Interlock 22 P-4779 Roller, Tandem M&M Nylon 23 P4051 rt8 x 1 1/4 Ph FHTEK, Wht. Fastens! Steel 24 P4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Cher w/ Flap M&M Nylon 26 P-4638 48 x 21/2 Ph Truss SMS Ajax Steel 27 P4958 Rotary Lock Sullivan 2))nc 28 P4952 Keeper, Rotay Look Sullivan Zinc 29 P4959 Wstp., 0.420 x .187 back FinSeai, Grit LJItralab 30 P4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Kaymark Atum 32 S-1498 Relnf. S.B,R.tS.S.R, Keymark Alum 34 9-1776 Roller Track Keymark Alum 35 9-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 5.6005 Anti Lie Mikron PVC 38 6-5013 Sore, Adapt.. wt Nib, PVC Mikron PVC 39 9-6014 Scm, Adapt, PVC Mikron PVC 40 9-6063 Fixed Rall Cover Mikron PVC, r 41 S-6064 Glazing Bead Mikron :VC 42 GLASS SEE SHEET2 CARDINAL GLASS 43 Purfect Gime °H', StkaFlex 552 Henkel / Sika SO.Asree ' • ••• • • • ARE ALUMINttJ :083-8 I 33 LINEITEMS NOT USED: NOTE ALL EXTRUSIONS PVC FRAME FLANGE -6049 PVC FRAME FIN 6049 H,1 3J16" 16' FIXED RAIL -1836 PVC SASH MTG RAIL -9050 PVC SASH SIDE RAIL -6081 PVC SASH TOPIBTM RAIL -6052 PVC FIXED RAIL COVER - 6063 J r 1 6/16" PLAN VIEW -1999 718" HEAD IMPACT HOOK -1999 r0 3/16" 1/16' 1. J PLAN VIEW -2000 r---. 316" L-{-12" • • • •CRE. SUPPORT -1113 • • • • •• •• • • • •• • ••• ••• • • • • 14.ESS43iHE W/ISEsNOTBD. • •• •• •.• • ••• • • • ••• • • • •• L L 1116' PANEL IMPACT CATCH - 2000 fj 1/18" SASH MTG, RAIL -1497 3/18" -4 3/4° (+- 7 1n 8" S B.RJS.S.R. -1499 1/4' 7/8° L PVC GLAZEBEAD - 8064 12" !+1 1/8"--1 1116" PVC SCREEN CATCH - 6013 CORNER CONSTRU CORNER WELD (ALL SIDES) 1:8 ON C WINDOW SYSTEMS 'I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OLITERFRAME 1:8 8200 PVC HORZ SLIDER IMPACT 314"� ✓ —r 15/16" SASH REINF, -1699 1/16' 7/16"^ —11/4" --1/16" ROLLER TRACK - 1776 r7/8"- 91 1/16' GLAZE BEAD -1112 -1/16' PVC ANTI -LIFT - 8006 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • EMK 104/07/15 a ADE ;02!24!14 w Q .01:011;74141".,,,. ,S15)•"--'vGEHgF-° + 7VMo • 58201 ; �+ -. STATE OF Pte' &JyerNA m, t Yz- 4/11/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 6TEET DkSCAIPT)DN: BOM AND EXTRUSIONS DATE: ADE 10/10/13 taro* CWS -871 t3 12 SHEET 3 OF 5 INSTALLATION ANCHOR INP.) ANCHOR LAYOUT - (FIN). 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 1/16' I5 PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 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 MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SHEET 5. • • • • • • • • • • • • • 8. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRE*SING OR SRUCCP F C N CI% OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INC UDDE 40 R�U E 1 (tjOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS Bir Y-` T P ' AN S SIRAi£• 7 A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY 2ESIGN=DQ BY THF HIW`...$$ OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREM EN7 $ASSIII!WN I14 jR$`E1,'IEET 5. CO RETFDAND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESSj+�4CE ISMALL• • • 5 1 �F Ny250(801 W NU), DONE BY DITHERSFOLLOWINGTHE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAlAAMA 100(FIN WINDOWS), FMAlAAMA 200(FLANGE WINDOWSF, A+IyGMA 250(BOIr WIN11C•WS}, FMr>c1�MA/!Ir,�MA 300(EXTERIOR DOORS} •-. • • •_•_-.• • • WIgiAr Ct SYSTEM 1900 SW 44Th AVE. OCALA, FLORIDA 34474 WWW.CWS.CC t;r 8200 PVC HORZ. SLIDER IMPACT 8 W d w ED EDGE DIST. z c1 z 0 a W 5 0 crw 4 trrrrrrrttt ?ik P,�sOREW #sre. P *3.0EAI ii1.,'41 St. v ? Ne 5$201 %S A *: * • : A _ STATE OF �w.' 4/11/2015 LUCAS A. TURNER, RE FL PE 1758201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ESCRPTION: ANCHOR SCHEDULE AND NOTES DA ADE 1011 CWS -871 8 1:20 SHEET 4 OF 5 ••• • • • • • • • • • •• • • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHNO FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 SHIM MIN, EMBEDMENT SEE TABLE 1 1. MN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 lI4' MAX. SHIM ---1 ,..- „or, ----1---40r ,_ INSTALLATION ANCHOR—) 1 • ' SEE TABLE I �$� ,air / 11 P SUBSTRATE BY OTHERS SEE TABLE 1 MN EDGE DIST. SEE TABLE 1 -L PERIMETER SEALANT BY INSTALLER INSIDE AND OUT —SEALANT BEHIND FLANGE BY INSTALLER TABLE 1: APPROVED INSTALLATION FASTENERS FRAME NGE WE ANCHOR T M1 i5time -•a • CONCRETE (2.0 KSI MN.) SOT rTW TAPCON 1-1/2' 1-1t8" �.'4. _,. .. _•. II -m • to .it ,. t u ,.-. • , 2' FLANGE CONCFcTE (2.85 KSI MIN.) 3r1$" ELCC AILTP.1(Fi•N • • • •i" • • .1/4'• • 1+ FLANGE GROUT -FILLED CMU {ASTM C40) 3/16' ELLO ULTRA G +! 2-1/ FtANOE 2X MN. SOUTHERN PNE (G=0.55) 3116 RW •y1PCON• • •• OR ELCO ULfRACO • - 1€10 WOOVSCREW • i 1:6/8i . • • 1 13/8' • 7/8' 7/8 FLANGE 2X MN. SOUTHERN PVL (G.0-65) FLANGE 16 GAUGE (0.0601 MN. STEEL STUD (33 KSI VELD MN) 410-16 HILTI KWJK•FLEXOR RWFULL TEKS SELF -DRILLING SCREW 410 GRADE DAEIF-TAPPj+G4 DRILON( CRI Y !18 WO*SCRL�W • • • • r4 - • - • s THREAD THRU 0.060' •:IL THRtirp- •fit T12• �. • •-• ._ •: • • • 7/18" 7/1G 112' FLANGE 1/8" ALUM. (6063-T5 MN) OR 1/8' STEEL (33 KSI MN.) FIN 2X MN. SOUTHERN PNE (G_-0.55) - •• • PERIMETER SEALANT ------ BY INSTALLER INSIDE AND OUT MIN, EDGE DIST. j —SUBSTRATE SEE TABLE 1 BY OTHERS 1/B' MAX. SHIM SEE TABLE 1 L MN EMBEDMENT SEE TABLET PERIMETER SEALANT BY INSTALLER INSIDE ANO OUT - INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION D 1 HORIZONTAL SECT ION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 114• FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPUED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • WINDOW SYSTEMS 1900 SW 44Th AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ SUDER IMPACT 0 O LUIQ m Z :,....§./ : Ne 58201 — % *? •*, •C 'pDy STATE OF : o,.:tV t �`�. . rya .c 411112015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 E DESCHP1 QN: INSTALLATION DETAILS • CWS -871 10/10/13 v. B SHEET 5 OF 5 Florida Building Code Online Til ' ► ��t� i .'t:4111k ri 1 90 de pepaftillentai Busines (L Profess! na Regulation SCIS Home 105 In User Registration Hot Topic r•�ara�'�*�at� .,,Ar4FRUArtt •IM Product Approval USER: R:blic User Product Approval Merit > product or Acoticatton Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Submit Surcharge Stats & Facts 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 Page 1 of 2 Custom Window Systems Inc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss©cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc ]ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jiathrop@cws.cc Windows Horizontal Slider • • • • • • • • •• • • • • • • .••• . • • • •••• • • ••• Evaluation Report from a Florida Registeredrt tgQ or a Liebulpi9 Florida Professional Engineer EZ Evaluation Report - Hardcopy Received • • • • • Lucas A. Turner • • • • • PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received fL16L3G RI. COl • • • • • • •••• • • • •• • 11f3...Ci?S- Z()0. 74xE+3, IM?).ag. Standard HAMA/ W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2004 2005 2009 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6... 6/24/2015 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/15/2015 04/21/2015 04/25/2015 06/22/2015 Page 2 of 2 Catitigle tlaek Neat phiinc. 850-487-1824 •••• • • ••• • • • • • ••• The Stats of Florida Is an A VEER employer. Cuovriaht.2007-2013State of Florka, :: Privacy Statement ; ; Accatslyllllat Soo:ArT • Refund Satre Under Florida law, email addresses are public records. If you do not want your a -mail address released at response to a public etectronk man to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Icensed under Chapter 455, F.S. must provide the request, do not stnd 7.1395. "Pursuant to eparh0fen Ith an •nwi address if they have one. The malts provided may be used for official communication with the licensee. However email addresses are rublk rem . If you d4n8t,tyiiitttp• supply a personal address, please provide the Department with an email eddress which can be made available to the public. To geterrnini if you are a4lc000ee under Chapter 455, FS., please dick has.. • • • Product Approval Accepts: • • • •••• • • • Kfl 141:if rit* sus ut;t-. Credit worm AFE •• • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8ob1%2fIZm6.., 6/24/2015 FL tut Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63', XO or OX. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS -8718 (HS -8200. 74x63. IMPI,Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVR NOA 13-0129 27.odf FL16736 RI AE EvalReo CWS -87113 (HS -8200, 74x63. IMP) pdf FL16736 R1 AE Ouanex (Mikronl NOA 12-1017 02.od( Created by Independent Third Party; Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. In HVHZ. Glass compries to ASTM E1300-04. inettallation Instructions FL16736 R1 11 CWS -8696 (HS -8200 111x63. IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.txdf FL16736 RI AE DuPont SGP NOA 11-0624 02.odf FL16736 R1 AE EvalReo CWS -81396 (HS -8200 111x63 IMP).odf • • FL16736 Rt AF Ouanex (Mikrgt) NO/SO-1017;Q= • Created by Independent Third Psrty:d el • Catitigle tlaek Neat phiinc. 850-487-1824 •••• • • ••• • • • • • ••• The Stats of Florida Is an A VEER employer. Cuovriaht.2007-2013State of Florka, :: Privacy Statement ; ; Accatslyllllat Soo:ArT • Refund Satre Under Florida law, email addresses are public records. If you do not want your a -mail address released at response to a public etectronk man to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Icensed under Chapter 455, F.S. must provide the request, do not stnd 7.1395. "Pursuant to eparh0fen Ith an •nwi address if they have one. The malts provided may be used for official communication with the licensee. However email addresses are rublk rem . If you d4n8t,tyiiitttp• supply a personal address, please provide the Department with an email eddress which can be made available to the public. To geterrnini if you are a4lc000ee under Chapter 455, FS., please dick has.. • • • Product Approval Accepts: • • • •••• • • • Kfl 141:if rit* sus ut;t-. Credit worm AFE •• • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8ob1%2fIZm6.., 6/24/2015 URNER ENGINEERING & mss.. CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -869B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and -4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S2/A440 '08 4) Supplemental Calculations to support CWS -869B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869B. Limitations of Use: This product: • • • May be used up to the sizes and daylight openings indicated in CWS -869B • • • • Achieves design pressures of +/-60 psf ' • •' • • • • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Dupont Butacite PVB Interlayer per Miami-Dade./411 • 13- • 0l29.27t, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-t?a'de N.O. A • 11-0624.021 • • • • • • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. l;�Q1,7.02t • • • • • • • • • . • t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAH and find' that they comply with the requirements of the 5th Ed. (2014) Florida Building Code ! r•dsean 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 1 intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 1 4%0 p. ,, 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 22:21-04:00 HORIZONTAL SLIDER - LARGE MISSILE IMPACT MAX, SASH WIDTH TABLE OF CONTENTS GENERAL NOTES 5 ELEVATIONS ..... 1 GLAZING DETAILS 2 SECTION VIEWS 6 GLAZING DETAILS3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 •• ••• • • • • • •• • • • •• • • 1 • • •• • • • •• ••• •• • • • •• 4' S GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDRTON INCWDING THE HIGH VELOCITY HURRICANE ZONE {HVI G) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: SEE SHEET 2) 3. CONFIGURATIONS: 'OX", 'XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 0-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 5-1300-04. 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 C4=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION FIS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 - FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT .1/4" x 1" LOCATED 4' FROM BOTH ENDS. °MAX.UNITSIE•E i1[ ir4 MAA VVtHALL ILA61(.2 WIUIH IMPACT RATING 111" $3" : 111" MAX. UNIT WIDTH LARGE MISSILE IMPACT 49 15/16' GLASS DLO 24 5(8 GLASS DLO 19 /4" fEP,ALL JGHT 89 hMAXX. HEIGHT 1 59 8/16' MAX. SASH HEIGHT I , I 5613116"ASS DLO `"F C 1 D D SGLA OLc e 8 MAX, SASH WIDTH TABLE OF CONTENTS GENERAL NOTES 5 ELEVATIONS ..... 1 GLAZING DETAILS 2 SECTION VIEWS 6 GLAZING DETAILS3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 •• ••• • • • • • •• • • • •• • • 1 • • •• • • • •• ••• •• • • • •• 4' S GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDRTON INCWDING THE HIGH VELOCITY HURRICANE ZONE {HVI G) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: SEE SHEET 2) 3. CONFIGURATIONS: 'OX", 'XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 0-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 5-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR C4=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION FIS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 - FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT .1/4" x 1" LOCATED 4' FROM BOTH ENDS. °MAX.UNITSIE•E DESI t f'RES$eJR1;PRATING IMPACT RATING 111" $3" : • • • • • +4 60''SF: LARGE MISSILE IMPACT •• • • • • • ••• • • • • • • • • • • ••• • • • • • •• • • ••• • • • • • • • • • • • • • •• •• ••• • • Lucas A. Turner 2015-04-11 15:17-04:00 WINDOW =ITEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWs.Cc 8200 PVC HORZ. SLIDER IMPACT UPDATED PER 2014 PBC I EMIL m m m 2 0 0) W FZ 1z. 4/11/2015 LUCAS A. TURNER, P.E. FL PEA 58201 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 ITEET SWAIN ice- GENERAL NOTES AND ELEVATIONS DM -I. BY TEF 10111/13 DWG I: ft CWS -869 8 SHEET 1 OF 6 1:20 7Ar OVERALL ale' ANNEALED OR TEMPERED Ix' AIR SPACE .09C SENTRY GLAS3 IONOPLAST INTERLAYER r•-• -306' ANNEALED PURFECT GLAZE II' SIKAFLEX 552 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 7/13- OVERALL ANNEALED OR TEMPERED 3,8 AIR SPACE 118 LAMI - VS' ANNEALED DUPONT PVB INTERLAYER VT ANNEALED PERFECT GLAZE 'Fr SIKAFLEX SS2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 6.111 him WNOOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWS.CC 8200 PVC HORZ. SLIDER IMPACT 8 0 S o t$4 1Jp tORE%i# •-t • Ne 58201 • *S• • 7. :cr .413 t STATE OF :41:: •.*; %.•.„ ;I& Z• 1'1,0 **••4 0 R .6.Sts.,••• • ...... #44;glit14.1 4111(2015 LUCAS A. TURNER, RE. FL PE * 58201 1239 JABAFiA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 tRiET MAMMON; GLAZING DETAILS BY !DATE: TEF 10/11/13 CWS -889 ! SHEET 1:1 I 2 OF 8 INTERIOR SECTION VIEW B -B — HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) INTER IOR SECTION VIEW A -A SECTION VIEW D -D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBS11TUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNFTS. JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. NOTES: - EITHER IMPACT HOOKS OFI ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. HEAD IMPACT HOOK AND • • • • • • • • • 4•IRMEPIVACT HOOK/ROTARY LOCK LOCATIONS • • • • • • • • • 1:20 SECTION. 46C • • • • • • • ALTERNATE FWE •• • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Cilagallfr WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW.CWS C,C 8200 PVC HORZ. SUDER IMPACT 03 6- 12. 2 Hz < 6 fr.1175;1.sim!TER*5 8 2::!:3 o - R z 0 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 WWI DESCAPTION: SECTION VIEWS TEF 10/11/13 CWS -869 B SCALE: 1:2 I SHEET 3 OF 6 STEM 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21 24 25 26 27 28 29 30 31 32 33 34 PART* H-6049 H-1681 S-6077 P4638 P-3342 S-1776 S-6013 S-8014 P-4479 S-8064 11-6050 H -6051 - H-6052 H-1497 11-1498 141699 P4429 P4783 P4051 P•4089 P-3539 P4958 P4933 P"4952 P-4779 P-3541 GLASS P-3028 P-3218 P-4754 P4755 P-3029 PARTS LIST DESCRIPTION Main Frame, SH/HS, Flange, PVC Fixed Rail, Heavy Outy, Aluminium Cover, HD Fixed Raft, PVC 08 x 21/2" Ph Mod Truss Type A TEK Seam Sealer, SM -5504 Roller Track Screen Adapter, Jamb, PVC Screen Adapter, Head & S0, PVC Weep Cover w/ Flap Glazing Bead Sash Meeting Rail, PVC Sash Pull Rail, PVC Sash Top/BO(. Wit, PVC Reins. Sash Meet Rab Reinforcement, Sash, Side Rall Reinforcement, Sash Put Raif Wale., 0.27D x .187 back FinSeal, Gil Lock, Impact, PVC #8x 1114" Ph Fiat Tek,WM. Keeper, impact, PVC #8 x 3/4" Square PH Tek, W M, Rotary Lock 8-32 x 1/2" Barrel Fastener Keeper, Rotary Lock Roller, Tandem #8 x 1/2" Quad PH TEK 2 Z8ic SEE SHEET Purfect Glaze "H" or SStasax 552 Sat. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Screen Frame Screen Comer Key Screen Corner Key w/Salety Tab Screen Pufl tab vaccR Mikron Keymark MIkron Alex Schnee Keymark Mikron Mikron M&M Mlkron MIkron Mikron MIkron Keymark Keymark Keymark Ultratab Interlock Fastenal helot* Fastenal Interlock Interlock Interlock M&M Fastenal CARDINAL HenkeVSIka Frank Lowe A6metal Alimetal Allmetel Summit MATERIAL PVC Alum PVC Steel Silicone Alum PVC PVC Nylon PVC PVC PVC PVC Alum Alton Alum St Steel Nylon St GLASS Silicone Rubber RottForm Nye Nylon 35 P-3033 Screen Spring Fla. Spring SS 36 P-3228 Screen Spline Dapa 37 P-4772 Screen Cloth, Fibergtasa 40 P-3113 Screw Supped, PVC Trani Plastics 41 P-3752 Cas Plug, 1/2" Hole M&M 42 5-1577 Impact Hods, Frame, Jamb Keymark 43 S-1112 Reinlorcemem, Head, Jamb Keymark 44 0-2000 knpect Channel, Sash Keymark 45 P3748 #6 X 5/8 Ph FH TEK, Zinc, Painted Ajax 46 S-1999 Impact Hook, Frame, Head Keymark 47 11-6048 Main Frame, SFV -1S, Fin, PVC Mlkron 48 0-6055 Retire Track, PVC, (An*1-1i6) Mikron Rubber Nylon Alum Alum Alum Steel Alum Pvc PVC 49 P-5250 Lock, Impact, PVC, w/Flipper Interlock • P4730 #8 x 1/2" Ph Mod Truss TEK Fastenei steal• •• 3 l/8"---' CORNER CONSTRUCTION • 3&15 CllesZintr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.00 CORNER WELD 4ALL SIDES) 1:8 PVC FRAME FLANGE -6049 HD MTG RAIL -1681 PVC FRAME FIN -9048 8200 PVC HORZ. SLIDER IMPACT ;.".........2 3118"---« TO RAIL -6050 PVC SASH SIDE RAR -6051 PVC SASH TOP/'BTM RAC -6052 PVC HD MTG RAIL COVER -8077 -0 3/16- FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 1 PLAN VIEW -1999 t 5n8' y 48.1 -40 } ... HEAD IMPACT HOOK -1999 0 3/16" 518'' T �y...4.0 -i/16" SASH MTG. RAIL -1497 314- 15116" 1 SASH REINF. • 1689 3n6'�I3/4" � ^7(16" I 1 Vd'1-i II i tt 1/18" ROLLER TRACK -1776 6" L —I &8" 1/16" mit—vt6- S.B.RJS.S.R.-1496 ornirtro `4•6s%p 1t3REW TGA J: Ne 58201 i Z # S ro; ir: STATE OF f 44 4/11/2015 PLAN VIEW -2000 PANEL IMPACT CATCH • 2000 1L' • •• • • • • • • ••• •• • • • •• ••• • • ••• LICE ITyASTIpT•USE91: 4,6439 • • • • •t• •1 03/16" PVC GLAZEBEAD - 6064 112"- 1•+11 {ail L_ 1/16" 1/18" PVC SCREEN CATCH - 6013 ALUM SASH IMPACT HOOK -1577 3/18 3" 1 SCREW SUPPORT- 3113 ••• •••• • • • • • • • NOTEALL E4II1USIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. -11/8'" sft6" {... may, 1/16" PVC SCREEN SUPPORT - 6014 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j+718 r- 96' I 1/16" GLAZE BEAD - 1112 1/16 PVC ANTI -LIFT - 6006 LUCAS A. TURNER, P,E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCH BOM AND EXTRUSIONS TEF CWS -869 Sc 1:2 10/11/13 REV: 8 SHEET 4OF6 6" MAX (TYP.) 6' MAX. IT(P.)— 17" -.... MAX. O.C. DTP.) NOTES: Q 3' (TYP,)- 3" (TYP) ... 1614'' I MAK. D.C. (TYP.) (- SEE NOTE 2 11(11 INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT •(FN) 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 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 96 AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEETS. 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 MANU T1 j IS Ij1STALLAy0N RiSTIIUCTIOAS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MI/JIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSINGPOR STL•01CO3 Op IE SIC USP WGS, EMBEDMEMT SHALL BE BEYOND W000 BUCKS, IF USED, INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY NCWOE EUT D9140? U 1X W 0 1 BETWEEN THE PRODUCT AMD SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETAEN TME ODU AND SUBS E. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL, BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHAL ABE PFOPRRLY DESIGNEL•ElAIHE ARCRI!ECT ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS 11) THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTSPA6 HOVIN IN TABF 1,SHEE 6. CONCI TE AN MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANC OF I AItATICSiVS'HAL: WE INE�Y4OTHFfit FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA100(FINWINDOWS).FMA/AAMA200(FLANGEWINDOWS). j'l DL50(B0YWYjDOW'S).FMNAAMAIWDAM300(EXTERIORDOORS) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC • 8200 PVC HORZ. SUDER IMPACT N6 58201 SA i • STATE OF "ty: O,p�, ,n ,• •44T SA;"eZ•4% ; ASO 4/11/2015 LUCAS A, TURNER, P.E. FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SH1:Er ocSCRI ANCHOR SCHEDULE AND NOTES 6(1AWN BY: TEF 10/11/13 UWG R: SPY CWS -869 B SCALE: SHEET 1:25 50F6 MN. EMELT.DMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS rt„ *—• MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT BY NSTALLER AND D OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE ANO OUT SUBSTRATE BY 0TH SEE TABLE 1 ♦1-t..r—, t" MIN. EMBEDMENT SEE TABLE 1 L-- 114' MAX. SHIM 1/4" MAX SHIN MIN. EMBEDMENT SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE MN. EDGE DIST, EE TABLE 1 1/4' MAX. SHIN — 3 SUBSTRATE BY OTHERS SEE TABLE 1 NSTALLATION ANCHOR SEETABLE 1 F /// MIN. EDGE DIST. SEE TABLE t 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND E BY INSTALLER B HORIZONTAL SECTION 8 TYPICAL JAMB ANCHORAGE ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• Y• ••• • • • ••• • • PERIMETER SEALANT BY INSTALLER INSIDE ANO OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX SHIM •••••+ry ;—SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 • S /Min WINDOW SYSTEMS • M ' 1900 SW 44TH AVE. OCALA,FLORDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PERIMETER SEALANT BY INSTALLER INSIDE AND OUT -• INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHND RN BY INSTALLER -. HORIZONTAL SECTION 8 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR RN INSTALLATION HORIZONTAL SECTION BOX FRAME INSTALLATION READ AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL. NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED. - MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. a2 t4i.s+urrr tai qtr 70, dOp ENF•�cn�. . No 58201• *:*- *T% STATE OF :IVA O W. f �q! 44, rtriOrNt140 AL.ya 4/11/2015 LUCAS A. TURNER, P.E. FLPE1t58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS N 8Y: DATE. TEF 10/11/13 CWS -869 SCALE: 1:2 B SHEET 6OF6 TASLE 1: APPROVED NSTALLATION PASTENERS FRAME� —CONCRETEE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1 1" FLANGE CONCRETE (265 KSI MINS 9/18" ELCO ULIT kCelf • • i• 3/18" ELCO IiL.TRACON • • >. 1" • . • • *114• • • • 1, FLAME GROUT -FELLED CMU (ASTM G90) 2.1/2" FLANGE 2XMIN. SOUTHERN PINE (G-0.55) 3/18" ITW TAP OR ELCO UIJyi�A O • • •• •• • •• i • • • • 7t8° FLANGE 2XMIN. SOUTHERN PINE (G-0.55) 910 W000 SCREW I-316' 718` FLANGE 16 GAUGE (0.080") MIN. STEEL STUD (33 KSI YIELD MINI 410-1B HEMKWIK-FLEX 0R ITW TEKS SELF -DRILLING SCREW FULL THREAD 11410.060• FLANGE 1/6" ALUM. (6063.05 MIN.) OR 11S" STEEL (33 K5! MIN.) • 910 GRAipg iSEIVAPPNW DRILLMDSOREW • • • FUYL THREAD • TN4U 0.125" • • c%e• LL i/16' FIN 2X M N. SOUTHERN PINE (G®0.55) 96 WOOD a ftE W i • • _ • i &.I/2" • • •I!e" ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• Y• ••• • • • ••• • • PERIMETER SEALANT BY INSTALLER INSIDE ANO OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX SHIM •••••+ry ;—SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 • S /Min WINDOW SYSTEMS • M ' 1900 SW 44TH AVE. OCALA,FLORDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PERIMETER SEALANT BY INSTALLER INSIDE AND OUT -• INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHND RN BY INSTALLER -. HORIZONTAL SECTION 8 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR RN INSTALLATION HORIZONTAL SECTION BOX FRAME INSTALLATION READ AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL. NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED. - MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. a2 t4i.s+urrr tai qtr 70, dOp ENF•�cn�. . No 58201• *:*- *T% STATE OF :IVA O W. f �q! 44, rtriOrNt140 AL.ya 4/11/2015 LUCAS A. TURNER, P.E. FLPE1t58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS N 8Y: DATE. TEF 10/11/13 CWS -869 SCALE: 1:2 B SHEET 6OF6