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WS-20-590
WS-03 Am 2-Omp 9/ti l J Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-03-20-590 Nnn Permit Type: Windows/Shutters �Wl orb lossiJicotion: Window/Door Replacement Permit Status: Approved Issue Date: 05/14/2020 1 Expiration: 11/10/2020 Parcel Number 351 NE 103RD ST, Miami Shores, FL 33138 1121360130260 Contacts CHRISTINE S SOUTHARD Owner 351 NE 103 ST, MIAMI SHORES, FL 33138 Other:3053088133 PARADISE EXTERIORS LLC Contractor DANIEL WAYNE BECKNER 2118 CORPORATE DR, BOYNTON BEACH, FL33426 Business:5617320300 PARADISEEXTERIORSLLC@GMAIL.COM Description: REPLACE 15 WINDOWS Valuation: $ 28,400.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $17.40 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $5.80 Scanning Fee $12.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $297.70 Payments Date Paid Amt Paid Total Fees $297.70 Credit Card 05/14/2020 $297.70 Amount Due: $0.00 COVI D 19 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. May 14, 2020 Page 1 of 2 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 5115/16 Qualifier/Owner Signature Date Print Name RECEIVED BUILDING Miami Shores Village MPLD 18 2020 Building Department BY, � • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-22.04 Fax: (305) 756-8972 Tit INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20(� Master Permit No. PERMIT APPLICATION 14 BUILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS [-]CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 351 NE 103 ST City: Miami Shores County: Miami Dade Zip:33138 Folio/Parcel#:11-2136-013-0260 Is the Building Historically Designated: Yes --NO Occupancy Type: ___ Load: —__ Construction Type OWNER: Name (Fee Simple Title holder):CHRISTINE SOUTHARD Address:351 NE 103 ST City: MIAMI SHORES State: FL Tenant/Lessee Name:_ —.1.„. I . Email G C Q% 64,Al Flood Zone: BFE: _ FFE: e005-308-8133 n e#: Zip: 33138 CONTRACTOR: Company Name: Paradise Exteriors, LLC Phone#: 561-732-0300 Address: 1918 Corporate Drive City: Boynton Beach state: FL Zip: 33426 Qualifier Name: Dan Beckner Phone#: State Certification or Registration #: SCC131150472 DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $28,400 Type of Work: ❑ Addition ❑ Alteration Description of Work: Replace 15 Windows Specify color of color thru tile: Submittal Fee 5 Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $_ Structural Reviews $ Certificate of Competency #: _ Phone#: City: State: Square/Linear Footage of Work: Zip: ❑ New ❑ Repair/Replace ❑ Demolition Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee S. Bond $ TOTAL FEE NOW DUE $ 4- ly (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 w'.!I 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. ael Signal�ySignature OWNERorAGENT The foregoing instrument was acknowledged before me this — — day of _Aa— _, 20 2-6 _, by ✓11 ho is personally known to me or who has produced identification and who did take an oath. as CONTRACTOR The foregoing instrument was acknowledged before me this _ A � day of�_ 3 ___, 20 Z b _, by b'P4rN k P) ItC"tr ,, who is personally known to V' me or who has produced t ,nOL��V k)q" as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: wnb�s� Seal: YP;; KIMdERL GG 205763 Seal: �•; a?' MV COMMISSION# 0, 022 &EXPIRES.WELL {: IRE PEXP'`Public Undetvrtit°G916937 :+,�o��c,; BondedThtuNoary 26, 202 ****** A1 ____ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) KIRIKIKIM Property Search Application - Miami -Dade County OFFICE OF" THE PROPERT_"YGi'rRAtS Summary Report Property Information Folio: 11-2136-013-0260 Property Address: 351 NE 103 ST Miami Shores, FL 33138-2432 Owner Mailing Address CHRISTINE S SOUTHARD TRS CHRISTINE S SOUTHARD REV TRUST 351 NE 103 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area 2,736 Sq.Ft Living Area 2,200 Sq.Ft Adjusted Area 2,460 Sq.Ft Lot Size 12,300 Sq.Ft LBuilding.) Year Built Multiple (See Assessment Information Year 2019 2018 2017 Land Value $307,517 $307,517 $307,517 Building Value $173,866 $173,807 $174,304 XF Value $3,537 $2,380 $2,403 Market Value $484,9201 $483,7041 $484,224 Assessed Value 1 $179,8521 $176,499 $172,869 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $305,068 $307,205 $311,355 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 31 52 42 MIAMI SHORES SEC 5 PB 10-47 LOT 18 & LOT 19 BLK 118 LOT SIZE 100.000 X 123 OR 16235-3098-99 0194 5 Generated On : 2/19/2020 Taxable Value Information 2019 2018 2017 County Exemption Value 1 $50,500 $50,500 $50,500 Taxable Value $129,352 $125,999 $122,369 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $154,352 $150,999 $147,369 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $129,352 $125,999 $122,369 Regional Exemption Value $50,500 $50,500 $50,500 Taxable Value1 $129,352 $125,9991 $122,369 Sales Information OR Previous Price Book- Qualification Description Sale Page 10/15/2013 $100 28912 Corrective, tax or QCD; min consideration 3919 10/15/2013 $100 28912 Corrective, tax or QCD; min consideration 3913 00000- Sales which are disqualified as a result of 01/01/1994 $0 00000 examination of the deed 08/01/1975 $50,000 00000- Sales which are qualified 00000 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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version Page 1 of 24 0 reaise ^^—T� PREMIUM IMPACT WINDOWS AND DOORS 1918 Corporate Drive, Boynton Beach, FL 33426 OFFICE 1-561-732-0300 FAX: 1-866-721-5332 State Specialty License # SCC131150472 Customer Information JOB SPECIFICATION Christine Southard 3053088133 Date: 02/11/2020 351 NE 103rd st Cssouthard@aol.com Rep: Laura Pedersen Miami Shores, FL 33138 Welcome TO A SAFE, FAST, FRIENDLY, "GREEN" PAPER -FREE TRANSACTION. Please read this information carefully and thoroughly.Simple and Safe Electronic Delivery of Your Documents.By signing this form, you will receive your Paradise Exteriors LLC contract documents and disclosures (collectively, "Documents") and any changes to the Documents, electronically. That means you have to have or be able to access, at your own expense, an Internet - connected device (such as a computer, smartphone or iPad) that meets the minimum requirements described below. You also confirm that your device will permit you to access and keep the Documents electronically. Unless you tell us otherwise, as discussed below, we will provide you electronically all the required notices, disclosures and other documents that are required to be provided to you during the course of our relationship with you. You agree that we have sole discretion to convert the electronic original to a paper original that shall serve as the authoritative copy. Getting Paper Copies — If You Want ThemYou have the right to receive a paper copy of any Document — at no charge. If you would like a paper copy, just (i) e-mail us at edocs@paradiseexteriorsllc.net. (ii) call us at: 561-732-0300. or (iii) write to us at 1918 Corporate Drive Boynton Beach, FL 33426, Attn: Customer Service. Give us your name and mailing address and be sure to state which Document you are requesting a copy of. If You Change Your Mind — It's Easy to Withdraw Your Consent.. You can also contact us in any of the ways described in the preceding paragraph to withdraw your consent to receive any future Documents electronically. Just give us your name, e-mail and mailing address and be sure to state you are withdrawing your consent to receive electronic documents. Changing Your Electronic Address.. You must keep your email or electronic address current with us. Accordingly, please notify us of any change in your email or other electronic address. You can contact us in any of the ways described above. Simple! — What You Need To Receive Electronic Documents.. To receive an electronic copy of the Documents, all you need to have is the following equipment and software: • A personal computer or other devices (such as a smartphone or iPad) that can access the Internet. If you are accessing this page on a device you own, then this verifies that your system/device meets these requirements.. • A device and internet web browser and that is capable of supporting 128-bit SSL encrypted communications, which requires a minimum web browser version of Mozilla Firefox 2.0 or above (Windows and Mac); SafariTm 3.0 or above (Mac only) or Microsoft® Internet Explorer version 6.0. If you are accessing this page on a device you own, then this verifies that your browser and encryption software/device meet these requirements.. • Software that permits you to receive and access Portable Document Format or "PDF" files, such as Adobe Acrobat Reader®. If you are accessing this page on a device you own, this verifies that your system/device has the necessary software to permit you to receive and access PDF files.. (The software is also available for downloading at http://www.adobe.com/products/acrobat/readstep2.html) Keeping Your Documents.To retain a copy of the Documents, your device must have the ability to download and store PDF files. We also want to remind you to please make sure to read each page of your Documents and ask any questions you might have!. By signing this form, you confirm (i) you can access and read this document; and (ii) that you can print this disclosure on paper or save it or send it to a place where you can print it, for future reference and access; and (iii) we will only provide you with electronic copies of your Documents, unless you request a paper copy, as discussed above. This space intentionally left blank LeapTcligilil c ,m' 5.6 Page 2 of 24 ORIGINAL AGREEMENT Agreement date: 02/11/2020 JOB SPECIFICATION CONTINUED PARADISE EXTERIORS, LLC. A PREMIUM WINDOWS AND DOORS COMPANY Customer Name: Christine Southard . 351 NE 103rd st Miami Shores, FL 33138 3053088133 Cssouthard@aol.com Rep: Laura Pedersen. The following Windows/Doors will be installed by Paradise Exteriors Total number of openings in the home 21 Total number of windows 15 Total number of SOLID Single hinge doors 0 Total number of GLASS Single hinge doors 0 Total number of SLIDING GLASS doors 0 Total number of side lite 0 Total number of skipped openings 8 I agree to windows, doors, side-Lites, skipped openings and opening TOTALS as stated herein: W CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Opening 2 House Location 1st Floor _ Room Location Living area Frame Color White in/Bronze out Grid Option No Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Energy rating Energy Star Screen Full screen over operating panel Details Ox and xo Quantity 2 Width 32 Height 62 DLO United Inches 94.00 Group Size 81 - 100 Frame Extruded Modified Vinyl Style Horizontal Slider CWS V Series Wind Pact Plus Series 8200 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ This space intentionally left blank LeapToDigita cor, 1 5.6 Page 3 of 24 Opening 2 House Location 1st Floor Room Location Living room -- Frame Color White in/Bronze out Grid option No Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Energy rating Energy Star Screen No screen CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS I-1 Opening 5 House Location 1st Floor Room Location Kitchen Sink Frame Color White in/Bronze out Grid Option NO Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Quantity Width 64 Height 62 DLO United Inches 126.00 Group Size 121 - 132 Frame Extruded Modified Vinyl Style Fixed CWS V Series WindPact Plus Series 8300 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ Quantity Width Height DLO United Inche Group Size Frame Style Series Manufacturer Interlayer Type Energy rating Energy Star Grade Screen Full screen over operating panel Details Xo Opening 7 House Location 1st floor Room Location Bath 1 Frame Color White in/Bronze out Grid Option No Grids Privacy Glass Obscured Does this glass need to meet Turtle Code No Glass Insulated -- Low E 366 Energy rating Energy Star Screen Full screen over operating panel Quantity III 36 37 s 73.00 61-80 Extruded Modified Vinyl Horizontal Slider CWS V WindPact Plus Series 8200 Custom Window systems - Vinyl PVB090 High Impact HVHZ Width 35 Height 24 DLO United Inches 59.00 Group Size 0 - 60 Frame Extruded Modified Vinyl Style Single Hung CWS V Series WindPact Plus Series 8100 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ This space intentionally left blank Le.jpTo` yitalc im 1 5.6 Page 4 of 24 CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Opening 8 House Location 1st Floor _ Room Location BED 1 Frame Color White in/Bronze out Grid Option No Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Energy rating Energy Star Screen Full screen over operating panel CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATION Opening 9 House Location 1st Floor t Room Location BED 1 Frame Color White in/Bronze out Grid Option No Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Energy rating Energy Star Screen Full screen over operating panel TOM WINDOW SYSTEMS VINYL. WINDOW SPECIFICATION Opening 14 House Location 1st Floor _ Room Location Bath 2 Frame Color White in/Bronze out Grid Option No Grids Privacy Glass Obscured Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Energy rating Energy Star Screen Full screen over operating panel Quantity Width 36 Height 48 DLO United Inches 84.00 Group Size 81 - 100 Frame Extruded Modified Vinyl Style Horizontal Slider CWS V Series WindPact Plus Series 8200 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ Quantity Width 36 Height 48 DLO United Inches 84.00 Group Size 81 - 100 Frame Extruded Modified Vinyl Style Horizontal Slider CWS V Series WindPact Plus Series 8200 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ Quantity Width 35 Height 37 DLO United Inches 72.00 Group Size 61 - 80 Frame Extruded Modified Vinyl Style Horizontal Slider CWS V Series WindPact Plus Series 8200 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ This space intentionally left blank LeeoToDig-.ai.com 1.5.6 Page 5 of 24 CUSTOM WINDOW SYSTEMS VINYI WINDOW SPECIFICATION-.$ �+ Opening 15 Mkt House Location 1st Floor Room Location BED 2 EGIIFSS WINDOW Frame Color White in/Bronze out Grid Option No Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Energy rating Energy Star Screen Full screen over operating panel Details Xo CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Opening 16 House Location 1st Floor Room Location BED 2 Frame Color White in/Bronze out Grid Option No Grids Privacy Glass %Obscured.name% Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Quantity Width 73 Height 37 DLO United Inches 110.00 Group Size 101 - 110 Frame Extruded Modified Vinyl Style EGRESS Horizontal Slider Vinyl Series 1'Jindpact plus 8200 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ Quantity Width 73 Height 50 DLO United Inches 123.00 Group Size Frame Style Series Manufacturer Interlayer Type Energy rating Energy Star Grade Screen Full screen over operating panel Details Ox Opening 17 House Location 1st Floor Room Location 3ath 3 Frame Color White in/Bronze out Grid Option No Grids Privacy Glass Obscured Does this glass need to meet Turtle Code No Glass Insulated -- Low E 366 with Argon Energy rating Energy Star Screen Full screen over operating panel Quantity 121 - 136 Extruded Modified Vinyl Horizontal Slider CWS V Wind Pact Plus Series 8200 Custom Window Systems - Vinyl PVB090 High Impact HVHZ Width 36 Height 25 DLO United Inches 61.00 Group Size 61 - 80 Frame Extruded Modified Vinyl Style Single Hung C1'1S V Series WindPact Plus Series 8100 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ This space intentionally left blank Le nTcJigi;al com 1.5.6 Page 6 of 24 CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Quantity Opening 18 Width House Location 1st Floor Height BED 3 DLO United Inches Room Location EGRESS WINDOW Frame Color White in/Bronze out Grid Option No Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Energy rating Energy Star Screen Full screen over operating panel Details XO CUS rOM WINDOW SYSTEMS VINYL WINDOW/ SPECIFICATIONS Opening 1 9 House Location 1st Floor + I Room Location BED 3 Frame Color White in/Bronze out Grid Option No Grids Privacy Glass %Obscured.name% Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Group Size Frame Style Series Manufacturer Interlayer Type Grade i 73 38 111.00 111 - 120 Extruded Modified Vinyl EGRESS Horizontal Slider Vinyl WindPact Plus Series 8200 Custom Window systems - Vinyl PVB090 High Impact HVHZ Quantity Width 73 Height 50 DLO United Inches 123.00 Group Size Frame Style Series Manufacturer Interlayer Type Energy rating Energy Star Grade Screen Full screen over operating panel Details Ox 121 - 136 Extruded Modified Vinyl Horizontal Slider CWS V ViindPact Plus Series 8200 Custom Window Systems - Vinyl PVB090 High Impact HVHZ CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Quantity Opening 20 Width House Location 1st Floor Height BED 4 DLO United Inches Room Location EGRESS WINDOW Frame Color White in/Bronze out Grid Option No Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low E 366 with Argon Group Size Frame Style Series Manufacturer Interlayer Type Energy rating Energy Star Grade Screen Full screen over operating panel Details Ox This space intentionally left blank i 73 50 123.00 121 - 136 Extruded Modified Vinyl EGRESS Horizontal Slider Vinyl WindPact Plus Series 8200 Custom Window systems - Vinyl PVB090 High Impact HVHZ LeaplcDigifal.com 1.5.6 Page 7 of 24 CUSTOM WINDOW SYSTEMS VINYL WINDOW SPECIFICATIONS Opening 21 House Location 1st Floor IRoom Location BED 4 Frame Color White in/Bronze out Grid Option No Grids Privacy Glass See through glass, no Privacy Does this glass need to meet Turtle Code No Glass Insulated Impact -- Low 6 366 with Argon Energy rating Energy Star Screen Full screen over operating panel Details Ox Opening i House Location 1st floor Quantity Width 36 Height 38 DLO United Inches 74.00 Group Size 61 - 80 Frame Extruded Modified Vinyl Style Horizontal Slider CWS V Series WindPact Plus Series 8200 Manufacturer Custom Window systems - Vinyl Interlayer Type PVB090 Grade High Impact HVHZ Quantity Rough Opening Size Room Location This space intentionally left blank Multiple Skip Laapl'oDigit, co i 1 5.6 Page 8 of 24 �araa ise E...X...T..� .w�.:..�: op....5 PREMIUM IMPACT WINDOWS AND DOORS 1918 Corporate Drive, Boynton Beach, FL 33426 OFFICE 1-561-732-0300 FAX: 1-866-721-5332 State Specialty License # SCC131150472 IMPROVEMENT AGREEMENT Customer Information Christine Southard 3053088133 Date: 02/11/2020 351 NE 103rd st Cssouthard@aol.com Rep: Laura Pedersen Miami Shores, FL 33138 Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of Paradise Exteriors LLC as listed herein in accordance with the terms and conditions set forth in this agreement. Home Details. ORIGINAL AGREEMENT Was your home built before 1978 ? Do you live in Historical District? Was a remeasure date set Date remeasure was set Timeframe for remeasure Yes No Yes 02/20/2020 00 PM to 3:00 PM nv For changes I agree to contact James, Lori at 561-436-4992, 561-723-8202 James@venturisolutions.com Was a delayed contract date set No What is not included in this agreement: Removal/Reinstall Interior/Exterior Shutters, Security bars, Blinds, Drapes and or any impediments to installation, Alarm Wires/Contacts, Paint/Stain work, Engineering if needed, additional expense occurred due to achieving HOA approval, HOA required deposits. Included into this agreement Permit, Installation, Inspection, Removal, Caulking Interior/Exterior, Stucco repair damaged as a result of installation, haul off of job -related debris, Inspection, all taxes and fees, clean up. All work will be completed in workmanship manner according to Florida Building Codes and Industry Standards and Practices. Manufacturer warranties shall be provided to buyer at completion of work upon request. • Soft-Lite Windows: Double life of home ownership warranty. Non -prorated and fully transferable to next owner. • Custom Window Systems: 30 years limited life for Vinyl and 10 years for Aluminum products. • 15-Year Limited Warranty for OSI® QUAD®®and Door Installation System for Replacement Applications • Paradise Accidental Glass Breakage warranty. • Paradise Exteriors provides complimentary labor for any replacement part or product warrantied and supplied by the manufacturer for as long as original purchaser owns the home • $2M Liability Insurance. • $1M Workers Comp coverage. • Paradise service technician attends and manages building code inspection • The Start of installation approximately 6-12 weeks(s) from securing permit, HOA, finance approval. Qv This space intentionally left blank eapToDigjU, ;o.- 1 9.6 Page 9 of 24 Is HOA approval Needed? This space intentionally left blank m L.eapToUigita core 1 3.6 Page 10 of 24 Terms of Sale Details Terms of sale Total Sale Price Deposit Balance Due Balance Due upon commencement Cash $28,397 $6,000 $22,397 Paid in full prior to start of install W Form of DEPOSIT Payment Check Deposit check amount $6,000 Check # 1085 Check Date 02/11/2020 Additional Details $6000 down, 14,200 upon commencement, balance after installation is done. Ok per Mark Auth Par #772 I agree with the additional details stated herein. W You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. signature Christine Southard 02/11/2020 Laura Pedersen 02/11/2020 Date This space intentionally left blank LeapToC gital.co"1 1 5.6 Page 11 of 24 NOTICE OF CANCELLATION Date of Transaction: 02/11/2020 You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiable instrument executed by you will be returned within TEN BUSINESS DAYS following receipt by the seller of your cancellation notice, and any security interest arising out of the transaction will be canceled. If you cancel, you must make available to the seller at your residence, in substantially as good condition as when received, any goods delivered to you under this contract or sale, or you may, if you wish, comply with the instructions of the seller regarding the return shipment of the goods at the seller's expense and risk. If you do make the goods available to the seller and the seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may retain or dispose of the goods without any further obligation. To cancel this transaction, mail or deliver a signed and dated copy of this Cancellation Notice or any other written notice to 1918 Corporate Drive, Boynton Beach, Florida 33426 NOT LATER THAN MIDNIGHT OF hereby cancel this transaction Date Buyer's Signature Christine Southard 351 NE 103rd st Miami Shores, FL 33138 This space intentionally left blank 02/14/2020 Lc )Tc Dig .al ..,)m 1.5 6 Page 12 of 24 NOTICE OF CANCELLATION Date of Transaction: 02/11/2020 You may CANCEL this transaction, without any Penalty or Obligation, within THREE BUSINESS DAYS from the above date. If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiable instrument executed by you will be returned within TEN BUSINESS DAYS following receipt by the seller of your cancellation notice, and any security interest arising out of the transaction will be canceled. If you cancel, you must make available to the seller at your residence, in substantially as good condition as when received, any goods delivered to you under this contract or sale, or you may, if you wish, comply with the instructions of the seller regarding the return shipment of the goods at the seller's expense and risk. If you do make the goods available to the seller and the seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may retain or dispose of the goods without any further obligation. To cancel this transaction, mail or deliver a signed and dated copy of this Cancellation Notice or any other written notice to 1918 Corporate Drive, Boynton Beach, Florida 33426 NOT LATER THAN MIDNIGHT OF I hereby cancel this transaction Date Buyer's Signature Christine Southard 351 NE 103rd st Miami Shores, FL 33138 02/14/2020 Buyer(s) acknowledge(s) having each received two copies of cancellation with all blanks completed and being orally advised on the right to cancel. Signature e.,k 02/11/2020 This space intentionally left blank Leap'c igitaLcom 1 b.6 Page 13 of 24 Rapid Response Request Paradise Exterior's very capably staffed 8 departments will be expediting your project while simultaneously communicating with you every step of the way. It is this open and accessed line of communication that we feel to be the most vital and important aspect of our relationship when it comes to completing your project within the estimated time frame. Paradise's Rapid Responses back to you, and your Rapid Responses back to Paradise will best facilitate this. Here are some typical contact points, which require reciprocation from the homeowner, in which providing a Rapid Response will prevent the long delays that we all want to avoid:.Finance: (561)517-9285 or (561)739-2783, finance@paradiseexteriors.com If your project has Financing and Paradise Exteriors sends you documents to authorize or requests additional documents to submit for finance approval, or if the lender should need to speak with you and calls/leaves message, please Rapid Respond to avoid time being added to estimated time frame. Measure:(561)436-4992 or (561)723-8202, James@venturisolutions.com If Remeasure was not scheduled at point of sale the Measure Technicians will call you to schedule that appointment. Homeowner listed on the deed must be present for Remeasurellf they leave a message, please Rapid Respond to avoid delays as they set their schedule geographically and the remeasure and layout are required to submit for Permitting and HOA. Nothing can start until we have Remeasure! There are Permit Application and Notice of Commencement documents, which the homeowner on the deed must authorize at Remeasure and product questions which must be answered at Remeasure. Homeowners on the deed not being present for Remeasure will cause these documents to be slowly mailed back and forth, losing time, and is a chief cause of additional time being added to the estimated time frame.. HOA:(561)609-1721, HOA@paradiseexteriors.com If your project has a Homeowner's Association our HOA Department will need you to obtain your HOA's specific ARC Form to submit for approval and the most accurate contact information for your HOA. Please email the ARC form to HOA@paradiseexteriors.com ASAP and have your HOA contact information readily available throughout your project. Production: (561)413-9447, Christinej@pa radisesexteriors.com Paradise Exteriors Production Department will be calling to schedule a date for your project's installation. If they leave a message, please Rapid Respond as these install schedules fill in quickly. Homeowner on contract must be present when our crews arrive at your home to begin work. This is to clearly provide any special instructions relating to the project or your property. Homeowner not returning calls for install date and Homeowner on contract not being present when our crews arrive causing them to return to warehouse are chief reasons for additional time being added to estimated time frame. lnspections:(561)413-9446, Services.paradiseext@gmail.com Paradise Exteriors will dispatch a technician to meet the Building Department Inspector at your home for inspection. If they leave a message, please Rapid Respond as these inspection schedules fill in quickly. Homeowner on contract must be present for this meeting with your building department. Homeowner failing to attend scheduled inspection date they chose would be costly and cause additional time to be added to estimated time frame. Signature 0�� ,Zz 0 Christine Southard 02/11/2020 Laura Pedersen 02/11/2020 Date Leap'c )m 1.5 6 Page 14 of 24 Florida's Construction Lien Law ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. Additional Terms and Conditions of this Agreement 1. All work shall be completed in a workmanlike manner according to Florida Building Codes and Industry Standards and practices. Paradise Exteriors will haul away all job- related debris. Paradise Exteriors provides complimentary labor for any replacement part or product warrantied and supplied by the manufacturer for as long as original purchaser owns the home. All manufacturer warranties shall be provided to Buyer upon request at completion of work and when the job is fully paid for. Start of installation approximately 6-12 week(s) from after securing a permit, HOA, finance approval. Unforeseen engineering and or elevation expenses not included into this agreement. Products outside of our catalog and sizing can add 6-12 weeks to the estimated time frame. 2. Buyer agrees to pay the agreed upon Commencement payment in full to the installation supervisor before work begins. Buyer also agrees to pay any agreed upon Balances Due in full at completion to the installation supervisor on the same day installation of all windows/doors is completed. Completion payment, or portions of, are not permitted to be held for stucco, service, etc. unless authorized by Paradise Exteriors. Any balances held until completion or final inspection must be authorized by Paradise Exteriors Management and written into this Agreement. Paradise Exteriors accepts checks as a form of final payment. Credit Card payments are subject to a 3% convenience fee. Returned payments/checks drawn on accounts with non -sufficient funds are subject to up to a $50.00 penalty. If Paradise Exteriors arranged financing and secured the necessary approvals in advance, Buyer will be required to sign a completion form notifying the lender that the work was completed. 3. Buyer agrees that all spaces in the structure in which work will be performed have been properly permitted and that Buyer is responsible for informing Paradise Exteriors of any unpermitted spaces in the structure prior to entering into this Agreement. Buyer agrees that their having no prior knowledge of an unpermitted space for which they are requesting work to be performed does not relieve them of their agreed to and scheduled payment/completion form obligations. Paradise Exteriors is not responsible for discovering unpermitted spaces, any work performed in an undisclosed unpermitted space, nor does it have any obligation to help to cure/resolve prior unpermitted work. 4. Buyer agrees that if Home Owners Association (H.O.A.) approval is required and their H.O.A. denies product specifications listed in this agreement, Buyer will amend the project to conform to the guidelines accepted by their H.O.A. Buyer agrees to any price increases/decreases resulting from conforming this project to meet their accepted H.O.A. guidelines. 5. Buyer agrees to have all valuables, firearms, collectibles, items of sentiment, etc. placed in a secure location prior to any Paradise Exteriors representatives entering their home. Paradise Exteriors is not responsible for missing/damaged aforementioned items. 6. This is considered to be a cash agreement. Third parties may offer financing as a convenience to customers, but Paradise Exteriors is not a lender and has no say in the final decision rendered by a lender regarding financing. Buyer agrees that finance terms are pending approval by the lender. Buyer agrees that should their requested finance terms at the point of sale be denied by a lender Paradise Exteriors has the authority to seek out alternative lenders to secure equal or better terms with regard to interest rate and payment. All deposits and credit applications will be processed immediately. Delayed processing of these items may be approved by Management only at the point of sale and those terms must be written into the agreement. This space intentionally left blank Le^pToDig tai corn 1.1- 6 Page 15 of 24 7. Paradise Exteriors reserves the right to cancel this Agreement at any time prior to ordering product and return any deposits in cases, including but not limited to, where a sales representative may have entered into an agreement that is unauthorized in terms of pricing or Paradise Exteriors is not able to perform the scope of the work contracted. 8. It is Buyer's responsibility, not Paradise Exteriors, to move/remove anything impeding the installation of products unless otherwise stated in this Agreement. Buyer agrees it is their responsibility: to remove/reinstall window treatments, to reconnect security system components, to remove/reinstall/haul off shutters, shutter tracking, or security bars, to move furnishings and/or hangings on interior or exterior walls away from windows/doors. Should anything impeding the installation be present when Paradise Technicians arrive to begin the project, Buyer agrees to pay Paradise Exteriors a fee of $50.00 per opening to clear the impediment. Buyer agrees that Paradise Exteriors will not be held liable for any property damage incurred resulting from clearing away the impediments to the installation. 9. Paradise Exteriors is responsible for repairing stucco/drywall damaged as a direct result of the installation process. Paradise Exteriors is not responsible for painting of repaired stucco/drywall, repairing any preexisting damage, including but not limited to insects, rotting wood, water damage, etc., discovered during the installation, or damage to any/all flooring or underlying plumbing/electrical systems. 10. Buyer agrees that in the event of a breach of this Agreement or cancelling after the rescission period has expired, all deposits are forfeited and Buyer is financially liable to Paradise Exteriors for the cost of any materials ordered, all out of pocket expenses, and any loss of profit for this transaction. 11. Buyer agrees that any changes made to the products purchased after the final measure will result in a $250 Revision Fee in addition to any increases in total sale price. Buyer agrees that changing payment terms from cash to financing provided by Paradise Exteriors must be requested within 72 hours of original agreement date. Buyer agrees that changing from cash to financing provided by Paradise Exteriors after 72 hours from original agreement date will incur a $500.00 processing fee along with any accompanying finance fees required by our lender. Buyer agrees to increase deposit to 50% of total sale price when changing payment terms from finance to cash before products are ordered and 100% payment in full if changing from finance to cash after products have been ordered. 12. Buyer agrees that any delays from issues over which Paradise Exteriors has no control causing the project to be ordered more than 180 days after agreement execution date may be subject to pricing increases. Buyer agrees that should they postpone the installation date beyond 21 days of Paradise Exteriors' initial request to schedule installation they shall be subject to a $500 charge that shall increase by $30 for each additional day over 21 days. Paradise Exteriors reserves the right to waive all/part of this charge in exchange for the Commencement payment. Any accrued charges under this provision are in addition to, and must be paid at same time of, any balances owed. 13. Buyer agrees to set and also be present for the inspection and permit close out appointment within a 7-day period of Paradise Exteriors initial request to schedule the appointment. Buyer shall be subject to a $500 charge for postponing the appointment beyond the 7-day period. The charge shall increase by $30 for each additional day over 7 days. If Buyer fails to be present for the scheduled appointment Buyer shall be subject to a$150 rescheduling fee. This rescheduling fee also applies to any service appointments scheduled by Buyer for which Buyer fails to be present. A rescheduling fee shall be waived provided Buyer provides notice at least 48 hours prior to appointment; with a limit of one waiver per project. Accrued charges/ fees are in addition to, and must be paid at same time of, any balance owed. 14. If Buyer fails to pay in accordance with terms of this Agreement, Paradise Exteriors will take necessary legal actions to obtain any balances due. Buyer responsible for any legal/lien fees occurred due to failure to pay in accordance with terms of this agreement. The terms of this Agreement shall be governed by the laws of the State of Florida. Both parties agree that venue for any legal action shall be in Palm Beach County, Florida. Buyer agrees to waive his/her right to a jury trial should any legal action be brought under this Agreement. Amounts owing on this Agreement that are not paid in full within 10 days of their due date shall bear interest at the rate of eighteen percent (18%) per annum and be added to total balance owed. This space intentionally left blank Leap7oD,gitai.co-i 1 5.6 Page 16 of 24 15. Double life of Ownership, Accidental Glass Breakage, and Life of Ownership Labor warranties apply to Soft Lite products only. All warranties shall be void in full if payment is not received in accordance with this Agreement. Buyer agrees that the applicable building department's ratification of Buyer's Passed Final Inspection concluding with the closing of Buyer's Permit shall serve as validation that all products have been installed properly and meet Florida Building Codes and Industry Standards and Practices. Buyer agrees that product -related consequences resulting from acts of God are not the responsibility of Paradise Exteriors and that Buyer/Buyer's homeowners insurance is responsible for curing any such consequences. 16. Verbal promises can cause misunderstandings, therefore this Agreement constitutes the entire understanding of the parties, and no other understanding, collateral, verbal or otherwise, shall be binding unless signed by both parties. All sales and discounts allotted. All charges included. Paradise Exteriors shall not be held responsible for time and material delays, strikes, acts of God or any other matters beyond its control. FLORIDA HOMEOWNERS CONSTRUCTION RECOVERY FUND: PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: 2601 Blairstone Road, Tallahassee, Florida 32399-1039 / (850) 487-1395 BUYER AND PARADISE EXTERIORS AGREE TO WAIVE ALL REQUIREMENTS ASSOCIATED WITH CHAPTER 558, FLORIDA STATUTES, ARISING FROM WORK PERFORMED RELATIVE TO THIS CONTRACT. Buyer's Right To Cancel:This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business days after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment. This space intentionally left blank Leap'c7,gital.com 1 5.6 i W► 4f,� Page 18 of 24 Master Bath 1 1.1 Master BED 1.1 Master BED 1.1 Page 19 of 24 Bath 2 1.1 BED 2 1.1 BED 2 1 Page 20 of 24 Bath 3 1.1 BED 3 1.1 BED 3 1.1 Page 21 of 24 Bath 4 1.1 BED 4 1.1 Page 22 of 24 Multiple Skip 1 'il Page 24 of 24 This space intentionally left blank ._eapTcDiy,ila' Opening 1. FL6890.1 (CASEMEN!) 2 FL13010.4 (FIXED) 3. FL6890.1 (CASEMENT) 4. FL16736.1 (HORIZ. SLIDER) 5 FL16177.1 (SINGI F HUNG) 6. FL16736.1 (HORIZ. SLIDER) 7. FL16736.1 (HORIZ. SLIDER) 8. FL16736.1 (HORIZ. SLIDER) 9. FL16736.1 (HORIZ. SLIDER) 10. FL16736.1 (HORIZ. SLIDER) 11. FL16177.1 (SINGLE HUNG) 12. FL16736.1 (HORIZ. SLIDER) 13. FL16736.1 (HORIZ. SLIDER) 14. FL16736.1 (HORIZ. SLIDER) 15 FL16736.1 (HORIZ. SLIDER) Size (W x H) 32 x 61 62 x 61 32 x 61 36 x 36 35 x 24 36 x 48 36 x 48 35 x 37 73 x 37 73 x 49 36 x 24 73 x 37 73 x 49 73 x 49 36 x 37 6 7 BED 1 5 RATH 1 4 KITCHEN 5-03-- 5cl15 P11ami Shoe Village APPRO`JFD B DATE 7.0NING DEPT jo Rl DG DEPT SURJECT TO COMPUANCE WITH ALL FEDERAL ;TA'E AND CO' \Iry M-I-E AND REGULATIONS MRH = 12' 8 FZECEIVED MA 18 0 BY_ O Gl 0 Q a E M O Q Vl O CLt s 9 EGRESS BATH 2 BED 2 10 Lu W LIVING 00 co a BATH 3 11 3 H M 3 2 1 � -i 0 c+e _ 0 cn �- w Wcr BED 3 " W Z 15 BED 4 12 Z M — EGRESS EGRESS SS 14 13 6 NOT TO SCALE DATE' Feb 20, 2020 PAGE DESCRIPTION' Site Plan 1 ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART SySeOlS For Wall ComEaponedtsrVC*1*14 h SOUTH FLORIDA EDIT6ON - -� � � ASD Load Combination Coefficient: 0.Kzt - 1.0 easyseals.com Wind Pressures [psf] For lowal�e StresgDesgn • • Enclosed Bldg: GCpi = t0.18 Kd = 0.85 Broward, Palm Beach Broward, Palm Beach (Coast] Miami-DMiami-Dade (Coast) Florida Keys (Coast) Wind Speed: 170 mph Wind Speed: 170 mphCExposureCeitTeem);'C Wind Speed5tripti • •; • Vjlinaf peed: 175mphWindSpeed: 180mph Exposure Category'C' Exposure Category'D'' :Expdsutre Category'D' Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 interior + - Zone 5 Corner + - 15 ft +37.8 -41.0 +37.8 -50.6 20 ft +40.2 -43.6 +40.2 -53.8 25 ft +42.1 -45.7 +42.1 -56.4 30 ft +43.7 -47.4 +43.7 -58.6 3S ft +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 SO ft +48.7 -52.8 +48.7 -65.2 SSft +49.7 -53.9 +49.7 -66.5 60 ft +50.6 -54.9 +50.6 -67.8 70 ft +47.8 -47.8 +47.8 -87.7 80 ft +49.2 -49.2 +49.2 -90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft +51.6 -51.6 +51.6 -94.6 120 ft +53.6 -53.6 +53.6 -98.3 240 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4 -58.4 1 +58.4 -107.0 200 ft +59.7 -59.7 +59.7 -109.4 Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +45.9 -49.8 +45.9 -61.4 20 ft +48.2 -52.3 +48.2 -64.6 25 ft +50.1 -54.4 +50.1 -67.1 30 ft +51.7 -56.1 +51.7 -69.3 35 ft +53.2 -57.7 +53.2 -71.2 40 ft +54.4 -59.0 +54.4 -72.8 45 ft +55.5 -60.2 +55.5 -74.3 SOft +56.6 -61.3 +56.6 -75.7 SSft +57.5 -62.4 +57.5 -77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.9 -54.9 +54.9 -300.6 80 ft +56.2 -56.2 +56.2 -103.0 90 ft +57.3 -57.3 +57.3 -105.1 200 ft +58.4 -58.4 +58.4 -107.1 120 ft +60.3 -60.3 +60.3 -110.5 140 ft +61.9-61.9 +61.9 -113.5 160 ft +63.4 -63.4 +63.4 -116.2 180 ft +64.7 -64.7 +64.7 -118.6 200 ft +65.9 -65.9 +65.9 -120.8 Ln • Conforms to the Florida Building Code 6th Ed (2017). Lu • Tabulated design wind loads are based on ASCE 7-10 specifications for components and cladding based on design criteria as noted herein. • Where this document Is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Exposure LU Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. • This specification may be used In conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, g200, Boa Raton, FL 33432 Mean Roof Height All r1 urary Areas Zone 4 (interior) Zone 5 • • C • n • • • • is ft +40.1 43.4 •440.i -53.6 • 20 ft +42.6 -46.2 +42.6 -57.0 2S ft +44.6 -48.4 +44.6 -59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +47.9 -51.9 +47.9 -64.1 40 ft +49.2 -53.4 +49.2 -65.9 45 ft +50.5 -54.8 +50.5 -67.6 SOft +51.6 -56.0 +51.6 -69.1 SS ft +52.7 -57.1 +52.7 -70.5 60 ft +53.6 -58.2 +53.6 -71.8 70 ft +50.7 -50.7 +50.7 -92.9 80 ft +52.1 -52.1 +52.1 -95.6 90 ft +53.5 -53.5 +53.5 -98.0 100 ft +54.7 -54.7 +54.7 -100.2 120 ft +56.8 -56.8 +56.8 -104.1 140 ft +58.7 -58.7 +58.7 -107.6 160 ft +60.3 -60.3 +60.3 -110.6 180 ft +61.9 -61.9 +61.9 -113.4 200 ft +63.2 -63.2 +63.2 -115.9 • Wind Speeds noted above are ultimate design wind speeds (3-second gust). • Cities and/or counties are listed only as a general guide, based on Risk Category II buildings. Verify applicable wind speed and exposure category with local building dept. • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that save height shall be used for roof angle less than or equal to SO•. Round up to values shown • Wind pressures are applicable to all building floors. • Design Is based on structure classification as Enclosed Bldg: Mean Heigh* • • up to All Triburary Areas Zone 4 • Prior • + - Zone 5 Corner + - 15 ff •+456 -52.7 1 +48.6 -65.1 20 ft +51.1 -55.4 +51.1 -68.4 2S ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75.4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 50 ft +59.9 -65.0 +59.9 -80.2 55 ft +60.9 -66.1 +60.9 -81.6 60 ft +61.9 -67.1 +61.9 -82.8 70 ft +58.2 -58.2 +58.2 -106.6 80 ft +59.5 -59.5 +59.5 -109.1 90 ft +60.8 -60.8 +60.8 -111.4 100 ft +61.9 -61.9 +61.9 -113.4 120 ft +63.9 -63.9 +63.9 -117.1 140 ft +65.6 -65.6 +65.6 -120.3 160 ft +67.1 -67.1 +67.1 -123.1 180 ft +68.5 -68.5 +68.5 -125.7 200 ft +69.8 -69.8 +69.8 -128.0 a a • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope S 30" has been considered. • Tributary Area noted In table (effective wind area) Is equal to the minimum of [height z width] or [ht x M / 33. Round 5 4 5 down to values shown. • Zones 4 & 5 ("Interior" and "comer" zones, respectively) are as shown to the right, where the dimension "a" Is the - minimum of 10% of the building's least horizontal dimension Eaa• Height or 40% of the mean roof height, but never less than VV or Mean Roof Ht 4%of the least horizontal dimension. L peak Height • This spec Iflcation s valid only for use with structures NOT located In the upper one-half of an Isolated hill, ridge or VVe1 r F��= escarpment. Copyright 02019 Easy Seals Mean Roof Heigh up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 2S ft +56.2 -61.0 +56.2 -75.3 30 ft +58.0 -62.9 +58.0 -77.7 3S ft +59.6 -64.6 +59.6 -79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +63.4 -68.8 +63.4 -84.9 SSft +64.5 -69.9 +64.5 -86.3 60 ft +65.4 -71.0 +65.4 -87.6 70 ft +61.5 -61.5 +61.5 -112.8 80 ft +63.0 -63.0 +63.0 -125.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.4 -127.2 160 ft +71.0 -71.0 +71.0 -130.2 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +73.9 -73.9 +73.9 -135.4 Valid only with engineer's signature & r I d seal Oct 152 Christian Lang ey, P wur UWAM FL PE #67382 CA #31124 Document No. MORS DO T Tp@0' 0' • 0 . . ... . . . . .. . A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone - 10% of least horizontal dimension or 40% of the mean roof height, whichever is emalle*r.11t not {ecs than 4% of least horizontal dimension or 3 ft OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVI4L� APPROVED PRESSURE RATING REQ�IRC+sDOPE SING DEC"N PRESSURE :MAXIMU • M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N + PSF () (-) PSF .. . (+) PSF . . . (-) PSF MULLION REQ Y/N/NA 1 Int Window 7-K° Lami Ki FL6890.1 67.5 67.5-. :0-0 40;1: -;b3.� •1. 37x72 32x61. YES No 2 Int window I° Lami IG FL 13010.4 67.5 67.3 • ' ' 40.1 ' ' -jr3.4 • 72 x 76 62x61 YES No 3 Int Window ''H" I ami K. FL6890.1 67.5 67.5 40.1. -43.4 3702 32x61 YES No 4 Int Window S Lami IG FL16736.1 60 60 40.1 -43.4 74 x 63 3606 No No 5 Int Widow 7/8" Lu» i FL16177.1 70 70 40.1 -43.4 52x62 35x24 No No 6 End Window N LwmiIG FL16736.1 60 60 40.1 -53.6 74x63 36x48 No No 7 End Window 7;1?" L.ami IG FL16736.1 60 60 40.1 -53.6 74 x 63 36x48 No No 8 Int Window 7j`" I mni IG FL16736.1 60 60 40.1 -43.4 74 x 63 3507 No No 9 Int Window 7i8"L.ami16 FL16736.1 60 60 40.1 -43.4 74x63 7307 No No 10 Int Window 7 S Lum IG FL16736.1 60 60 40.1 -43.4 74 x 63 73x49 No No 11 Int WINDOW 73"L11b11IG FL1.61.77.1 70 70 40.1 -43.4 1 52x62 36x.24 No No 12 End Window 7fS°Laini IG FL16736.1. 60 60 40.1 -53.6 74 x 63 7307 No No 13 End Window 7 8" Lan'i1G' FL16736.1 60 60 40.1 -53.6 74 x 63 73x49 No No 14 Int Window 7,X° Lami IG FL16736.1 60 60 40.1 -43.4 74 x 63 73x49 No No 15 Int Window 7;8"LamiIG FL16736.1 60 60 40.1 -43.4 74x63 3607 No No Florida Building Code Online Page 1 of 2 JT BCIS Home Log In User Registration Hot Topics Submit Surcharge Rat$ & Facts Publications I FBC Staff BCIS Site Map Links Search bdpr a 't Product Approval USER: Public User Product Approval Meni.i > Product or Application Search > Application List > Application Detail FL # D368-6922 R6 Application Type Code Version Application Status d Comments Archived Product Manufacturer Window Systems Inc. Address/Phone/Email 44th Avenue 34474 8-6922 Ext 245ws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde • • Address/Phone/Email 1900 SW 44th Ave • • • Ocala, FL 34474 • • • • • (352) 368-6922 Ext 221 • • • • • • • • • • • amonteverde@cws.cc • Category Windows • • :***so Subcategory Casement • • • • • • • • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • • • • • • • Evaluation Report - Hardcopy Receiv4 • • • • • • • •• Florida Engineer or Architect Name who developed Lucas A. Turner • • • • 0000 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 W Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL6890 R6 COI EvalReoort161D.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 ASTM E1886-05 ASTM E1996-05 PA/TAS 201/202/203 Year 2005 2005 2005 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1 /3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/26/2017 09/29/2017 10/08/2017 12/12/2017 Back Next vent. >ns 11D.Dd frner 58201 t Third Party: Yes 3ort161D.Ddf t Third Party: Yes Contact Us :: Z601 Blair Stone Road. Taftahass.e FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EECI employer, Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1.395. -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 emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do goiw 1ss to supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine if you are 6h e s fader Chapter 455, F.S., please click here . • • • • • • • •. • • • Product Approval Accepts: • • : • dhst • • • • • • • • • • •.•.• •• Credit Card :.••.: Safe0_00 • 000000 .••.•. .. • ..... .. .. .. • ..•.•. • • • .. ••••.. . .• . . ....0.0000 https://www.tloridabuild ing.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDqu4Bg7NfwG9n... 1 /3/2018 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 1.61 D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`' Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. v ; Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-161 D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-21.0-3673-1, -IA, -2, -2A, and NCTL-210-3674-1, -IA, -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 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161 D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161 D. Limitations of Use: This product: • • May be used in X confi in unit sizes u to 36" x 72" with 1/8" (HS or Tem . fitl ard, - Ri �• Y g• � P If�4 � � . 1 /8HS-090PVB-1 /8HS laminated inboard glass, or in unit sizes up to 36" x 63'j,4t41 /8" t~'t gn_.: or Temp.) outboard, -air- 1/8Ann-090PVB-I/8Ann laminated inboard glass .•.:.. • • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 Aco(%rade • • Requires max. glass daylight sizes as shown in CWS-161D "'• • • Achieves design pressures of+/_67.5 psf sees . • Is large missile impact resistant and does not require the use of shutters • • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-111.7.02 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA W0216. l Ot **se ' '.... t 1 have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017) Florida Building Code for use in this product. Certification of independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial. interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Ills tT��`+ * 8/28/2017 o: z Lucas A. "Turner, P.E. STATE OF tu: -.,0 - ,� .' � FL PE #58201 73 Ml O\ FL HE CASEMENT - LARGE MISSILE IMPACT M O FI H 2 SS 38 V4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH _ 35' .._.......—._.. MAX. SASH WIDTH A 1/4' i I I I VC. \ /ERALL B I i I B IGHT I \ I I I � I I 63" i I wi MAX. GLA UNIT , I DLC HEIGHT / I s,^ I I I MAX. SASH HEIGHT I I I i I I I A 301/2'-._........—_. GLASS DLO \...:..... 301/2 RIGHT HINGED - SHOWN GLASS DLO LEFT HINGED - OPPOSITE 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: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURES- -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. S 7. ALL FRAMES AND VENTS FULLY WELDED. 8. SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LEFT HINGED -SHOWN RIGHT HINGED - OPPOSITE •• ••• • • • • • •• • •• • • • • ••• •• •• ••• •• • • • •• TABLE OF CONTENTS MHVHZ MAX. UNIT SIZE DESIGN PRESSURE RATING GENERAL NOTES & ELEVATIONS......lee* . +/- 65 PSF GLAZING DETAILS ...........................a..2 • •• .37" X 63" SECTION VIEWS., .......................•....•..3 +/- 67.5 PSF EXTRUSIONS & B.O.M................ 4....A-4• • •. ANCHOR SCHEDULE & NOTES.!. .... 37 7Z°65 PSF INSTALLATION DETAILS..._...._....0..._6 • +/-67.5PSF ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IMPACT RATING LARGE MISSILE IMPACT WINDOW SYSTEMS 1S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT �: az3: ow0 ow 06 z w o 0 0 z0?}0W 32.m LL F-� wZF?:gm z zmm<wwUO O OF-O ¢=,W U 0U)I-Z az-h Ua.Un z p D KUE?mWO<�OoZ la- W I--y��0`n w LLOOWtn00ww W d w _~� w w<n a. r a � a w v No 58201 ."A STATE OF :�<u z--7- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. ! NORTH PORT, FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS AIDE 1 05/05/07 CWS-161 D ALE: SHEET 1.15 1 OF 6 ' 7/8" OVERALL 718" OVERALL 1 118' ANNEALED or TEMPERED 118" HEAT STRENGTHENED or TEMPERED 7/16' AIR SPACE 7/16' AIR SPACE 5116" LAMINATED GLASS 5/16" LAMINATED GLASS 1/8" ANNEALED 1/8" HEAT STRENGTHENED .090 DUPONT PV8 INTERLAYER .090 DUPONT PVB INTERLAYER QUANEX DURASEAL 1/8" ANNEALED QUANEX DURASEAL 1/8" HEAT STRENGTHENED IG SPACER IG SPACER ,^ _ SIKAFLEX 552 OR 23 PURFECT GLAZE "H" _. SIKAFLEX 552 OR PURFECT GLAZE "H' 1/2' GLASS BITE GLASS TYPE A •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/2" GLASS SITE a GLASS TYPE B WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT < z ¢zo I- OWO wwoo Z W � w zOz mrzr_ u- 1-w ZFj;:2= Z z=m<a!woo O g�OU =�)U)Z a -Ua p�z?tun Z 0< P 'mOOLL w OwF=mOZ <rl-U- 0nz UWWW W OZ i a w_~X Lu w a a- It a go RE W Op .y1 G E 1J SF., "Q,✓ No 56201 :�-15 zz 9/22/2017 LUCAS A. TURNER, P.E, FL PE # 58201 1239 .IABARA AVE. j NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS MAX UNIT SIZE MAX POS. DP — GLASS TYPE AOE o5/05/07 —-- - R..-....... ....... __.... DWG p. c J.: 37" x 63" +67.5 A CWS-161 D 37" x 72" +67.5 B ..__.....-.--.._...... ............-.........T SHEE 1:1 2 OF 6 WINDOW SYSTEMSMS 35 33 INTERIOR 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC �29 2 11 50 49 48 '-'----'--'—.-.... ................... - o ® 8400 PVC CASEMENT 15 - t�.l IMPACT 4618 1 a1 c F- z 3' Qzo ow0 ¢woW O z W O r z 9 W o LL z_ O z X-- H Q rn }O� m _ Pw Zp -�� 18. .._ 51 4 31 51 5 1 5147 18 3 z O U � z=2Qwpp QU)� -ZaFU)a .g OLD Z-�-ZF-�tn SECTION VIEW B-B zQ O Z U ri z U U K Q�pwpmOZ � ! 55` �- Z Om�v}io WfnW t2 ow o a- y c (L F a a, liiililif tfJJJ �0 IAOREW TJJi+. INTERIOR �� t No 582Di • at * sr= 40 +90; STATE / 10) 5 131 51 �J 2.4 a C7 a9 I 36 � 9/22/2017 LUCAS A. TURNER, P.E. � 5 O FL PE # 58201 1239 ABARA AVE. r2 • • • • e i • NORTH PORT, FL 34288 • 46 • • • • • • • • • • • • • • PH. 941-380-1574 • •• • • • • • • • • • ••• • • • SHEET DESCRIPTION: • SECTION VfM A-9 • • • • • • • • • SECTION VIEWS ALTERNATE FIN FRAME I DRAW N BY: DATE: • ••• • ••• • • • • • • IADE 05105/07 -� • • • • • • • • • • • • • • • • i ' CC: � REV.: DWG- ITEMS NOT SHOWN • • • • FOR CLARIW: • • • • • • • • • • • • • • CWS-161 D 14, 16-17, 19-20, 25, 27. 32, 34, 07-38, 42, 44-45, 56 • • • • • SCAL'c: - I - - SHEET 1:2 3 OF 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • x 32 4 4 5 F-414ti 146 X :3/4" PH FLA I I EK, SS 49 P-4491 REINF. COIL -ALUMINUM, 5052-H32 .062X.656), H 50 P4641 #8 x 5/8" rH FK, A • S • • • • 51 S-1505 REINF. A . SASH • • • • • 52 S-6064 GLZ BC!, • • • • • • • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PVC FLANGE FRAME H-6030B 2 1 V32" -----1 DI 6 a 7 21/4' 8 L PVC SASH H-6008 17132" -� 10 19 //32" E1/16' 1 SCREEN RAIL SIDE/BTM H-1592 PVC FIN FRAME H-6030A FRAME N SASH CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. 7/32" i----- 6 OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC PVC GLAZING BEAD CASEMENT S-6064 CORNER WELD (ALL SIDES) IMPACT 1:8 a z 3 ¢z3� z W W Jc <F-z W ZOz C(!ZzF- 21132"_.. ..._ 7l16'y-'{ F W �' z O'S 2 _ 1;,6" 1716" C ZU)ZZH�� COIL, .062 X .656 COIL, .05 X .437 Z c >- O O v n Z)V— z F-- L 2 O z < � O W P: o O — P-4491 P-4050 Z � O W W `'j00 W 0 2ac- 7~ OWF-0 Vi m> iy �W�a 0- w'a , 9/32" 1{16' SCREEN RAIL TOP/SIDE H-1593 3/4"........� 11/16" 5, L 3132" SASH REINF. S-1505 V2" 7/32" L SCREW SUPPORT P-3113 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 05/05/07 do z: 2eJ.: CWS-161 D Al.e:—_.—..._... � �--SHEET 2.1 j 4 OF 6 12 112" MAX. 6" MAX. (TYI 6" MAX. (TYI 10" MAX. O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" fE 12 1/2" MAX. O. 6" MAX. (TYP.) 6- MAX. (TYP.) 14 314" - MAX. O. C. (TYP.) INSTALLATION ANCHOR (TYP. I _J ANCHOR LAYOUT - (FLANGE) FOR UNITS UP'TO 37" x 63" 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP)-� E2 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) `-6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37' x 72" 8" MAX. O.C. (TYP. 4" MAX. (I YP.)----- 4" MAX. (TYP .)-I 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) SEE NOTE 2 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 63" NOTES: 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 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 WO MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE046Ar4C"DM1CG WIT01 AN(3H01t MARIJIFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • • • • • • • • • •• • • • • 6. ANCHOR EMBEDMENT TO SUBSTRIP( SH4: B�E:Olt VJALI@DRESSINOOR STUCCO. FOR CONCRETE/CMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCREj OF6 U WW-ED SMU MAYfNCtODE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENIN(e%UV yND BUSK F•4STBNERS SM4LLf8EQR(jPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STREN@THFREQQIREVNf%AS SVO141N IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRA! FIJIES•FQQa OVER,%-*VVATVRESIStV*&E OI•INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wlNoow s�irsrens i 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT Q z 3i QZ5 W�o¢w0 rzw p zZ'0?>-OIr�E w PwZF-3:g= Z ZSmQww00 O OF O Q=�w U UU) UaPto5- .UU Z ZO jZ��V- U PzQ O of W O M Z w u�(If tn0w(nw a = w 7 0 U)l'- O wl"-� W=WN a m a �a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE & NOTES AIDE 1 05/05/07 CWS-161 D 'ALE: — SHEET 1:20 5 OF 6 '( Y Y " MIN. EMBEDMENT SEE TABLET SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS INTERIOR 114" MAX. SHIM SEE TABLE 1 -----"1—MIN. EDGE DIST. SEE TABLE 1 "SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEAIANI-- MIN. EMBEDMENT SEE TABLE 1 INSTALLATION ANCHOR BYINSTALLER INSIDE AND OUT' I f SEE TABLET V % / SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 EALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS - SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER 1/4" MAX. SHIM �— PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INTERIOR HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 114" MAX. SHIM MIN. EMBEDP SEE TABLE i I -1 MIN. EDGE DIST. SEE TABLE 1 �ql VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3 16" ITW WCON 1-112" 1-1/8" FLANGE HOLLOW OR GROUT-�I D (1 PGF KIN.* 3616"MT1MTAPCON 1" 2" FLANGE CONCRETE (2.85 KSIRIIN.) • • 3•t�j" L QULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTi1 C-90)• • • • • 6 l TRACON 1-1/4" 2-1/2' FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1 3/8" 718" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060-) WIN. SEEP STUD. • • (33 KSI YIELD MI N+ • • • • • #10-1i 14TI YaWIIFFLEXOR ITW TEKSOSELF-[ARIL NG SCREW FULL THREAD THRU 0.060" 7l16" FLANGE 1/8" ALUM. (6063-15 MIN.):Re • • • • 1/8" STEEL (33 KS14M.) • • • #10 (WADE 5�6EiF-TAPPING ! DRILIJ 6 SCRL•W FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) 1#8 WOOD SCREW 1-1/2" ••• • • • • ••• 0i • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • Y MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 114" MAX. SHIM- - SEE TABLE I `\� s(lR ia)��b% Illlll ��///III WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT DMENT IMPACT S ETABLE n lul Q QZO op PERIMETER SEALANT BYINSTALLER Z w W W Q F- O III Z Z O Z F f_ 1__/a INSIDE AND OUT 0 Q (A } O CC � In INSTALLATION ANCHOR LL Z Z= Q� 0_ SEE TABLE 1 O O 1- O Q= SEALANT BEHIND FIN BY INSTALLER 0 p cn U) Z Z Z- Z Z O 0 DO- HORIZONTAL SECTION _... _._—..—.........__......._ Q > F" Z a 2 0 0" Z Q � w — x o — TYPICAL FIN ANCHORAGE ¢ 2 Qw U H Z ui HEAD AND SILL SIMILAR FOR FIN INSTALLATION O O F } 5 � O 2 w w K n0 Lu 0 Lu Z (nW 0JU)i- = d O (n NOTE: ADDITIONAL THRU-FRAME ANCHORS a wt O a= > (AS SHOWN IN DIET. B16) REQ'D AT THE HINGE � x X w w U) SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. , ~ a X a PERIMETER SEALANT— I / BYINSTALLER �! INSIDE AND OUT l H\ HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND 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. X� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 I INSTALLATION DETAILS ADE j 05/05/07 VG C: RFv` -- _ CWS-161 I D ALE: SHEET 1:2 60F6 Florida Building Code Online '2, BCIS Home Log In User Registration 1 Hot Topics Submit Surcharge Stats & Facts Publications i Contact Us I BCIS Site Map 1 Links Search i T Product Approval USER: Public User Product Approval Menu > Application Detail FL # FL13010-R8 Application Type Revision Code Version 2017 Application Status Approved -4�X—ppro'vecTby DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. t Comments Archived 13 Product Manufacturer om Window Systems Inc. Address/Phone/Email SW 44th Avenue r(352) a, FL 34474 368-6922 Ext291 rop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Fixed 0000 • •••• •••••• Compliance Method Certification Mark or Listing • • : • ; • •• •• •••••• • Certification Agency Keystone Certifications, Inc. 000060 Validated By Steven M. Urich, PE 000000 ; • • • • • El Validation Checklist - HardcopyRecevoe ��� ••:••� Referenced Standard and Year (of Standard) Standard : • ;' • Year AAMA/W DMA/CSA 101/I.S.2/A440-05 • • • • 20&o • • • • AAMA/WDMA/CSA 101/I.S.2/A440-08 �••� • � • 200 � 8 ASTM E1886-05 " '� 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards https:llnoridabuilding.orgrpr.'pr_app_dtl.asps?param=wGEVSQwtDgvQEb8FEII60Vrs5wFsWI.:'kbapmdd74baIE3I1TeOrPdqGVw%3doo3d[5i2i20191:34:51 NO] i londa Building Code Online Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 04/08/2019 04/09/2019 04/15/2019 04/19/2019 FL # Model, Number or Name Description # 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: PW-8150, 36" x 72" and 72" x 76" see installation detail for DPs. Large Missile Impact. In HVHZ may only be used up to 30ft above grade. Glass complies to ASTM E1300-04. 13010.2 PW-8150 PVC Fixed Window 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 must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 13010.3 1 PW-8300 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW-8300, 120" x 48", DP = +/ 70 psf. Large Missile Impact. Glass complies to ASTM E1300-04. 13010.4 PW-8300 PVC Fixed Window Certification Agency Certificate FL13010 R8 C CAC CAR 138-1357.pdf FL13010 R8 C CAC CAR 138-1362. ddff FL13010 R8 C CAC CAR 138-562.pdf Quality Assurance Contract Expiration Date 09/14/2019 Installation Instructions Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Yes PW-8150 PVC Flg/Fin Fixed Window, Continuous Head & S11 Certification Agency Certificate FL13010 R8 C CAC CAR 138-261e2.adf FL13010 R8 C CACAR 138-705e2.pdf FL13010 R8 C CAC CAR 138-706e2.ndf Quality Assurance Contract Expiration Date 08/12/2019 Installation Instructions FL13010 R8 11 CWS-510C,11df Verified By: Lucas A. Turner 58201 Created by Independent Third Party: No Evaluation Reports _FL13010 R8 AE Eva'ReRort510C.[L Created by Independent Third Party: Yes PW-8300 PVC Flg/Fin Fixed Window, 120" x 48" Certification Agency Certificate • • • • FL13010 R8 C CAC CAR 138-2SB.pdf • • FL13010 R8 C CAC CAR.138-481•odf sees FL13010 R8 C CAC CA�8-tt82.r)(1f • • Quality Assurance Contract Expirationewt.: 04/09/2022 • • • 0 • • Installation instructions• • • • • • FL13010 R8 II CWS 373C.radf•• • • Verified By: Lucas A. Turndt,•P•E�t•L PE 4r8201 Created by Independent Third Party: No •• • Evaluation Reports ' • : • • • • • • FL13010 R8 AE EvalReporl373Cpdf •• • Created by Independent Thud varkl: Yes • Series 8300 PVC Fixed Window, Large Missile Infp6ct, 48": Za': unit size - DP55, or 72" x 766 Vlrgif site - DP6-46JPP65 outside HVHZ) • • Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13010 R8 C CACAR 38-1093.pdf Approved for use outside HVHZ: Yes _FL13010 R8 C CAC CAR 138-1320 e2.pdf Impact Resistant: Yes ( Design Pressure: N/A j Other: Sizes up to 48" x 72" unit size at design pressures of https:+/floridabuilding.orb�pripr_app_dtl.aspx?paratn=wGEVaQwtDgvQF...b8FEfl60Vrs5wFsWUkbttpmdg74balE UTeOrPdgGVw%3d°u3d[5i2i2Ol9 1:34:51 P?�t] Florida Building Code Online Y +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HVHZ or +/-65 psf outside the HVHZ, with max. grass day,lght sizes as shown in CWS-159E Glass comp" es to ASTM E1300-04. FL13010 R8 C CAC CAR 138-465.Ddf FL13010 R8 C CAC CAR 138-534.2df FL13010 R8 C CAC CAR 138-730e2.pdf FL13010 R8 C CAC CAR 138-739e2.odf Quality Assurance Contract Expiration Date 03/16/2020 i installation Instructions FL13010 R8 II CWS-159E.pdf Ver;fied By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R8 AE EvalReoort159E.ndf Created by Independent Third Party: Yes Lack 0Next The State of Florida is an AA/EEO employer, ooyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: LFTE97iEl� F_ Ej Credit Card Safe .... .... ...... .... ...... .....0 .00000 00:00 .. . ..... .. ... ....0 • .. 0 0 0 0 0 : 0 0 •..• 0000 bttps:,'rfloridabuilding.orgipripr_app_dtl.aspx?param=wGEV\QwtDgvQF.b8FF.I16OVrs5wFsWt;'1:bapmdg74baIE UTeOrPdgGVw%3d°a3d[5,,2/2019 1:34:51 PIylI URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 159E September 7, 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside HVI1Z) Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`t' Edition (2017) Florida Building Code including the HVHZ. The product testing standards performed are outlined below. i cenntcai liocumentanon: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-159E, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3954-01 and -]A, and NCTL-210-3955-01 and -IA, from National Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WDMA/CSA 10111.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 202, 203 1994 (TAS reports 3954-1 A and 3955-1 A. signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HVHZ or +/-65 psf outside the HVHZ, with max. glass daylight sizes as shown in CWS-159E • is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane "Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E, with Kuraray (Dupont) SentryGlas lnterlayer per Miami -Dade NOA 14-0916.1 ]t in DP65 or 67.5 units or Kuraray (Dupont )PVB lnterlayer per Miami -Dade NOA 16-1117.02' in DP55 units • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 17-0206.1 Ot • • • • t I have evaluated the interlayer and framing materials in these Dupont and Quanex NUAs and fft" • • that they comply with the requirements of the 6"' Ed. (2017) Florida Building Code44 use in t4M . product. _ 060 Certification of Independence: I do not have, nor do I intend to acquire, nor will 1 aC�uire.a finajcM: • interest in Custom Window Systems or in any company manufacturing or distributing V�oo ocp for wjucll this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, p t% tft;ial interest.• in any other entity involved in the testing or approval process of this product. • 1tttttlilEl1 l,i • • • . • • �►••..• - ♦ ICI, •••• • •••• : 9/07/2017 STATE OF Lucas A. "Turner, P.E. -�0;• * �� p�•: ,�',: FL PE #58201 Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Page 1 Of 1 KEYSTt7NE CerrrvfaGa:'rrowa, 1Nc. Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1320.0 Issue Date: 12/11/2014 Revision Date: 5/31 /2018 Expiration Date: 9/23/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 PVC Fin/Flange Impact Fixed 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-7/16" HS Lami IG Max Width: 72 Max Height: 76 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +/67.5, 72x76 Qualifying Test Information: '....' • Test Report No: NCTL-210-3954/3955-lA 94 Test Report Expiration: 9/23/2021 ...:.. Authorized Signature: Keystone Cer;fi'cation"§*4jic. ••.... 145 Limekiln*Rd-tuite 1000 a',New Cumberland, f'e11r$Sylvai@ia 1.7070 .... so Phone: 71.7-932-850b •••• ;..... Fax:717!983 6501......00*0 • WWWAEYSTONECERTS.COM PICTURE WINDOW - LARGE MISSILE IMPACT 49 1/4" 73 1/4" MAX. OVERALL FLANGE WIDTH MAX. OVERALL FLANGE WIDTH 48" 72" MAX UNIT WIDTH MAX. UNIT WIDTH 45 118" 1 69 V8" GLASS DLO GLASS DLO A-•T------------- 1 I 4 MAX OVERALL L 73114" FLANGE MAX. HEIGHT OVERALL B FLANGE HEIGHT 76M O UN 72- I I MAX.HEIGHT HEIGHT UNIT 1/8' GLASS O A •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• TABLE OF CONTENTS GENERAL NOTES & rF"ATIONSW....1 • • • • ARCH ITECTbRAIISHAPGS..._...+....•.2 • • GLAZING DE4II`AIL4S......q...............q....•..3 • • SECTION VI S•.•. 4 • • • EXTRUSION .�..�. �..5 • • ANCHOR SCHEDULE t�NOTES............ _.6-7 • • INSTALLATION DETAILS... .................... 8 rm 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 HURRINCANE 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 3) 3. CONFIGURATIONS: "0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE FULLY WELDED. B. SERIES / MODEL DESIGNATION PW-8300. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 4NY 48" x 72" +/- 55 PSF 72 HZ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • x 76" - LARGE MISSILE IMPACT +/- 67.5 PSF a=mffl WINDOW SYMMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT Q ¢z� I- Ow0 wwpo O zOZ}Oofzm U- Pw�zl-�gx Z ZSmQ�woo O Otn�OdPcnnx. Z Q �Zz-Do �QOF0�O- < rrxF}03o F, LL zDw�0W(nw- a o w�a w�Wul d a 9/22/2017 —---........ _.._....._.. LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE ' 05/05/07 CWS-159 E ALF SHEET 1:20 1 OF 8 FULL CIRCLE i 112 CIRCLE N FULL ELLIPSE ("OVAL") OCTAGON TRIANGLE TOMBSTONE TRAPEZOID NOTES: 1. SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY. WOOD OR METAL OPENING. THRU FIN - WOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 & 7, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.cc 8300 PVC PICTURE WINDOW IMPACT Q z ¢zow � z WWo 0 zo?>o�$3im w Fa-w Zf-gx z z=macw00 0 0 za-PEa Z ZO �Zz=-5 Z ui w 0 o x t j owO w EL z=a �0 ncn 0 wl w m , a a z� _ 9/22/2017 _ LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 AIDE 1 05/05/07 CWS-159 E SHEET 1:1 1 2 OF 8 QUANEX DURASEAL IG SPACER • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • rSET-TYNGBLZC115PELkFBC2411.393.1 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" OVERALL 3/16' ANNEALED or TEMPERED 1/2' AIRSPACE 5/16" LAMINATED 118" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 J 1/2' GLASS BITE GLASS TYPE A QUANEX DURASEAL IG SPACER 1" OVERALL 3116' HEAT STRENGTH or TEMPERED 318" AIRSPACE 7116' LAMI GLASS 3116' HEAT STRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER 3116" HEAT STRENGTH PURFECT GLAZE "H" SIKAFLEX 552 11/�SS BITE GLASS TYPE B GLASS TYPE MAX SIZE W x H DP +/-55 A 48 X 72 DP +/-67.5 B 72 X 76 owzmjaWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z az0 z w n o < i--z w o z0w�?>-0m5m u- QwzI-i�:2E z zx2Qmw00 0 01-0 a=I.- c� 0 ornl- Zal - cna z p Z) �jUrn UUu Q I-- 200u_Z z ui w n a 0 U) F- a0 w ~ W O ! j a I- m ix , z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GLAZING DETAILS ADE 05/05/07 IGa-- REV.: GWS-159 E AI.e: SHEET 1:1 30F8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 6 8300 PVC e _O �.......................... s PICTURE WINDOW IMPACT 1 a z az� o- a z ow0 awoo O Pw z1--3:2m z z=o¢<wp0 O OF-OV¢=00- 11 U Otn�,Za-F-tad• 8 9 0 uo� tj 11 i Z3, iZF-DO_Un SECTION VIEW B-B zO U vj z O o <�O>- wrmoz FOm<r __ .. .. w ,U)Q�07o W ow I a zxa Q 0 o a F-~aa Q �wo a uuiuu" INTERIOR ,old'lt�µOREby'11 ?� f No 58201 '`�i1 STATE OF *41 11 e 9 0NAL 9/2212017 _ _ C LUCAS A TURNER, P.E. C� Q FL PE # 58201 1239 JABARA AVE. • • • • • • • • • • • NORTH PORT, FL 34288 • • • • � • • • • • • • • f • • PH. 941-380-1574 • • • • • • T• • • ____.__.—_..—.._...-7 VV SHEET O[SCR.PTIOPTION: ese SECTION VIEW A -A ; SECTION VIEWS i DRAWN B": DATE: • • • • • • • • • • ALTERNATE FIN FRAME ADE I 05/05/07 • • • • • • • • • • • • • • • • • • • IDWc-w REV.' • • • • • • ••000 • • • i CWS-159 E (SCALE SHEET I 1 1:1.33 4 OF 8 •.• • • • . ••• . . • • . • • • • • . • . .. •• • • • .. •• .•. . . • ••. • • PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX 552 HENKEL / SIKA SILICONE 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET 3 2 PVC FRAME FLANGE - H-6006B 114" 1/16" •• ••• • • • 714; • ••' 10 •• ••• •• • • • •• PVC GLAZEBEAD - S-6064 • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 PVC FRAME FIN - H-6006A 1/2" 3" 3l16" � 6 SCREW SUPPORT - P-3113 - CORNER WELD (ALL SIDES) SCALE 1:8 6" (augomts WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Www.cwS.cc 8300 PVC PICTURE WINDOW IMPACT a z 3 azo Z ��O <t-U-W o ZQz>0X�m u Pw�zf-s2= z z=maQ�w00 O Ov1�za-Pt a. ZO �Z�UU) Z UUu ���WFOMzQOOz U0�}W En W O W z aOtnF- ix a0 wr00 wo�� a a ua No 56201 v P ". STATE OF 0. z� 9/2212017 LUCAS A. TURNER, P.E. 1 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 EXTRUSIONS & B.O.M. ADE ( 05/05/07 CWS-159 E 'nLe: SHEET 1:1 5 OF 8 NOTES: 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 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 4ONCHORS S;ALT.PC IN:C:OFjA jCE:NITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABi.E 1, SWWT O. • • • • • • • 6. ANCHOR EMBE&kNT 1d3UBS rMTE _lHALL68EB=""D WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM J&4,TEF@ R"CENT M ACIll"SHALL•VIE MAIN T DINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR Iy1S:NF.Y OPENNG%.AJCKIAND.PUIKOFAS zNERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SMALR MfiET THG MINIMUM CTRENQTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. • • • • ••• • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS (1 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z � az0 I- OwO Qw0 z WJq wo � z0?}OW3:m_ u- rwzF3�gx z zxm<wwOO O O1-I-z0-PU)a Z p 0zzja0 Q zU2zOLLU >_ ¢�QWOxOZ x 2< �i-f-z ui a F la u,cnw 0cwccn0Ww c2ww O -nr OO w1-0 w>_}a co 9/22/2017 _.._.._....... LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE & NOTES AIDE 1 05/05/07 CWS-159 E :ALE.—_-_. . __.__......._. SHEET 1:20 6 OF 8 CANCHORLAYOUT-(FLANGE) DP +/_ 65 PSF NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG AS \LLATION TOR (T. P.) 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 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 T� PREVENT REACTION.• • • • 5. INSTALLATION 4NCHORS 4AL%9:IN:C:OF:ACCE:NITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SYFET S. • • • • • • • 6. ANCHOR EMBE&tNT T(I'AUBS?RATE 941ALL•BEtE)PMD WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM jLNJ EFt-"CENTE�R•S� AOIt�('FSHAL �BE� AI.?.INED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR Ft4S:NR•Y OPEI*NG*S•IIUCKIAND•$Utr.FASVN:RS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATE6 SNAL6 MFtET THG MINIMUMCTRENGTH REQUREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. • • • • ••• • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMAPoVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • WINDOW SYSTEMS a 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a i 3: Qz3 F- owo ¢wow Z Woo o Zw��>-OW�m_ W FWZ�-'Sg2 z zmm<wWpo O 00E-ZQ- Z ZO �zzjUtn Q zoozo 0 Ir gQ �I-I-Z w O o w cn 0 w O w w/nww Qzmo � nl- w _~w W3W V% CL F a ofa z� 9/22/2017 .. _.. _... _..................... LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE & NOTES AIDE 1 05/05/07 CWS-159 i E nl.e: SHEET 1:20 i 7 OF 8 MIN. EMBEDMENT SEE TABLET --SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS 1/4" MAX. SHIM ------. - SEE TABLE 1 ' MIN. EDGE DIST. SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE BY OTHERS- SEE TABLE 1 SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT ... -.... ..... �- SEE TABLE 1 INSTALLATION ANCHOR "'" ---" --" BY INS"I"ALLER SEE TABLE 1 INSIDE AND OUT SEALANT BEHIND O L FLANGE BYINSTALLER 1/4" MAX. SHIM i INSTALLATION ANCHOR SEE TABLE i SLANT BEHIND FLANGE BY INSTALLER iC�J 'F1'i1n� 114" MAX. SHIM PERIMETER SEALANTS BYINSTALLER MIN. EMBEDME INSIDE AND OUT SEE TABLE 1 SUBST"RATE BY OTHERS --- SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW --- �A ` VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE -PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �i HORIZONTAL SECTION �J TYPICAL JAMB ANCHORAGE / TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MI MBEDM T MIN. EDGE DIST. FLANGE CON4f ETh IIk* K*I MiN.) • • • • • 3/16" ITW TAPCON 1-1/ " 1-1/8" FLANGE H LOW OR O LL A L211 FT MIN.) 3/16" ITW TAPCON 2" FLANGE CONC ETE rl. S I AIN. • !0! • 3/16- ELCO ULTRACON 1" 1' FLANGE GF"T-FI(A"CMUm(ASTMG90)• • • • 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1 3/8" 7/8" FLANGE 24 CFAINI,"THERN,-INE - 55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 164tAUGE@(0.060'tMI19. STRI L STUDS • 0 (3Z<4'AELD41INTT • • • • • • #10-16 HILT KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16' FLANGE u ., A jI. (6063- .) 0:0 • • • 1/8 STEEL (33 KSI MIN.) • • • • #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16" • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS IlY/I/I MIN. EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS SEE TABLE I OCALA. FLORIDA 34474 1/4" MAX. SHIM--- - VWW .CWS.CC 8300 PVC PICTURE WINDOW MIN. EMBEDMENT IMPACT SEE TABLE 1 PERIMETER SEALANT Q Z Z 'S QZ0 W H Q 1, O BYINSTALLER INSIDE AND OUT W Q O W Z O Z X- Z F- atn§}Om:�:m INSTALLATION ANCHOR z Z 2 M Q x w 0 =O SEE TABLE I O O F- 0 M Ff X SEALANT BEHIND 0 Z N Z Z Z FIN BY INSTALLER Z O Q U () - �� HORIZONTAL SECTION Q >- 1-- - LL 2 O O LLZ < d O F F O- TYPICAL FIN ANCHORAGE SILL SIMILAR FOR FIN INSTALLATION F HEAD AND F C } O g �W R zaO�TI- woaf0 wr0 F- > a M X 0_ PERIMETER SEALANT BYINSTALLER INSIDE AND OUT 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: 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. Z_-7 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS RASVN BY: DATE: ADE 05/05/07 we a:�a v ..----.... CWS-159 E GALE: SHEET 1:2 8 OF 8 Florida Building Code Online bbnda BCIS Home Log In User Registration Ir. Ir„� Product Approval USER: Public User Product Aporoval Menu > Application Detail FL # ° Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email de t Hot Topics : Submit Surcharge Stats & Fads I Publications I FBC Staff BCIS Site Map Links Search FL16736-R2 Revision 2017 Approved FE- Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc , Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Subcategory fE,,n Deortfrm Compliance Method Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received • • • • • • •••••• Florida Engineer or Architect Name who developed the Lucas A. Turner • • • • • • • • • • •;. Evaluation Report • • • • • • 00000 Florida License PE-58201 • • • • • • • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • :see:* • • • • • Quality Assurance Contract Expiration Date 07/21/2020 0000 • • • Validated By Steven M. Urich, PE ••;••; •••••• •••••. 0 Validation Checklist - Hardcopy Received • •• . •• •••••• • • • • •• • • •••••• Certificate of Independence FL16736 R2 COI EvalRenort871 C_p-df • . : • • • goose* Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA/ 101/I. S.2/A440-08 2008 ASTM E1886-05 2005 httpsJ%florid,ibuilding.ory/pr/pr__app,_dtl.avpx?peramwCiEVXQwtDqu8obl%2f17.m6TgPohLz6ontOd51-IABPugYU1X]zzFJrTCXA%3d'/,3d[1/2/2018 11:05:25 A1,11 Florida Building Code Online I it ASTM E1996-09 PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 2009 1994 _._ __. _. , __ {__ T_.. _ .. FL # 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 Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.12df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReoort871C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.12df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReoort869C.ndf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer Coovright 2007-2013 State of Florida.:; Privacy Statement : • Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records requejt,V pot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.13950 `Pursua•t to Section • • • 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the CWpartm*tt with an erillall address if they dove• • one. The emalls provided may be used for official communication with the licensee. However email addresses are public•ecors If ou do not 4vlsh to jupply a personal address, please provide the Department with an email address which can be made available to the public. To determine ^ttu ar a license@ undk Chapter 455, F.S • please click here . 000000 •• •• •••h•• Product Approval Accepts: • • :. • • • ' •••.•• ~ a a • • • • : • • • 0 0 ... ..... Credit Card ":": • Safe .... . https:%%floridabuilding.orWpr,,pr_app_dtl.aspx?param=rNvGE VXQwtDqu8obl%2flZ.tn6Tgpohl,z6ontOd51I ABPugYIi lX I zzFJrTCXA%3d%3d [ 1 %212018 1 1:0525 AyI I URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port. FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6"' Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. , Technical Documentation: - -" f) This report, prepared by Lucas A. "burner, P.E.. at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, - I A, -2, and -2A1, 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 `02/04,105, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 408 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of +/-60 psf • is Large Missile impact resistant and. does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10' t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6"' Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will 1 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 i»01'esT • • • •••• in any other entity involved in the testing or approval process of this product. • ...... .. .. 4�i111ltfsf •••••• • � � t���ADREgt N xr C'�...t.�.A..,..♦ I f •••••• •••••• •••• • • ,.t, •' NO 582t11 y`p�j�i ti -tij . y. •••••• •• • +w .+ ""{} • . �" vim. O STATE CAE +�� �� • • • • • I.,uc 1��NAI.'E�``1• �rl1es11`4i FL PE,#5820P.E. HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 64 114" MAX. FLANGE HEIGHT 59 9116" MAX. SASH HEIGHT GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SY5fEi15 TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W WW.CWS.CC 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 E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. 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 O 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. • •• • • • • ••• •• • • • • • • • • • • • • •• ••• •• • TABLE OF CONTENTS • GENERAL NOTES & Fl).l ATIONIi...........9 • • • • • • SECTION VIEWS &G✓,AZNGDETAILS....2 AZ. ONIT SIZE DESIGN PRESSURE RATING IMPACT RATING EXTRUSIONS EDULE ....J!....!...........�..... •• :. ••• q x U' +/- 60 PSF LARGE MISSILE IMPACT ANCHOR SCHEDULE!! NOTES•.............. • • INSTALLATION DETAILS...._.....................5 • • • • • • • • • • 8200 PVC HORZ. SLIDER IMPACT Qz z3: F- ow0 Shoo Z w-0 w zoz KoZt w F-w Zt-s2T Z zmm<wwoO O 0E-0 Q=F- � U UUF- Z ZO — — Z F- U N U U m �O 0tz LLJ wcna 0of �v1F- o M of wow � d F_ d 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS ADE 1 10/10/13 CWS-871 C ALE. SHEET 1:15 1 OF 5 INTERIOR SECJION,A" • • • • • • • • • • •SECiIOM C-C ••• ••• ••• i• ALfI•RNAT-FINFRAME ••• • • • ••• • INTERIOR SECTION B-B 1....... - ... ---- NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK(TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) X HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 7/8" OVERALL }. 118" ANNEALED or TEMPERED 7116" AIRSPACE 5/16" LAMI 1 /8" ANNEALED 494 DUPONT PVB INTERLAYER 1/8" ANNEALED I' 43PURFECT S KAFLEX 5-H" GLAZE GLASS TYPE A 1:1 — 1/2" GLASS B1TE QUANEX DURASEAL IG SPACER WINDOW SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q azp Qrzw zOz w_? LL �-W zrsgx z zmm<WWOO O OFO 0 Q=F- W z p Z j U- Q -LL z t- o0LL0 4�O W 1m0_ z ui w OOKYowU)w 2 ZU)a O�r>7l- 0.O W�0 (L a a �:�a `; 7-1 - 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SECTION VIEWS AND GLAZING DETAIL AIDE 1 10/10/13 CWS-871 C ALL, SHEET 12 20F5 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reint. Sash Meet. Rail Keymark Alum 2 H-1699 Reinf. S.B.R./S.S.R, Kevmark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bol. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet. Rail, PVC Mikron PVC 7 1 H-6051 ISash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Fig., 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 Allmetal Rol[Form 13 P-3228 Screen Spline, .155 Dia., Blk. Dapa 14 1 P-4754 IScreen Frame Comer Key Allmetal Nylon 15 1 P-3342 ISeam Sealer, SM-5504 Schnee Silicone 16 P-3352 Set. Blk., 85 Dur., 1/8" x 518" x 2" Lg. FrankLowe Rubber 17 P-3429 Wstp., 0.270 x .187 back FinSeal, Gn Ultrafab 18 P-3539 #8 x 3/4" Square TEK 2 Zinc Fastenal Steel 19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 21 P-3783 or 1 P-5250 Spring Lock, Impact, PVC Interlock 22 1 P-4779 lRoller, Tandem M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep COter w/ Flap M&M Nylon 26 P-4638 #8 x 2 112 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper, Rotary Lock Sullivan Zinc 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gr Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf, S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., r•J!,"• • • • • Ylikl•n PVC 40 S-6063 Fixed it Coeer, • • • • • Oikrori, PVC 41 S-6064 Glazing eid • • • • • • ik PVC 42 GLASS SEE SALET2•1 CARDINAL GLASS 43 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone • ••• • • LINE ITEMS NOT UIPEP • • • • • • • • • 33 NOTE. ALL 0TRUSIfbNS ARE ALUMINUM 6063-T6 ••• • • • • • • • • • • • • �— 3 1/8" 3 1/8" __ J 5 1/1 2 11116" 1116" 3 9/16" O O PVC FRAME FLANGE-6049 6" 2 1/8" 1/16" t FIXED RAIL - 1836 PVC FRAME FIN-6048 Tj--23/16'—_ 115/16" +j 13�116— 9/16" ^ I 4 i .... - 40 15/8' 15/8'. �J 1.1 15116" 1/16" 1/16" 1/16" .L_— 1l16" PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER- 6063 0 3/16" O d �...__...-15116" 35 7i8° 1l16" PLAN VIEW-1999 HEAD IMPACT HOOK - 1999 ,0 3/16" I 6" �I 5/8" t~ T"" 36 PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 3n s" 3"1/2" SCREW SCREW SUPPORT-3113 UNLESS OTHERWISE NOTED. 5/8- 1' v .�. V16" SASH MTG. RAIL-1497 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 1 _ 6 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 2 15116' tlt6" SASH REINF. - 1699 3/4" 7116" 3/16"-.....-- i i�-1 1/4' -4 O T 16 T t/ts' I V16" S.B.R./S.S.R. - 1498 ROLLER TRACK - 1776 1/4"y 41 71 7/8" 1 _8. 9,1JS N PVC GLAZESEAD - 6064 GLAZE BEAD - 1112 j{— I 7. �5/16' 1;1616' 16' PVC SCREEN CATCH - 6013 PVC ANTI -LIFT - 6005 - fU =1115" PVC SCREEN SUPPORT - 6014 WINDOW SYSTEMS l5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS. CC 8200 PVC HORZ. SLIDER IMPACT Q Z 3: EZ� Ci Z uw J❑ Q F O w ZOZ Ott:2 - O Qrn§YOof3:m "_ Pw Z Z=2Qo�w00 O OF-O Q=F-of U U(nF- ZCLF-(n ll Zp O Zj= U mUzOa�0wo� 2' '-D W 00_WI- a0 wF=-O W=of>_ I, ° ��a _sat111 FI1.. v t No 58201 •."� 1TQ. STATE OF W x� - O R 1 z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS AIDE 1 10/10/13 CW S-871 C ALE' SHEET 1:2 3 OF 5 4" M 4" M 8" M, (T ANCHORLAYOUT- (FLANGE) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHOR SPACING SAME AS HEAD. WINDOW SYSTEMS a 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC ATION HORZ. SLIDER I (TYP.) IMPACT 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 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 INSTAL AT O TABLE giT!?S AnE:N : C:RDRNQE WITIANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIF• •• • • • • •SS•: •• 6. ANCHOR EMBEDMENT TOISUU�. yJ$7� AA•,��� +'A4t BI•YC&D W*LL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO S15MD Cdl`1CRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7 A MINIMUM CENTER -TO -CENTER SPAC�NG Slit j BE MA116TAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD RATEOR IS SHAA&L IJEPE= T�H�`E WNIMKbM STRtN•GTR RF INRE j1Et TS AS SHOWN NPROPERLY TABLE/G SHEEET 5. CONCRETE AND MASONRY SUE ARCHITECT OR ENGINEER OBSTRARECORD TES MAAND Y NOT BE CRACOKED. TRANSFER WIND LOADS TO THE STRUCTURE . • • • • • • • ••• • 9. SEALING AND FLASHING STRATEGIES IPOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA%AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMAAAMA/WDMA 300(EXTERIOR DOORS) ••• • • • • • • • • • • • • • • • • • •0 • •• •� ••• 000 0• Q aZ3: Z WWo QFOw w zOz wtzF- o F-w§zF-�5x 0O0 a Q w F- 0 F-ZF~0-0 0U) 0-ui Z--9Z Ot sw Q F?�moO'Z Q �OF-I..-FO- Z ui w Oow}LL nQw(ow CL Z!2w OJ(nF IL o wF-0 w=�� a � a f�a z: 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 I PH.941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 10/10/13 CWS-871 C .ALL. SHEET 120 40F5 SUBSTRATE BY OTHE SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLE INSTALLATION ANCHOF SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHEF SEE TABLE 1 TYPICAL HEAD ANCHORAGE SEE TABLE 1 VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE INSTALLATION SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX.SHIM— -SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TADLE 1 �— PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER rB"� HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE 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 1-112" 1-1/8" FLANGE • LL R R UT-F1tLEDCMe (11�F MIN.) 3/16" TTVJ TAPCON 1" 2" FLANGE • CONCRETE (2.*WSYMIIi) • • • 3116" ELCO ULTRACON 1" 1" FLANGE G6ZOUT-F+LL U S 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE • • • • 2XMIN. SOUTHERN PINE (G=0.55) 3/16" (TW TAPCON OR ELCO ULTRACON 1-3/8" 718" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" • FLANGED(33,41 19 GNI GAUGE (0.060") AY6TEEL STj)D YIEL M ) • • • • • • #10-16 HILTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" • FLANGED • 'P``S" AfLUM. (6003-T5 A4M1.) 00 • • • 1/8j JTEEL (IVK%I MI .r • • • #1C GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.55) 148 WOOD SCREW 1-112" 1i2" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS _ 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 1/4" MAX. SHIM WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT / SEE TABLE z 3: azo Q W OPERIMETER SEALANT Z W W O 0 w r Z BYINSTALLER INSIDE AND OUT W 0 Z O Z 1, H Q U) �i y O R 3: ao ----- INSTALLATION ANCHOR Z Z= 2 Q K W 0 p SEE TABLET O OFO UUF'-U�-L-(np- Z SEALANT BEHIND FIN BYINSTALLER 0 Z Z—, Z F� U) O U` U Z) U— %C� HORIZONTAL SECTION } F- Z, Z O WO Z TYPICAL FIN ANCHORAGE < Q O tW- F F HEAD AND SILL SIMILAR FOR FIN INSTALLATION H � 0Y Y 5 � p U- J)Z:r U)W d = 1.-of W3� W U) d F a Of d PERIMETER SEALANT BYINSTALLER \_! / z INSIDE AND OUT r_61 HORIZONTAL SECTION S 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. 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. r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS AIDE 10/10/13 .'G REV, -- CWS-871 C ALE. SHEET 12 50F5 J Florida Building Code Online Page I of 2 BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff Bcls Site Map Links Search dbpr WKIZI h �tAProduct Approval ��j) USER, Public User r Product Approval Meow > Product or Application Search > Application List > Application Detail FL # C7R,2-R2 Application Type Code version Application Status d Comments Archived�Product Manufacturer Window Systems Inc.Address/Phone/Email 44th Avenue 344748-6922 Ext245ws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 ( 352) 368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received • • • • • • • •••• •••••• Certificate of Independence FL16177 R2 COI Eva!Report812C.Dclf • • • • • • • •••••• •• •• •••••• Referenced Standard and Year (of Standard) Standard • • •. • • Year • AAMA/WDMA/CSA/101/I.S.2/A440-08 • • • • 20080 • • • • • • ASTM E1886-05 • • OAS!0 • • • • • ASTM E1996-09 2009 • • • • PA TAS 201/202/203 • • • • •: • •1*9j'? • 00000 •• •• •• • •••••• • Equivalence of Product Standards • • • • • Certified By • • • •• • 609090 • 00 • •• • • • •••• https://www.floridabuilding.org/pt-/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh I Oy... 1/3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R2 1I CWS-812C.ndf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. FL16177 R2 AE EvalReDort812C.Ddf Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. v Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEC) employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records, if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. roust provide the Department with an email address if they have one. The email• provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here,. Product Approval Accepts: O C1 *ig El 0 Credit• Safe f+tiYC`111'IL� i►3'h k14,��^ • • •••• •••••• •••••• •• •• •••••• • •••• •••••• •• •• •• • •••••• • • •• • •••••• • https://www.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgvyf4ngAXh I Oy... 1 /3/2018 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 11h. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 81.2C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size; /-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6"' Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. L Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-812C, signed and seated by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A., -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/`04/06/09, and AAMA/WDMA/CSA I Ol/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C Is impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1 /8 Annealed or Tempered outboard lite (Tempered required above 30 fa in HVH7...,) — Air — 5/16 Laminated (1/8Ann-.090PVB-I//8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10' t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 61" Ed. (2017) Florida Building Code for use in this product. Certification of Independence: l do not have, nor do I intend to acquire, nor will 13V--"rq. a finAu(;inl; interest in Custom Window Systems or in any company manufacturing or distributinglYoducts for which this report is being issued. I do not have, nor do I intend to acquire, nor will 1 acquires&fxrancial it ter: *t• in any other entity involved in the testing or approval process of this product. • • • • • No 58201 STATE OF O • «,� ,r�4 8/29/2017 ski? ti **� Lucas A. 'Turner, P.E. jr,11ONA� ,t+ FL PE 458201 SINGLE HUNG - LARGE MISSILE IMPACT 63" MAX. OVERALL FLANGE 61 3/4' MAX UNIT 53 1/6" MAX. DVFRAI I FI aNGE WIDTFI 51 7/6' MAX. UNIT WIDTH 47 11116" GLASS DLO A -�- 1 1 I B O I GLASS6" I DLO MAX.1�1 26 7/8" 30 3/76' f I SASH ( ` ' I I GLASS FIF.I,]C` I DLO I /R1 I m A -- 451/16" .._..... GLASS DLO 48 318" MAX. SASH WIDTH •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• TABLE OF CONTENTS GENERAL NOTES & ELEVAT40N�..., 1 • : • • • • : • GLAZING DETAIL ............ ........•....•.....2 • • • • SECTION VIEWS ....................!I!....R....* • • • EXTRUSIONS & B.O.M........... �.� 41 • • • �� ANCHOR SCHEDULE & NOTES •' .........5 • • INSTALLATION DETAILS....................6 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED QvMMSKI TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: "O/X SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES o w w 06 ASTM E-1300-04e01/09. z w o o a�_ w w 0 zOz w--t OF w � 5. ANCHORAGE: THE 33 1/3 o STRESS INCREASE HAS NOT BEEN USED F w z 0O IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR z z 1:¢ W w 0 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1,-0'j a = F w (n z ANCHOR CALCULATIONS. o Z U) z rF � 0Z 0 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE > 0 0 to : U- G Z LL Z 0 Z NOT REQUIRED. < Q O w F F Z /n W O Lu 7 ALL FRAMESSMALL JOINT SEAM SEALANT W O o X fn O RAIL AND JAMB, a 8. SERIES! MODEL DESIGNATION SH-8100. 0 tr wF0 a—m = Lu a F-a a 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: i.tuua.i X =OPERABLE SASH, O =FIXED SASH gORE '10, , 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .. LOCATION. No 56201 "• P 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. h jAXwe *UVIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51'7/8' x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 GENERAL NOTES AND ELEVATIONS BAT 06/18/12 lG z: REV CWS-812 C ALE: SHEET 1:15 1 OF 6 718" OVERALL INSULATED GLASS , 118" ANNEALED OR TEMPERED 7116" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H' OR SIKAFLEX 552 BITE . FIXED LITE 11 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SASH LITE 7/8' OVERALL INSULATED GLASS - N 118" ANNEALED OR TEMPERED 7/ 16" AIRSPACE 5116" LAMINATED GLASS 1/8" ANNEALED 090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE WINDOW SYSTEMS L1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a i �: ¢z3: I— o w 0 Q w OO W Z W-O O ZO0Z}00_2�m LL. N W �Z!-3�:M2 O OrOa¢Woo U OVI I - Oa FF--U3CL Z ZO �ZZjU� Q zoozo 0 >- <�ow m0Z F N Z cli w Q O Ir> W — O W z`na 0(nV- O wF0 wo�� a 0- ova 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GLAZING DETAILS BAT 1 06/18/12 CWS-812 C ALE SHEET 1:1 2 OF 6 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. INTERIOR WINDOW SYSTEMS L1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z az� ❑w0Wo . Z W-❑ ❑ zOw��>0w3:E LL F- W ZF-3:2S z zm�<X oo O OF O 0 Q=I.-x U 0-aFWD- p�Q �ZUu wZ z Uz � >QQ 0�O wFx0z F'I_Z ui W❑ U) 0 w O w wa O� nl- 0 w D— m ���'�f•1©.R .... No 58201 �t STATE i�ct' • �.l O A � � P'O�t�O� ,10�41S/ONA�t� i- 3 ,z ' _ 18 -- 1 3 9/22/2017 6 LUCAP.E. 2 4 FL PE # 58201 • • • • • • • 1239 JABARA AVE. 30 • • • • • NORTH PORT, FL 34288 O • •• • • • • • • • • ••• • PH.941-380-1574 • • • • • • • • 00 SHEET DESCRIPTION: SECTION VIEWS SECTION A -A • • • • • • • DRAWN BY. DATE: • • • 000 • 000 .00 BAT 06/18/12 • • • • • • • • • • DY:'G REV.: • • • • • • NOTE: ITEMS NOT SHOWN FOR CLARITY: • • • • • • • • • •• CW S-812 C 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 SCALE: SHEET 1:2 3 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 H-6031 IMain Fr., SH, w/Fig., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Fig., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Fig., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 21 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Giz. Bd- 7/8" Mikron Vinyl 18 S-6013 Scm. Adapt., w/Nib, PVC, Honz. Mikron Vinyl 19 S-6014 Scrn. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cmerw/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikatlex 552 or Purfect Glaze "H" Sika Henkel 48 P-3352 Set. Elk- 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbi. (logo) Pro Label 53 Sash SEE SHEET GLASS 54 Fixed SEE SHEET 2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Honz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring. SS Fl. Screen SS 70 P-3113 Screw Support for PVC T Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S�063 Cover. Fixed Rail • • • • • • • • Mikron • ViNvi 14_ ( r'-3b41 1F8 x w , ran Head, TtR - - � � mst"i- I mteel •• ••• f• • • •• LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PVC FRAME FLANGE-6031 7/8"i REINF.. IMPACT HOOK - 1112 H 6718" L1/16" PVC SASH STOP -6025 3/4" 3/16'-1 13 T REINF. S.B.R./S.S.R. - 1498 10 ...--1/16" PVC SASH BTM. RAIL-6028 1 5/8' L—;" — ,/16" PVC SASH SIDE RAIL - 6004 1e 1/16" PVC SCREEN CATCH - 6013 3f4" 110-...._.. 15l16" 1/16" REINF. BTM RAIL-1699 • 3/16" O 6 I IMPACT HOOK S-1577 FRAME CORNER Qmmmsffl CONSTRUCTION I-•� 2 3/16" 1900 SW 44TH AVE. 8 FLORIDA 34474 wWW.CWS'C CORNERWELD 8100 PVC ----- (ALL SIDES) SINGLE HUNG 1:8 PVC SASH TOP RAIL-6027 IMPACT z 3� <Z� Z ow0 NwOo .._11/2" 3 w ZOZ W�Zt }OX Z ZS2a2wo0 O Ot 0'jQ=F0� 2 1/8 _ 1/16. FIXED MEETING RAIL Up Z t~/1 Z Z ~ j SCREWED TOGETHER WITH Z 00 j U- OUTERFRAME Q-ZOO Z O tL U 1:8 > <�Owp=OZ Z FIXED RAIL -,836 ~ 0 O W O w uJ W O —1 c>) t— d p wt-0 n�-:: 1/16^� ����p�`P'pJADREi'f , E PVC FIXED RAIL COVER - 6063 PVC SCREEN SUPPORT - 6014 :� ='r No 58201 ••". 7 5!8'-�-�{ 1/4" r _« STATE OF .•Z REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 r SZ- 9/22/2017 ----..-.......... -............. ..- ............................. LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 s " a,6 I---3'---i BOM AND EXTRUSIONS 70 SCREW SUPPORT-3113 DRAWN BY: BAT DATE: 06/18/12 D'N A: REV.: CWS-812 C SCAL : SHEET 1:2 4 OF 6 WWDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Www.CWS.CC NO7"E 2 8100 PVC SINGLE HUNG AI..I.ATI ON IMPACT HOR (TYP.) Q z aZ� t0 w o p 0 Z WHO W 0 ZOU?}Ox�m Q Z Z2�QIrWQp 0 0E-0 ¢=F� U U(pF- ZaH(nQ- Z ZO 0_ZD UM } QWOOWZ U w u)0 W W U O W Fx W(nW 0-(nI— a 0 W�� a—T L F- a ��'a p� ,%' go'REW ♦�g�.�•'�G EHS z : No 56201 ": p STATE OF L 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. IT (- I ' ' T 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO,BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH 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 AOCORDANCE WfH•,NOHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEE106 • • • • • • • • 6. ANCHOR EMBEDMENT TO Sb"TRAJfi GHALI•RE B Y NpW:LL"1SSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7, A MINIMUM CENTER-TO-CEt6TER iWiCING SHALL Blie"NTAINEVA BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. • • • • • • • • • • 8. WOOD OR MASONRY OPE!4INr'S JECKSWN�JO K F�:TENERS SHALL_' BEOPROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL ME TFF=E NI U ST GTH QLRRE 1NTS:S HOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. • • • e ••• • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA(AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA VDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 000 0 0 Xz 9/22/2017 .. ............. _....... _........ _................ -- .............. _. LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES BAT 06/18/12 JG 11REV' CWS-812 C ALE SHEET 1:15 5 OF 6 ' TYPICAL HEAD ANCHORAGE ' MIN. EMBEDMENT MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 1l4" MAX. SHIM SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT // PERIMETER SEALANT SEE TABLE 1 MIN. EDGE DIST BY INSTALLER1 1 1 SEE TABLE 1 INSIDE AND OUT SEALANT BEHIND SEE TABLE ON ANCHOR ............._. FLANGE BY INSTALLER 1/4" MAX. SHIM (! INSTALLATION ANCHOR SEE TABLE 1 CONTINUOUS DOUBLE 3/16" BEADS OF T"REMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM SEALANT BEHIND L_ FLANGE BY INSTALLER Ir PERIMETER SEALANT 7SEE MBEDMEN" BY INSTALLER ABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS - SEE TABLE 1 —MIN. EDGE DIST. SEE TABLE 1 %A1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE IN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) • • • 1 j T P N• 1-1/2" 1-1/8" HOLLOW OR GROUT -FILLED C 117 P 51 ) /1 I P N 1" 2" CONCRETE (2.85 KSI MIN.) • • • Its EVCCQJL7RACOIN GROUT -FILLED CMU (ASTM C-90) 3/16" LCO UL N 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3'16" (TW TAPCON OR ELCO ULTRACON 1 3/8" 7/8" 2XMIN. SOUTHERN PINE ( _ ) 1 D SC5 • 1-3/8" 718" 16 GAUGE (0.060") MIN. STEEL 11TUD• • (33 KSI YIELD MIN) • • • .10-14 HILTI KVAIK-FLE9 016 ITW TEK LIfD LING C W FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR• • • 1/8" STEEL (33 KSI MIN.) #10 ORADE 5 SMIRTAPPING ! DRILLING SCREW FULL THREAD THRU 0.125" 7/16" i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER g _ HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT HORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE. UP TO AND 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 LL�� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a I- z 3 aZo ow0 owF-oo w � ZOZ K~ZIW-- 0� F w Z M_ O U OF O ¢_Ifx UHF-Za.�-(nd Z UU - U ZO co Z) Q Y <zLLg0Ou.Z Q:ow-=O- T- t_ X Q F- Z ui W U C H C W O W w1 0 � W - a CL o wow wo�� w a a 9/22/ 0 7 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: INSTALLATION DETAILS RAWN BY. DATE: BAT 06/18/12 WG4: REV.: CWS-812 C CALF: SHEET 12 60F6 Florida Building Code Online -�-- 7 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications Contact. Us BCIS Site Map ( Links ? Search dbProductApproval �• USER: Public User �p Product Anorovai Menu . Application Detail FL # FL17472-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. • • •••• •••••• Referenced Standard and Year ( ) Standard of • • • • • • Standard • Year • • • • • • • • AAMA450 •••••• 2010 • i••••i TAS201 •••••• 19•PAU000 • • TAS202 •••• 1994 ••i••• •••••• TAS203 • • •• • 1994 • • ••••• • Equivalence of Product Standards : • : • • • • • • • * • Certified By 0 • • • https i%w%Ntiv.tloridabuilding.org pr, pr_, upp_dti.aspx?param—wGF.VXQwtDgtCL;'GgviQiz(iAvC%2bOtot)rJ5%'fyzYXcYzptRiH6c(IMpe5HGNvo63d%3d(U24;'2020 2:51:57 PM] Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary vf'Products Method 1 Option A 10/01/2019 10/02/2019 10/09/2019 FL # Model, Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion — — .. _ ............ ........................................ ..,. ................ ........ _. .........._.-_ _._ .. ..----- - - --- Limits of Use -- --------- Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R4 C CAC 6.62-104 C0R2,.pdf_ Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size, angle and design FL17472 R4 II PA-0004 HVHZ Mulls SS 2019-09-1 3 12df Verified By: Hermes F. Norero, P.E. 73778 j pressure rating Created by Independent Third Party: Yes Evaluation Reports FL17472 R4 AE PER6414 SS 2019-09-11,pdf Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mu:,.on Vertical, Horizontal, T and X Configurations Certification Agency Certificate Limits of Use Approved for use in HVHZ: Yes _FL17472 R4 C CAC EAS 622-101CAR.PDF Approved for use outside HVHZ: Yes FL17472 R4 C CAC EAS 622-102CAR.PDF Impact Resistant: Yes FL17472 R4 C CAC EAS 622-103CAR.PDF Design Pressure: N/A FL17472 + R4 C CAC EAS 622-105CAR.PDF Other: See drawing set for mullion size, configuration and FL17472 R4 C CAC EAS 622-106CAR.PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R4 II PA-0003 SS 2018-02-14.12df Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R4 AE PER5505 SS 2018-02-14.12df Created by Independent Third Party: Yes sari jlezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, oovright 2007-2013 State of Florida.:: Privacy Statement : • Accessibility Statement c; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, ;icensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to suppl^ pRrlonal address, please provide the Department with an email address which can be made available to the public. To determine if you are a lic%nsee urjder Chapte%5�,.Fe., please qrk i%;:" Product Approval Accepts: • • • • IOCt' •••••• •••••• •••••• • Credit Card • • • • 0 • Safe .••• ••••• ...... •. • ..... ZZONIM . . .. . ...... https:i%wwtiv.tlordabuilding.orgpCpr_app_dt1.aspx?param=wGEV.XQ%NtDgtCl;GgvjQiz(AvC%2bOtol.iJ5'/fyzYXcYzptRIt16cqMpe5liOw°o3d%3d[1!24;20202:51:57PM] Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Page: 1 Of: 1 Y,F-YSTOIVP- C. CTtTI PICATION 6. INC. Certification ���ii Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 622 - 103.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x4" Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W 8A/9A Test Report Expiration: 7/18/2021 000000 Authorized Signature: 11:10:21-05'00' Keystone Ccitif1CatiOr1S,•hnc. ••'•'• 145 Limekiln:I.si;'suite.10bp ;••••; New Cumberland,.Vwfnsylv:"W1707Q.... Phone: 74;7•9a2-8500 ••:••' Fax: 71.7 932-8501•• • • • •; • . . .. . ...... WWW. KEYSTONECERTS.COM K ,Ys-rON'rr C6RTIPIGATtON9. ING. Appendix 1 CAR No: 622-103.0 Expiration Date: 7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 1"x4" Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W' IN. (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 1 53.1 1 52.5 48.8 108 98.1 74.2 60.1 50.8 44.3 39.5 1 36.3 1 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION: 1" x 4" - TWO-WAY MULLIONS SPAN TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29 Impact Ratings ASTM E1996 - Wind Zone 4, Missile Level D PA/TAS 201/203 - Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd, Suite 100B Phone: 717.932.8500 www.keystonecerts.com ...... .. .. • New CyVbetland, PA1Z470 BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 954.399,8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL1747 Report No. 555 6th Edition (2017) Florida Building Code Method: Category: Sub — Category: Product: Material: 1— A (Certification) Windows Mullions HVHZ Clipped Aluminum Tube Mullions Aluminum 6005-T5 & 6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL. 33912 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date:02/06/18 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F. Norero, P.E. Reason: 1 am approving this document Dale: 2018.02.14 15:47:48-05'00' •••• Itit • :g�,r ES F oe se 000600 J r:. 0 -.. ..i 7fc . fr ;• • • • =. 0.00 T T • u.� :.... :Heon-llEsloi ilt'0`P.E. :••••: •• Florida No4,�378 • /a/A\\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub -Category: Mullions Compliance Method: State Product Approval Method 1a Product Name: HVHZ Clipped Aluminum Tube Mullions FL#:FL17472 Date: 02/06/18 Report No: 5505 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6`h Edition (2017) Florida Building Code. See Installation Instructions PA-0003, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6" Edition (2017) Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6ch Edition (2017) Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. , • • • •, 5. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 6`h Edition (2017) Florida Building Code. : 0 0 . 0 6. See Installation Instructions PA-0003 for size and design pressure Iimitgi Qise.: 66 41-lertnes F. Norgro,�.E. Llorida PaffG20f'4 I 10IN BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 FL#:FL17472 Date: 02/06/18 Report No: 5505 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications, Inc. (FBC Organization #: CER1523). Referenced Code Sections: 1. 1709.8 of the 6th Edition (2017) FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization #: TST1577) Report #: CTLA 301OW-4 Report Date: 07/18/14 Report #: CTLA 3010W-4A Report Date: 07/18/14 Report #: CTLA 301OW-5 Report Date: 07/18/14 Report #: CTLA 3010W-5A Report Date: 07/18/14 Report #: CTLA 301OW-6 Report Date: 07/18/14 Report #: CTLA 3010W-6A Report Date: 07/18/14 Report #: CTLA 301OW-7 Report Date: 07/18/14 Report #: CTLA 3010W-7A Report Date: 07/18/14 Report #: CTLA 301OW-8 Report Date: 07/18/14 Report #: CTLA 3010W-8A Report Date: 07/18/14 Report M CTLA 301OW-9 Report Date: 07/18/14 Report #: CTLA 3010W-9A Report Date: 07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Certification Agency Keystone Certifications, Inc. (FBC Organization #: CER1523) . . .•.. ••••.• •• .• ..•... .••... •••• • ...•• ••.••. •• . ••••. :hierines F. Norero, P.E. �• • . •• • Florida No-737.78 •••••• �.•� Pagi� f4 :•••.� /a/A\\ BUILDING DROPS A Perfect Solution in Every Dropl Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#:FL17472 Date: 02/06/18 Report No: 5505 A. For two by (2X) wood frame substrate, use #14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, woad bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For metal stud substrate, use 1/4" Grade 5 self -drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions (PA-0003) for anchor locations, design load tables, and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables, mullion profiles, and installation details. . . .... ...... ...... .. .. ...... .... . ..... . ; 0090s .. F. Norero, P.E. 0 Florida Ao.71-A78 * 0 00 �960% Pa�� *of4 :• -:0000 0 HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: 'WZ Wl 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION (2017) --{ 4 ' -- FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE. C 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 INDIVIDUAL UNITS ATTACHED TO MU W ONS MUST BE IMPACT RATED. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEIMASONRY AND 2X FRAIN WIND FORCE ANCHOR CLIP, RESISTINGSYSTEM CAPABLE OF WFTHSTANDINGAND TRANSFERRING APPLIED PRODUCT LOADS TO THE MING ASA MATYP� / FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. S. IX AND.ZX BUCKS [WHEN USED) SHALL BE DESIGNED A.ND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL STRUCTURE. 6. THE INSTALLATION DETAiLSDESCRiOEDHEREINAREGENERICANDNWYNOTREFtECTACTUALCONDITIONSFORA BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'U FOR THE PROTECT OFINSTALLATION. 4 MULLION w � 9� SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN., .n,P A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ ARM, ONE TIME PRODUCT APPROVAL TO 6E OBTAINED FROM MIAMI-DADE RER. 7. .MULLION &. CLIP MATERIAL_ ALUMINUM 6005-TS & 6063-76 (AS NOTED) & MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL: 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECFIC ANCHORING REQUIREMENTS, MULLION 7 Y CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4 p ` SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2027) FLORIDA BUILDING CODE, TYPICAL MULLION ASSEMBLY TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS 2 - MULLION DETAILS 3 ANCHOR CUP DETAILS 4 - MULUONSECTIONS 5 TYPICAL MULLION & CUP ASSEMBLIES 6 ' - 1- X 3-1/8' (LIGHT) MULLION DESIGN LOAD TABLES 7 - 1-X3-1J8"(HEAVY) MULLION DESIGN LOAD TABLES 8 H• - • • • 1'sX 4'WWJ*IOPJDE%GN LOAD TABLES 9 1 • - • • • 2•14-:AU 'jE?1(4 LOAD TABLES 10 i • • • A�1U:JOCDESjGjjfbADTArLEs 11 ! i - MULLION ASSEMBLY AND LOAD EXAMPLES • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTRUCTIONS: 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULUON T4AT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: • ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY AT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10. MULTIPLE ANCHOR TYPEISU3STRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING. DESF!o *� 7 �O* . �o� wu, Digitally Wgned by H-3 F. Nmrn. P.E' '�irtLi(rd` ��� SA7 Nylg Reason: I am approving Ids docvmerd ooa iC °yam & !A� yis Date; 2018.02.141530:49 -D500' wraA eEwcy�t .swo• sT a,TE FBPE tt!T Of AUT1atQATICN No. YSTe REVISIONS STH ED. FBC UPDATES oEeC10RYYl f f fip MULL fSPAN f� VERTICAL SPAN MULL SPAN'L! i f f VJl' .HORIZONTAL 'IT" MULL SPAN MULL SPAN'C f f f f HORIZONTAL SPAN r�L Eastern EAS1TAapaiECitAMLSYSTEI*., r F.A f M: DaveSTKAVF. HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS - * F8PE NGOP.OPi aK. 00.4ADFeOAC TIFKATEDF AlnH0.V Ip.245M 0.125" -- 3.125" � t — 1" X 3-1/8" (LIGHT) MULLION SEE SHEET 6 FOR QUALIFIED CLIPS • w • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• � — 1.000" 0.125" 3.125` 0.625" 1" X 3-1/8" (HEAVY) MULLION SEE SHEET 7 FOR QUALIFIED CLIPS 0.250" -- 4 000' 1 j 1 1 0.250" -J 1" X a" MULLION SEE SHEET 8 FOR QUALIFIED. CUPS NOTE: SEE SHEET 3 FOR SPECIFIC CUP iYPES AND DIMENSIONS. �FO0; O 7 Ew o.Gdl ftmildd. m 3 --) 2.000" 0.250" 6.000" T 0.250' 2" X 6" MULLION SEE SHEET 10 FOR QUALIFIED CLIPS REVISIONS Euhsw AucaerttnmA� sfs%.s © A UYl ODN[4Y AVE ifi)iL1�t% l" HVH2CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS v, z I oEscgrrr: e;+am�c orris, aK: RPE CF1f11itGTEW � AUll10RUigM N0.2953 �4'� 3 O O T 2.623" 3,375" 0 0 1 z.25 D.lzs2" 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 2.25" 10 2.25" 0 2.25" o �1j'' 0.125• 2^ `T I 2" X 5" X 21/4" L-CLIP 10.46' 2.50" 2.25" 0 p 2.2� p p 2.25" p p 1.25" 1 0.188" 1015/32" X 21/4" H-CLIP } ALUMINUM 6063-T6 8.25" 2.25"�-2.2'S"— 2.25" �2.2'S"— 2.25" l O O O O 2.625"' • ••• • • • • • •• { •• ••• •• • • • •• 0.125" • • A NU 063=6 • • • • • t • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ALUMINUM 6063-T6 0.722"—.1 �o 0 2.25" o j f 2.125" 1 21/4" U-CLIP ALUMINUM 6005-TS �51.� 2.25" O I 1.75' D 2.25" o 0.125" 1" 2" X 5" X 13/4" L-CLIP ALUMINUM 6063-TG 0.722"—•-1 �..—. o 0 o1.75H" 2.1125" -i 13/4" U-CLIP ALUMINUM 6005-TS F/ REVISIONS . /yp p/ =•n. TT =�' �0 • ,.• Gam? `�: �%6,'fASiD� �jg1�1E `Sl0 M 0.41L DFffAVtCN O D 4.625" 5.375" O O — 0.125" � 2^ 1 � 2" X 4" X 5 3/8" L-CLIP ALUMINUM 6063-T6 10.46•' 2.335" z5" ° 2.25" 2.\ � \.. 0 o '/\2.25' o 2.25, 0 1.25" J u T- 10 15/32" X 13/4" H-CLIP t ALUMINUM 6063-T6 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS A—mpl=-w.n AUiXDIVL.TpN ND.;95I6 INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR (SEE NOTES SHEETS 2 1J1." MIN, HORIZONTAL 6-1Dj EDGE DST. (SEE NOTES SHEETS 1 BE MIN. (SEE NOTES SHEETS MULLION, TYP, 6-10) EMBEDMENT 6-10j CONCRETE OR °' e MASONRY BY OTHERS 'a o a •. CAULK BETWEEN �p ated_ a a -a 11J4"MIN. 3/A" MIN. ° EXTERIOR MULLION CLIP CONCRETE/ MASONRY & IX .� ° EMBEDMENT EDGE DIST. v • TYP• WOOD BUCK BY OTHERS ----- — -- 'U'CUP b TYP. 1 X WOOD BUCK CONCRETE OR u EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS CAULK BETWEEN MULLION CLIP CONCRETE/ MASONRY & ZX - VERTICAL j TYP. WOOD BUCK BY OTHERS w MULLION, TIP. I j j 2XWOOD BUCK ° L EXTERIOR ( INTERIOR BY OTHERS a . JMULLION j INTERIOR TYP. p HORIZONTAL SECTION j MULLION TYP. 4 T-MULLION INTERSECT DETAIL . HORIZONTAL SECTION SIDEVIEW g VERTICAL SECTION _ 4 SIDE VIEW -HORIZONTAL UCK HEAD- CONCRETEJMASONRY SIDE VIEW -VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS ( j tt 6-10) l' HORIZONTAL MULLION, TYP. EXTERIOR i i INTERIOR MULLION EXTERIOR INTERIOR NOTE TYP. •-••••-•-- ® ® MULLION CUP DETAILS SHOWN ARET'YPICAL FOR ALL MULLION & CLIP ASSEMBLIES. SEE VERTICAL j SHEETS 6-10 FOR ALLOWABLE MULLION MULLION, TYP'. ( CONFIGURATIONS, SIZES, AND DESIGN j ( MULLION CLIP PRESSURES. TYP. HORIZONTAL SECTION -4 .° a. 4 X-MULUON INTERSECT DETAIL e SIDE VIEW 1 1/4" MIN. . - EMBEDMENT PRECASTSILL •° • • i •• • ' •.r { ��cs F I l"'i�i REVISIONS V<; $. ry E.srEw, :rv,•cxs BY OTHER • �f L't aSQ� e' g usren� wcrus.m�r •• • • i INSTALLATION ANCHOR • • • • • • w` �Q- a7`' F� �� C �.., �. e.+'. fs„i • • • • • • • unnDars`in2�. (SEE NOTES SHE" 000 HVHZ CUPPED ALUMINUM TUBE MULLIONS • • • • • • � ' O�^ �..�....... �� �,�Y� '""'°'a'°° 6-10) 21/2" MIN' VERTICAL AND HORIZONTAL CONFIGURATIONS EDGE DISTANCE _ T T L INSTALLATIDN DETAILS A VERT CA ECTI N�O�'-. .��`"�- os 13 �"`TiH• SIU#CONCREIE/MASONRY • • • i�F j7f s crxw• !IDEIVIEW*ERTIJAL• �.t�D003 N.T.S.wmrnn ec • tbuw• • • • • • • • • • D 4 R@V: �[ ¢et. a w.roe¢arw w. »ne � °V'� °gyp" "�' 4 OF 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALL MU! •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1" x31/8" MULLION AND H-CUP, OTHER MULLIONS AND CUPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS ��• ., REVLSIONS 7 rz- .. 710,c • 9( P,: � tutu :1 - p RIPIt04. ZONTAL MULLION SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6 -10 i EAtiTEFN MCM EC UfW s s nS EiBTEtL+uEIt1 .y .......• .... � n FT Ni!RS, fi339'2 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS MUWION AND CLIP ASSEMBLY DETAILS N1G�awYR lM: PPEPMfD Bv; 02/OS 13 TJH euiowcownz x nG� Alta' IEEE CERT6GTEOi PA-0003 I N.T.S. � �� nu�InRunox llo.mn T: .wv 5OF11 IGN PRESSURE UMfTS FORMUWON: 1"x:3-38"UGHT)-ONE-WAY MULUONS SPAN'L' TRIBUTARY W OTH'Ar(IN.) 0N. 38 24 30 36 I. 42. 48 53-1251 54 60 2a 2M.0 0 200.0 200.0 200.0 200.0 200.0 200A 200.0 36 200.0 200. 200.0 200:0 200.0. 200.0 200.0 200.0 20D.0 48 200.0 200.0 0 200A 200.0 2W.0 200.0 200.0 200.0 60 200.0 200.0 181 15&0 143.3 134.3 129.8 1L.3 127.6 72 161.6 123.7 101.5 77.7 7L1 67.2 66.7 63.3 84 lOLO 76.9 627 53. 47.1 47.6 393 35.3 36.9. 96 67.4 SLl 41.5 35.2 211, 15.6 25.2 23.5 108 7 7.2 35.7 2&9 24.4 21.3 19.0 .1, j 17.2 15.9 DESIGN PRESSURE UMITS FOR MULUON;1"x 3.1/8"(UG -TW • YMUWONS SPANV TRIBUTARYMOTH'W' IN. (IN.) 18 24 30 36 42 48 53.125 5 I 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 -0 36 200.0 200.0 200.0 1 200.0 19L4 167.5 151.3 i48.9 13Z911 48 200.0 200.0 2W.0 167.5 143.6 125.6 113.5 S1L7 100.5 60 2W.0 Z00.0 16MS 134.0 114.9 100.5 90.8 89,3 1 80.4 72 157.6 118.2 94.5 713.8 67.5 59.1 53,4 525 473 I S4 99.2 74.4 59.5 49.6 42.5 37.2 33.6 331 25.8 I 96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 1 199 1D8 1 46.7 1 35.0 ! 290 23.3 20.0 17.5 1S.8 15.6 14.0 QUALIFIED ANCHOR CLIPS 0.125" 1 3.125" 1 0.37S" 1" X 3-1/8" (LIGHT) MULLION 0 0 0 0 0 0 0 0 2 1/4" U-CLIP 2" X 2 1/4" L-CLIP -TS ALUMINUM 6005 AL UMINUM 6063-T6 *'MUST BE USED IN PAIRS U-CUP FOR USE ONLY IN MULLION-TO�MULLION CONNECTIONS • • • • • • • • • • • • • • • • • • o 0 0 TE: SEE SHEET 3 FO ECIFIC CUP ESANDDIME S. 10 15/32" X 2 1/4" H-CUP • • • • • • • • • • • • • • • • • • • • AL MINUM 6063-T6 • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ALUMINUM 6005-TS TRIBUTARYWIDTH= W1+V42 2 J ONE-WAY WeLLION DIAGRAMS 1- SE£ I R INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. R INTERP ON BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. EETHIS SHEET FO CIFICMULLIONDIMENSIONS. el SEE SHEET3 FOR SPECI UP DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOG: #14 WOOD S • CMU: 2/4" ITW TAPCONS • CONCRETE: 1/4" FTW TAPCONS • META[: IA4' SELF -DRILLING'. SCREWS DE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBE OF 1-1/2" & EDGE DISTANCE OF 1'. WOOD SHALL BE MIN. S.G.=O.55. • HOLLOW CMANCHORS SHALL HAVE A MIN. EM ENT OF 1-1/4' & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BET E MEDIUM WU EIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT 0 4" & EDGE DISTANCE OF 2-1/2". CONCRETE. SHALL 3E MIN. 40M PSI. • METAL ANCHORS SHALL.HAVE A MIN. (3) THREADS PENETRATIO OND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA- (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" TH LUMINUM 6063-TS. F. /y� `'�i� �* 7 O •..........• G2` ��i S 6JV5`� Ice F:�n o�eE J rc sne FBPE CCRL TUN Iq. '1f51e REVLSIONS 02 0? cxnrn x"v R'( GTF Oi9Cm-" Nk :•res-r:PAAX 6 OF 1 FASI[FW wa,,•rFcrwtss,Fe:, ove+oua Fn5TE9N �EfkS,'MkY HVHZ CLIPPED ALUMIN - BE MULLIONS VERTICAL AND HORIZONTALIGURATIO6 MEm DESIGN PRESSURE L IMTS FOR MUW ON: 1" x 3-1/8" (HEAVY) - ONE-WAY MUWONS SPAN TR13UMARY WIDTH tiV' IIN.) (IN.) 24 30 36 1 42 48 153.125 54 60 24 2=N h,2.00.0 200.0 200.0 2M.0 200.0 1 2M.0 200.0 200.0 36 20D.0 200.0 =.0 2010 200.0 200.0 200.0 200.0 48 20C.0 200. 200.D 200.0. 200.0 200.0 200.0 200.0 2000 60 200.0 200.0 19L4. 176.7 1675 162.2 161.6 159.4 72 200.0 154.5 12& 09A 97.1 88.9 84.0 83.3 79.7 84 126.2 96.1 78.4 58.9 53.2 49.6 49.1 4&1 % 64Z 63.9 51.8 44.0 38.5 345 31.9 3L5 29.3 308 58.9 44.6 36.1 30.5 23.7 2L8 2L5 E wq DESIGN PRESSURE UMRS FOR MUWON:1"x3-1/8' HEAVY)- -WAYNIULUONS SPAN L' TRIBUTARY W' DTH YM (IN.) (IN.) IS 24 30 1 36 1 42 1 48 1 53.125 NfiA 60 24 200.0 200.0 2D0.0 1 200.0 20.0 200.0 200.0 200. 200:0 36. 200.0 200.0 200.0 200.0 19L4 167.5 2513 148.9 i. 48 200.0 200.0 200.0 157.5 143.6 125.6 113.5 111.7 100. ED. 2D0.0 200.0 1S08 134.0 114.9 100.5 90.8 89.3 80.4. 72 19&8 147.6 ll&l 98.4 84.4 73.8 66.7 65.6 59.2 84. 124.0 93.0 74.4 62.0 53.1 46.5 420 41.3 37.2 l % 53.0 62.3 49.8 4L5 35.6 311 2&1 27.7 24.9 108 1 58.3 43.7 35.0 29.2 25.0 2L9 19.8 19.4 17.5 QUALIFIED ANCHOR CLIPS no 13/4" U-CLIP a ALUMINUM 6005-T5 0 0.125" 1 3.125" 1 0.625" 1" X 3-1/8" (HEAVY) MULLION 0 0 01 U-CUP FOR USE ONLY IN ULUON I S" X 13/4" L-CLIP CO NECTIONS 000 ALUMINUM 6063-T6 "MUST BE USED IN PAIRS •• ••• • • • • • •• • • • • • • • • • • • • • • • • •O I O O ItSEE SHEET PECIFIC CLIP IESANDDIM NS. o o o - ••: •:' 10.15132" X 13/4" H-CLIP 000�• • • • ••• • • • LU INUM 6063-T6 • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALUMINUM 6005-TS TRIBUTARY 71 MULLION- J..� I :: ib� ONE-W&4 LLION DIAGRAMS I� ®. Ift ! Tillfk ! i �I SHE OR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR 1NTE TION BETWEEN LISTED WIDTHSAND SPANS 15 ALLOWED, 3. SEE THIS SHEET F ECIFIC MULLION DIMENSIONS, 4. SEE SHEET 3 FOR SPE CLIP DIMENSIONS. S. ANCHOR REQUIREMENT • WOOD: #14 WOOD S S • CMU: 1/4" TTW TAPCONS • CONCRETE: 1/4" TTW TAPCON •METAL•1/4"SELF-DRILLINGSCRE DE5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMB ENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMUANCHORSSHALLHAVEAMIN.E MENTOFI-1/4"& EDGE DISTANCE OF2-1/2".HOLLOW CMUSHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT 3/4" & EDGE DISTANCE OF 2.1/2". CONCRETE SHALL BE -PSI. MIN.400 • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATIO YOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/W ALUMINUM 6063-TS. REVISIONS+ �y/�/ cnseaNtnx�u srsm�. HVHZCLIPPEDALUMINU BE MULLIONS VERTICALAND HORIZONTAL IGURATION S ��:• 4 �w� 1"x318"HEAVY MULL 0.1TEIpF1WNN 0205/13 TJH i'WNE69T: euKaws, me •• �i�� S+S"• �•�g,Cj���� »a usT c STL sx aurwa Na 4c+Nx: ryr�PA-0003 N.T.S. �s. Focccr.. o. nunw•mnoN sTs are. � nmcNSTxxa DESIGN PRESSURE UMITS FOR MUWON: 2" x 4"- ON E-WAY MUW ONS SPAN 'L' TRIBUTARY\•.•DTH'W IN. (IN.) 18 24 1 30 1 36 1 42 48 153.1251 54 60 24 200.0 200.0 200.0 1 200.0 I 2W.0 200.0 20D.0 1 200.0 200.0 36 2000 200.0 200.0 200.0 2W.0 200.0 200.0 200.0 200.0 48 200.0 200.0 I 200.0 200.0 200.0 200.0 20D.0 200.0 200.0 60 2(0.0 200.0 200.0 200.0 2M.0 200.0 20D.0 90 200.0 72 200.0 2D0.0 200.0 581.5 16L6 147.9 139,7 138.6 132.6 84 200.0 359.9 130.4 111.2 9&0 8&5 82.5 8L7 76.7 96 1dQ1 106.3 8G3 i3.2 64,2 57.4 S3.1 52.5 48.9 IDS 9&2 74.2 60.1 50.8 443 39.5 36.3 35.9 33.1 DESIGN PRESSURE UMdTS FOR MULLION: 1" x 4" - TW4IVAY MUW CNS SPAN'L' TRIBUTARY WIDTH'W' 11N.) (IN.) 1B 24 1 3D 36 42 48 ) S3.1.251 54 60 24 200;0 200.0 200.0 20 0 200.0 200.0 1200.0 1 200.0 200.0 36 2000 200.0 200.0 200.0 200.0 2W.0 200.0 200.0 19&5 48 200.0 200.0 200.0 2IX30 200.0 Ml 168.1 165.4 14&8 60 2W.0 200.0 20Q0 198.5 1701 14&8 1134.5 132.3 119.1 72 200.0 20A0 196,6 163.8 140A 122.9 11110 109.2 98.3 94 I 200.0 154.7 123.8 103.2 88.4 77.4 69.9 6&8 6L9 96 138:2 103,7 82.9 69.1 S9.2 SLS 46,8 46.1 4L5 108 97.1 72.8 S82 4&5 41.6 36.4 319 32.4 29:1 QUALIFIED ANCHOR CLIPS --I 2.000" 1.211" 4.000" 1 D.2SO" J 1" X 4" MULLION 0 0 0 0 - 0 0 0 0 0 0 0 0 • • •s o 1 0 O u K •.R 1/4" X 3 3/8" H-CLIP ALUtv1�)�!{1M 61 -T • • • • • ALUMINUM 6063-T6 '•MUST QE USQ0' Al s • • • • • • • • • • NOTC SEE 3 FO �IFI� • • • TY ES&NDC:MEN510 • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALUMINUM 6005-75 TRIBUTARY WIDTH = W2+ W2 z ONE-WAY MULLION DIAGRAMS MULLION MULLION E_ Z__li I-••-li---I TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 AND S FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" TTW TAPCONS • CONCRETE:1/4" ITY✓ TAPCONS • METAL: 1/4"SELF-DRILLING SCREWS (GRADES) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENTOF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: O.SS. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TOASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. -METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.04S" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALUMINUM 6063-T5. •A/, REVISIONS mow. aw cwtt oii3i�.�FWn,M�y�src ae DwA BUSL n SIOM BY �Tc 04fCgTTMf.' 1»PE CRT. Of w+"onzxnw u4. ]stn W- ii Si►�f1 t(Sl/ YfI E+srett� sry $TEk$ HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 4u4 MOM 0 - PoKC[IITAUTEOi NJlY.O11G�1101tlM. -'P,)8 DESIGN PRESSURE UMI TS FOR MUWON: 2" x 4" - ONE-WAY MULLIONS SP I I TRIBUTARY WIDTH W (IN.) (INJ 24 30 36 42 48 S3.125 54 60 24 2 200.0 200.0 2010 2M.0 200.0 200.0 200.0 2W.0 36 200.0 .0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 2 . 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 I 200.0 .0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 I 200.0 19TO 188.0 186.8 190.1 84 200.0 200.0 1911 6.4 146.6 In.5 123.5 122.2 114.8 96 200.0 159.0 iI9.1 i 95.9 1 85.9 J-2W 78.5 73.0 108 146.7 111.1 69.9 76.0 2 1 59.1 1 54.4 1 53.J 49,5 \\ DESIGN PRESSUREUMITS FORMULLION: Z"xr -TWNWYMUWONS SPAN TRIBUTARY WIDTH W (1N.) (IN.) 36 1 42 48 53.0%,54 60 24 200.0 200.0 2MO 200.0- 200.0 2MO 200.0 200.0 36 200.0 20D.0 200.0 200.0 200.0 20D.0 200.0 . %vo.o 48 200.0 200.0 2010 200.0 200.0 197.0 17&0 175.1 1 60 200.0 200.0- 200.0 200.0 18L7.1 I 157.6 142.4 140.1 126.1 72 200.0 20110 200.0 175.1 150.1 131-3 118.7 116.7 105.1 84 200.0 200.Q 180.1 151.1 128.7 1116 10L7 100:1. 90.1 96 200.0 15SA =4.1 103.4 88.6 77.6 70.1 6&9 62.0 108 245.2 10&9 87.1 72.6 E2.2 54.5 49.2 48.4 43.5 QUALIFIED ANCHOR CLIP 0 0 0 0 0 0 0 0 • A 3- Ti' • • U .D1FIP5••• •• • • NOTE: SEE SHEET 3 FOR SPECIFIC CUP TYPES AND DIME 51�1_•OV.• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ---, 2.0001, I►- 4 OOC" i 0.250" 2" X 4"MULLION ALUMINUM 6005-TS TRIBUTARY LLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I CTIONS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CUP DETAILS. 2. LINEAR RPOLATIO EEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SE SHEET FOR SPECIF LLION DIMENSIONS. 4. SHE ET 3 FOR SPECIFIC CUP NSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 6. INSTALLATION SUBSTRATES: - WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT /2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.-O.55. • HOLLOW CIVIL) ANCHORS SHALL HAVE A MIN. EMBEDME 1-1/4" & EDGE DISTANCE OF 2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" GE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4WD PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYON AL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.D45" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN.1/8" THICK ALU M 6063-TS. S.F. , N REVISION$ Ir - 11 ........... sys EAs4-o:i%! te'tii �+ ��zx am DAMA BfAOt Sl'IW A MTE OL44flIfRN�N lTPC CCRi. CF AiffI9R�ZAlxMI N0. S85)4 T //}� EAStFRY ARM'pCT gAlw. STEug ��• s ��� AIXJ151d10F cwyiexv LYTAl4YPW Y �id� �rn.y. S6LSDO�ISTGA3?, wuae+ - iT MTi0.(1 3M13 lhli•Df�1l0 UBE MULLIONS HVH2CLIPPEDAII WIN�ALFIMGURATIONS VERTICAL AND HORIZON 2" z4" M �,iE 02/CS/13 JAnx 8Y8v: T1H- au.1r< N.T.S. i' i tiv: �.. AUh"IOR.:ATIC+."orss7s rewr+a PA-DW3 9 OF 11 aev DESIGN PRESSURE LIMITS FOR NIULLION: 2" x 6"- ONE-WAY MULLIONS SPAN TRIBUTARY WIDTH W (IN.) (IV.) 24 30 36 I 42 48 53.125 2010 54 60 24 200.0 00.0 200.0 200.0 200.0 200.0 2010 200.0 36 200.0 200.0 2W.0 I 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 D0.0 200.0 200.0 2000 200.0 2010 2000 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2=0 72 2000 200.0 200.0 00.0 I 200.0 197.0 18&0 186.8 180.1 84 200.0 200.0 20D.0 1 1715 157.6 148.7 147.5 140.1 96 2000 200.0 386.8 711 44.1 13L3 MO 1218 114.6 108 1 200.0 1 140.1 1 17IN& 1 112.6 1 104.9 103.8 97.0 WN DESIGN PRESSURE UMITS FOR MULLION: 2" x 6'-TWO-4 LIONS SPAN V TRIBUTARY VA3TH'W (IN.) (IN. 18 24 30 36 42 48 53.125 60 24 200.0 2=0 200.0 2W0O 200.0 200.0 200.0 200. OD'D 36 200.0 2010 100.0 200.0 200.0 2000 200.0 200.0. 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.E 60 200.0 2000 2M.0 200.0 180.1 157.6 ( 142A 140.1 125.1 72 200.0 2010 200.0 175.1 150,1 13L3 ( n&7 116.7 105.1 84 �. 200.0 2010 180.1 150.1 ( 125.7 112.6 ( 1017 100A 90.1 96 20D.0 197.0 1 157.6 1 13L3 1116 9&5 1 89.0 87.6 78.8 108 200.0 175.1 140.1 1 116.7 ! 100.1 1 87.6 79.1 1 77.8 70.0 QUALIFIED ANCHOR CLIPS 1 0 0 I o 0 0 0 0 0 4ZE•,le4:A 6ti•L-CL P • • NL*16E631W6 • • • • • " 5T DE L16ED1?N P►.IRJF • • •• •• •• • • • •• NOTE: SEE SHEET 3 FOR SPECIFIC CLIP • TWREAND DI MENSIICII&O • • e • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �-I 2.000" MULLION MULLION 0.250" -- 00000 ONE-W ULLION DIAGRAMS 6.000" MULLION � iJ!ULl10N Fil i } 1 0.250" -+ �- 6"MULLION AL LIM6005-Ts TWO-WAY MULLION DIAGRAMS TRIBUTARYWIDTH= W1}W2 000,2 TABLE NOTES: 1. SEE SHE OR INSTR NS ON USING TABLES. SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LIN ERPOLATION8 LISTED WIDTHS AND SPANS IS ALLOWED. 3. S )5 SHEET FOR PECIFICMI N DIMENSIONS. 4. ESHEET 3FOR SPECIFIC CUP DIM E NS. ANCHOR REQUIREMENTS: • WOOD: T WOOD SCREWS • CMU: 1/4" ITW TAPCONS • CONCRETE: 1/4" ITVV TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMSEDMENTOF 1- EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 4" & EDGE DISTANCE OF 2.1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & ED ISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND LSTRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/B" THICK ALUMINUM 6063-T . F. O/ REVISIONS .�All // i✓� Y/.Y {IY EALIEFM YETALU Lv ! �.e+ w....e -• le 9MAtTie AYF. ri4ryEq rl3H:2 me HVHZCLIPPED ALUMIN BE MULLIONS x VERTICAL AND HORIZONTAL IGURATIO'i1S ���"•,! T; 2"x6"MULUON !uTE [PAtflf:9Y: rYEYA4Dfl": ............ (j�`� 02 DS S3 TJH eUco o ax ownmc�a. $^.All: N. C�4 TEOF its�ap� GNwn> PA-0003 N.T.S. t,j nurnoeu+Twn. asre JOa CAST C{lit kc,H Fare a au°'nurev 1L rw. z�sx er y..Te nrswonw asv 10 OF 11 EXAMPLES OF TWO-WAY MULLION ASSEMBLIES MULL SPAN'L' I..� MULL l SPAN'L' ( I � I I f 'Wr i i 'W2' L HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS w1 'W2' L L ll'�IIC�I 'w1' i 'w2' HORIZONTAL MULLION MULTIPLE UNIT ASSEMBLY MULL SPAN 'L! VERTICAL MULLION HINGED DOOR W/SIDEUTE •• ••• • • • • • •• TES• •• • • • • • • • • 1.•DRAWt�GS�RE101ACRAMM•TIVINNATIREANDCONFIGURATIONSNOT • • SPW*WALLYEAOW AY LATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERM;NED, USE TWO-WAY ASSEMBLY j CONFIGURATION VALUES, 3. FENESTRA ION PRODUCTS SHALL BE ANCHORED AS APPROVED. • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • EXAMPLES OF ONE-WAY MULLION ASSEMBLIES {� MULL f-- 'Wl' SPAN'L' VERTICAL MULLION MULL rF�—�f SPAN'L'W.. W2' L HORIZONTAL MULLION 7 ........... r. 3" FASF ale MULL SPAN'L' HORIZONTAL MULLION HORIZONTAL MULLION 1 'Wi' VJ2' 1 REVISIONS ''• � �`� ���(�Y !� :ISiEW1 LET113tPFl.Y . ras; o0ranc:vF. ,m HVHZ CUPPED ALUMINUM TUBE MULUONS VERTICAL AND HORIZONTAL CONFIGURATIONS MULUON ASSEMBLY AND LOAD EXAMPLES carE muuw, Dv: !°atnEai�Dv: PaaxW02/05f3 PA_000S:Jai.E DUNlDCERTSI AEOF3 N.T.S.t +..mxxe.7xu nc.zars aEscamroa "e' 11 OF 11 aeY: