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WS-18-3634Permit NO.: WS-12-18-3634 Miami Shores Village -, . - Permit Type: Windows/Shutters 10050 NE 2 Ave fWork Classification: Window/Door Replacement Miami Shores FL 33138 1p(�D) ,J ) w, 305-795-2204 Permit Status: Approved Issue Date: 12/17/2018 Expiration: 06/17/2019 Location Address • Parcel Number 170 NW 105TH ST, Miami Shores, FL 33150 1121360131340 Contacts SERGE & DAMARIS UZAN Owner FLORIDA HOME IMPROVEMENT Contractor 170 NW 105 ST, MIAMI SHORES, FL 33150 WAYNE THOMAS BURNETT 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 Description: REPLACE 13 WINDOWS WITH IMPACT SIZE FOR Valuation: $ 21,051.00 Inspection Requests: SIZE 305-762-494§ Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $13.20 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $4.40 Scanning Fee $12.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $271.10 Payments Date Paid Amt Paid Total Fees $271.10 Credit Card 12/17/2018 $221.10 Credit Card 12/07/2018 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform thew k covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, stateme s or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by kher myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WIND,p �, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information i toad that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abo etorTo do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date December 17, 2018 Page 2 of 2 Miami Shores e Villa g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (303) M-4949 BUILDING PERMIT APPLICATION BUILDING C3 ELECTRIC ❑ ROOFING FBC 20 Master Permit No. w S ) 9 - 3!(::�"s Sub Permit No. ❑ REVISION n EXTENSION ❑RENEWAL PLUMBING [:]MECHANICAL ®PUBLIC WORKS ❑ CHANGE OF Q CANCELLATION n SHOP n ' CONTRACTOR DRAWINGS JOB ADDRESS: �� C� , �/ W I 0 S City, Miami Shores County Miami Dade zJ & ) I Folio/ParceltP 1 l - i j 3( - 011- RLA U Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Address: 1 + 0J _.._... City: tn i State: % Zip: 33 K U Tenant/Lessee Name: N/A phone#. N/A Email: NIA CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT 954-7924415 Address: 4070 SW 30 AVE Phone# City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNET. BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Com DESIGNER: Archit NIA ��cY#� Architect/Engineer: Phone#: N/A Address: N/A Clty: N/A _State: N/A Zip: N/A Value of Work for this Permit: $ Square/Linear Footage of Work.. Type of Work: ❑ Addition ❑ Alteration ❑ New 0 lace Re air/R p eP ❑Demolition Description of work: REPLACE �� 'V% I Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUES Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A city N/A State N/A zip N/A Mortgage Lender's Name (if applicable) NIA Mortgage Lender's Address N/A City NIA State NIA zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and toning. "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 budding permit with an estimated value exceeding $2SW, 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 certijled copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER A 4ENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregq1nst lent was acknowledged hpfnro m. rFat is _C /_. _ day of o --2 �« y�i 20 I . by —t who is naliy kn n to me or who has produced as Identification and who did take an oath. NOTARY PUBLIC: Print: Seal: ss��ss*��rs APPROVED BY ABDIEL R. CASTILLO MY COMMISSION # GG 07M EXPIRES: March 6, 202A Z % day of ti�R1 20 by L) o is per ovally kno a me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: Plans Examiner MIGUEL A MERCADO MY COMMISSION # GG095745 EXPIRES April 19, 2021 Zoning Structural Review Ieevlsedo2n4/2014y Clerk Property Searqh Application - Miami -Dade County Page 1 of 1 ,�*7* OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-013-1340 Property Address: 170NW105ST Miami Shores, FL 33150-1244 Owner SERGE UZAN DAMARIS SANCHEZ Mailing Address 170 NW 105 ST MIAMI, FL 33160 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2 / 1 / 1 Floors 1 Living Units 1 Actual Area 3,273 Sq.Ft Living Area 2,651 Sq.Ft Adjusted Area 2,954 Sq.Ft Lot Size 15,250 Sq.Ft Year Built 1948 Assessment Information Year 2018 2017 2016 Land Value $328,143 $328,143 $274,067 Building Value $203,906 $203,906 $203,906 XF Value $17,385 $17,385 $17,385 Market Value $549,434 $549,434 $495,358 Assessed Value 1 $307,180 $300,862 $294,674 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $242,254 $248,572 $200,684 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description MIAMI SHORES SEC 5 PB 10-47 W1/2 LOT 9 & LOTS 10 & 11 BLK 126 LOT SIZE 125.000 X 122 OR 20111-1818 12 2001 1 COC 26496-2139 07 2008 1 Generated On : 11/13/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $257,180 $250,862 $244,674 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $282,180 $275,862 $269,674 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $257,180 $250,862 $244,674 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $257,180 $250,862 $244,674 Sales Information Previous OR Book - Price Qualification Description Sale Page 26496- 07/01/2008 $540,000 Sales which are qualified 2139 20111- 12/01/2001 $199,900 Sales which are qualified 1818 20111- Sales which are disqualified as a result 11/01/2001 $0 1817 of examination of the deed 19428- Sales which are disqualified as a result 12/01/2000 $0 2220 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 11 /13/2018 t.lcetaells. 084487{� FM /� arotwrd ss/.7o2.asts fllraml Dade T TN: 301N04S�469 a14a SW 42nd SL FL LaudaldaN, FL 71kit FLOAIOA Few; 954-792.2170 / Hoeg yysb FHAPRODUCTS CObI V IMFIIOYRMenT Aso"' Tea FO&M WFO®FHAPRODOCTE.COM \ Jobs 6T—Replaowsra Windows Contract \\ Name: AA I I -AA) Home Phone:784--ra 7^9f;y Bus. Phone: Ilb gw tos sr P"Iml sowy Ft— 3 31So Address City State ZIP (� This Contract k made and entered Into this day of "V 20f t by and between Fulda HonWhnprovamert Assockftas, htC �{ a Florida corporation ('Contractor or'FHA % and owner(s) named above of the residence bated at the address listed above ('Owner. UThe Work. Contractor agrees to perform the work descrbed below: I Dk*COM ,,, „W&Vd pan u,e bold, S) Remove e"ng units to be replaced. (NOTE: Removed Nam am Mindy to be damaged.) on tlhthy glees doom Active and Flag Z) Prepare openkk��ss as necessary to receive repHcaniont units. pwwb are lderdged. Oft eawewnls 3) wllmooNT FHA Energy Storm Sava►_ SYnonton Vbeyl FmLdafad and shale Frerdr doom tin hinge it Identilled Right Minya end Lett Mnos. anal" _ Aluminum Insulated. - Akw*dxn Non4rwmobed on oe *Wmndh tinm the ■1O1e 41 Omr._FHA E=W Sionn Saver ^ Akankwan kmuls" _ Akl A%n NwAnsui led scOn dew Is Mendhad Nrapocit ( 1 N=4mpM. ( ) color: whar. Taro arora: Grey: Mill Finish: Gatdtleflftoa iloairlhma i3R FAMMIfindow alliff Tag ) No( ) Stoodard`_ QtV Qlf JAFI 4eV RtY__ 1:1 REI to 5 W /4 Ammn Double hatch own Geon"blic f M AF FA IMF AAF FAA cal( ) In() ow ) W ) EQty Qtlr Qty Aw cft Qtlr QtY_ Qt11 Qtv-- Glass: 04sS /4 pcSrYCL170/tJ S'04,'rt_ Of /WJO-44Lr-M L/LOVgL WIT ft HER e4 Wafranly: aganufactrrefawarrantysemuponoaapetabn. 51 Work NOT to bo repklcsd QbaVs OdYn �,/A+C fie+ INrT1AL HlltE-) 6) if applicable, remaing shutter panels, and/or security bens. wmAL HERB 7) special Instructions:: gzm sys+ u.t Loy /�/!/, m 1 t C `ems ��A �` s) Cleanup Job debris and provide necessary permits and insurance. 9) H appkabla, In the event that Contractor Is unable for whatever reason to obtain proper permits prior to commenoameet of any work, Contractor shall refund any previous payment and this transaction shall be automatically anulied. (No finish work r than normal InsUTW Is to be dory Z noted bebw.) IF O FfA� l/I LI" lilac !L. O ;fishag commence Contractor scommence the work within r days after execution of the Contract (the TAmI nerwement oatej and shall endeavor to complete all work hereunder within ±0days after the commencement Date, contract Pricee """''' $ ! r / The TOTAL PRICE for all Labor and Materials (Indu ft any applicable discount) is s 1 s 14 / Saks T $ Down Payment S iff sPPr ) Balance Payable S Tobi Contract Price $� I ryS l Contractor will provide to Owner a fbnl Waterer and Iteloase of Lion and Contractors Fiml AfOdavk to Owner, wbstarseWty sbrdlar to the forms brebrdPd in chanter 713 Florida S~ 12WS1. Orde ore: ^1uFO -r elects to apply)br j%na drl f of the above-JMtue► #W sum amours, Ilya Is dreK see fliaonft agement and related documents Netke ao eke omw . kfMarrcby is baby obtained by Owner a}tea not sip this haws a Ili araaat oaavaet (Incbniby fhmndry doq ousels) In bbmk bl Taw an antnbd fe ■ oyy of tlr tavntract u tin ama you 64% bey New Protect your bagel sights. e).TballnoAWldocumaroxat- I asthishamsbnpravernewcostractareycontainamertgyeorollwivibaacute■RannTourpropertythattaNMforedaed on If you do rat ay. So sun yowundamteerd as provision of the contract wW floonclal documents before you sign. ml a: This contract corrtshts the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a beach of airy provision of this contract shaft not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above vwritten. You On buyer may come) this transeCNort M arty thou prior to raldnlght on the third bustnen day ~the dM of We translootfon. Sus the attached nonce of mmeNtion form for an eotpgmflon of this right Ownor.. �{f'Lr I,N Contractor. FHA By: IDosr fOWLAA— sdtedN'rVVG (signaturaof owner) I (Name & This) %ILL►i P_WP. (Signature of owner) Date Home Owners Association Name; phorleA. YES ( ) NO ( Building Name; 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 Skyh s or Fixed Glass Wadding) 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 dip 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 (NQA). Acknowl a ent: Qualifier/ gnature Date Print Name Lu , F- Q c J o LL r Q ^ I> 2 z 11y/i F-_ Z G f!. p l I 7_ G—Ci c I r z - N P` 0 LL KEY PLAN N.T.S. Q ° 51" MAX. p C °NEW WINDOW, a BY OTHERS ° a a ° 4 NEW 1 x2jxj" 6063-T6 L ALUM. TUBE ATTACHED— W/ CLIPS TOP AND BTW. ° a 3 PARTIAL ELEVATION S1 SCALE: 1/2" = 1'-0" 3 S1 II12 EXISTING STEEL POST C 2 S1 c ° a EXISTING CONCRETE STRUCTURE 07 2918 1 x2 4" 6063-T6 ALUMINUM TUBE CLIENT INFORMATION PROJECT INFORMATION SPECIALTY ENGINEERING FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC R2017, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 503.1 OF THE EXISTING BUILDING CODE. FIELD MODIFIED ALUM. TUBE CLIP ATTACHED TOP AND BOTTOM TO: CONSULTANTS, Inc UZAN RESIDENCE (783469) 1599 SW 30th AVE. SUITE !20 FL 33426 170 NW 105 ST, BOYNT6N BEACH, MIAMI SHORES, FL 33150DADE U-Al - BROWARp - PA11A BEACH NEW ALUMINUM TUBE DETAIL FORFL. CA.009217• NEW WINDOWS #2 & #3 ••752 - 51!b OqE i61 - 42• • • �•752 F!a( • see •••••• ••• • 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 -" MIN. EMBEDMENT, 2 Y2" .MIN. GDGE DIS:.j • • • • 2. ALUMINUM SHALL BE 6063-T6 MIN. • • • • • • • 3. ALL FASTENERS SHALL BE GALVANIZED MIN, LINO. • •• • 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. STEEL COLUMN TO BE WRAPPED IN 15LB FELT PAPER (OR OTHER APPROVED ISOLATION METHODS) TO SEPARATE DISSIMILAR METALS WITH ROOFER'S MASTIC AT ALL SEAMS. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. ```%%w,,,,,,,,,,,,�� `� PDAM 012 STATE 0 50.. AL * CONCRETE STRUCTURE W/ NEW WINDOW JAM "I'll (3) 1"0 X 23/4" TAPCONS ATTACHMENT S IFIED BY (1 J" MIN EMBEDMENT, 2 Y2" EDGE DISTANCE,) * WOOD STRUCTURE W/ (3) #14 x 3" S.S. WOOD SCREWS (1" EDGE DISTANCE) FASTEN CLIP TO TUBE W/ (3) #8 x 1" FH TEK SCREWS. z lX2.75X1 8" CONNECTION DETAIL S1 SCALE: 6" = 1'-O" -1 2- PRODUCT ROV 1 x2j4" 6063-T6 ALUMINUM TUBE ATTACHED W/ CLIPS TOP AND BTW. EXISTING STEEL COLUMN 1 x2j4" 6063-T6 ALUMINUM TUBE ATTACHED W/ CLIPS TOP AND BTW. 1 CONNER TUBE DETAIL S1 SCALE: 3" = 1'-O" Y" ALUMINUM BREAK METAL ATTACHED TO TUBE W/ #6x�" SS TEKS ® 6" O/C NEW WINDOW JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL S1 OF 1 P := q h - (GCp - GCp i) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a Risk Category 11 Table 1.5-1, page 2 Exposunc C Section 26.7 Kd 0.85 Table 26.6-1, page 250 Kit 1 Figure 26.8-I, page 252 GCpi 018 -11.18 0.55 peck oF—f 3/12 14.0 dcgr theta 14.0 degrm 0 Mean Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 4 Boynton Beach, FL 334326 t. FL CA#009217Ir . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... Wind Velocites in South Florida Brward !•1m Bach Ri. Ca I • • lEc • 166 156 t.ow risk to humans farms, sheds Risk CaU¢ • • • •175 • P/0 I70 Single Famil Rcsidatccs Risk lit. 3&4 • • 186 0 80 E staaial Facllida 77012 Y-I ' � •• STATE AL3 EN,.��'• NOV 1 3 lUiB FLQR DA 36 x 491 /2 (+/-67.5) FL 6890.1 a BED- ? 35 7/8 x 49 3/8 70) FL16177.1 RED k S� `Z ,7 110 1 /4 x 37 1 /8 . . ... . .. .. . . . . . . . . . .. . . . ... .. . . . . . . ... . . . . .. . 3� .. • • . • ••• • • .. • • .•• .• B 2 H 181/8x371/4 s i•. i i `"' (+/- 70) FL16177.1 GARAGE U-19 L ITY BED Z 1 34 3/4 x 37 LIVING (+/-60)FL16736.1 SEE CLOSE[ ENGINEERING KIT DETAILS 35 3!4 x 25 (+/- 70) FL16177.1 ENTR^�` Ct as s� BATHFS 110 1 /4 x 61 3/4 +/- 60 FL16736.2 51 x 37 L -� F( 35 3/4 x 25 +/- 70) FL16177.1 M HALL 73 1 /8 x 49 112 60) FL16736.1 U p5 73 1 /8 x 37 1 /4 (+/- 60) FL16736.1 73 1/8 x 371/4 BEG 1 (+! 60) FL16736.1 Nf T� N 73 x 49 1 /2 60) FL16736.1 1/4/2018 Florida Building Code Online 1-3 n1=, BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Unks I Search FI dda 10'^ Product Approval USER: Public User 61Roborr�yitm Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail .9 FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I_ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop • • • : • • . . • Address/Phone/Email 1900 SW 44th Ave • • • • • • •. : • 000 • • • • ; Ocala, FL 34474 • • • • • • • (352) 368-6922 Ext 291 i • • • • i 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 Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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 J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard AAMA/W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 1/2 1 /4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # 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.pdf 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 EvalReport871C.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.pdf • • Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 5S201 : • * 0 0 0:0 Impact Resistant: Yes Created by Independent INN Irty: Y%s. • Design Pressure: +60/-60 Evaluation Reports • • • • Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalRdAng9C.Ddf ' 00 I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by IndependenP7t11itl•%rty: Yes • • • Glass complies to ASTM E1300-04. 0000 sees : • • •••• ••s• ••... Back Nett 0 • • • • • • • • • • • • • • • •••••• • • • • • • •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • • ...• •• The State of Florida Is an AA/EEO employer. CoovNaht 2007-2013 State of Florida.:: Privacy Statement :: ��yiol1.incu 5tatemenr<�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 requ•st,tlo 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 emalls provided may be used for official communication with the licensee. However email addresses are pubic 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: ®W�® E Credit Card Safe https:ltwww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYU[XlzzFJrTCXA%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX I I I"x63" unit size with design pressures of+/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6t' Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and 4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA :...:. 101/I.S.2/A440 `08 : . 4) Supplemental Calculations to support CWS-869C, signed and sealed by L11jj % AC TurrFr,. P E. ...... . Installation: Units must be installed according to approval document CWS-869C..... .... Limitations of Use: This product: ' • • • • • • • • • • May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of +/-60 psf • • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • • • • • • In the operable sash, requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A'.'16- 1117.02t, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.11 t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1 Ot t I have evaluated the interlayer and framing materials in these Dupont and Quanex 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. Lucas Turner 2017-09-16 09:27+20:00 10,*1 130REW Na 5$201 Z STATE OF r'r;-- f0NA1-E�;+�� Ar_ 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 64 1/4' MAX OVERALL FLANGE B WFIrwT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • • GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • • • • • • TCOMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • •• • • • • • • Eg-ION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • • • • • • • • ISRATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • • • • • • qN ASTM E 1996 PER THE FBC. • • • • • • • • • • • • • • • • 000 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". .. ... . 112 1/4' MAX OVERALL FLANGE WIDTH • • • .. . . . • • • • • 4.•DESIGN PRESSURE RATING: • • • • • • • • • • • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND 111" MAX. UNIT WIDTH : • • 0 GLASS TABLES ASTM E-1300-04e01/09. • • • • • • • • • • • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 491 24 5/8' ASTM E-1300-04e01/09. GLASS DLO GLASS DLO 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED A IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. B MAX UNIT I X I 5813/16' GLASS O X 561/4' HEIGHT I I DLO I I D D GLASS DLO B - 59 9/16" I B MAX I C SASH I B HEIGHT I L I => I I I I I D 8 C A C A 27 15(16' 8 MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 GLAZNG DETAILS ..................................... SECTION VIEWS & GLAZING DETAILSILS.... 3 EXTRUSIONS & B.O.M...............................4 ANCHOR SCHEDULE & NOTES................5 INSTALLATION DETAILS ...........................6 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, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4' FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:54-04:00 WINDOW SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z 3 az3 aw0 OW0W o �vOi� OwZm U- la-w3rz�3�x z zmm< O OHO �_�w U U U) I- Z a F- to a Z p �--SUN Q F�U.20 U-Z > Q30wF-mO_ Q OQ}�c~/)U Z6 w ay WNQWcoI— a w x~w W3w� a, a X a I - 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 TEF 1 10/11/13 CWS-869 C ALE: SHEET 1:20 1 OF 6 UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:54-04:00 WINDOW SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z 3 az3 aw0 OW0W o �vOi� OwZm U- la-w3rz�3�x z zmm< O OHO �_�w U U U) I- Z a F- to a Z p �--SUN Q F�U.20 U-Z > Q30wF-mO_ Q OQ}�c~/)U Z6 w ay WNQWcoI— a w x~w W3w� a, a X a I - 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 TEF 1 10/11/13 CWS-869 C ALE: SHEET 1:20 1 OF 6 QUANEX DI IG SPACER —1 . . . . . . . . . . ••. •• • • • • • •• • • 7/8" OVERALL • • • • • • • • • • • • 3116" ANNEALED OR TEMPERED • • • • • • • • 00 • 7/8" OVERALL 1/4' AIR SPACE • • a 0 • • • s o a o a• 1/8" ANNEALED OR TEMPERED 7/16" LAMI 3/8' AIR SPACE 3/16" ANNEALED 5/16" LAMI .090 SENTRY GLASS IONOPLAST INTERLAYER 1/8' ANNEALED 3/16' ANNEALED .090 DUPONT PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE "H' SIKAFLEX 552 j� 1/2" GLASS BITE QUANEX RASEAL G PACER IX I �2g� /j' PU AFLEX GLAZE'H" SIKAFLEX 552 GLASS TYPE A FIXED GLASS 4 � �, u O GLASS TYPE B SASH GLASS 1/2" GLASS BITE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Z �: ¢Z3: F 0w0 awpOn w Z O Z :� 2 'w-- o Qm3zZo�3m Z zmm wwoO O OFO Q=Ifw U UCOHZaHyD- Z Q � Zj0- H- w m 0 O w Z } Q30w—=O— R of U) z co w On 13wcow ow OJwNF Haw=o w0 a� 3a� D- X 01►uwa"' -.0 PgORE W z- t No 5B201 C sb: � + .7 � STATE OF -;� � i4OTF' �C O R0 �•'��s•�� '�i.:�7O N A 1. �rs•`• 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 IEET DESCRPTION: GLAZING DETAILS LAWN BY: DATE: TEF 10/11/13 VG # REV.: CWS-869 C ALE SHEET 1:1 2 OF 6 INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . : . ......... . • . . . • . ... . SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. REQUIRED ON FIN UNITS. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. NOTES: EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 WINDOW 1900 SW 44TH AVE. M OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT z R. az3: H Owp Osd z w J O zOz t Z z zx� Irw 0 0�o a=�pp � cZ� Za�ma Q Z_N Z~=� O Z U W Z O O V > ¢3�w�x0? w 1- U z (q a�nwa p -jm� p wPp aai�� w a , a E3w z,-7- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS TEF 10/11/13 VG #: REV.: CWS-869 C :ALE: SHEET 1:2 3OF6 PARTS LIST ITEM PART# DESCRIPTION 1 H-6049 Main Frame, SH/HS, Flange, PVC 2 H-1681 Fixed Rail, Heavy Duty, Aluminum 3 S-6077 Corer, HD Fixed Rail, PVC 5 P-4638 #8 x 2 1/2' Ph Mod Truss Type A' 6 P-3342 Seam Sealer, SM-6504 7 S-1776 lRoller Track 8 S-6013 Screen Adapter, Jamb, PVC 9 S-6014 Screen Adapter, Head & Sill, PVC 10 P-4479 Weep Corer w/ Flap 11 S-6064 Glazing Bead 12 H-6050 Sash Meeting Rail, PVC 15 H-1497 lReinf. Sash Meet. Rail 16 H-1498 Reinforcement, Sash, Side Rail 17 H-1699 Reinforcement, Sash Pull Rail 18 P-3429 W stp., 0.270 x .187 back FinSeal, 19 P-3783 Lock, Impact, PVC 20 P-4051 #8 x 1 1/4' Ph Flat Tek, Wht. 21 P-4069 Keeper, Impact, PVC 22 P-3539 1#8 x 314" Square PH Tek, Wht. 23 P-4958 Rotary Lock 24 P-4633 8-32 x 1/2" Barrel Fastener 25 P-4952 Keeper, Rotary Lock 26 P-4779 Roller, Tandem 27 P-3541 #8 x 1/2" Quad PH TEK 2 Zinc 28 GLASS SEE SHEET 29• jPurfect Glaze'H' or Sikaflex 552 30 P-3028 Set. Blk., 85 Dur., 1/8" x 7/8' x 2" 31 P-3218 Screen Frame 32 P-4754 Screen Comer Key 33 P-4755 Screen Comer Key w/Safety Tab 34 P-3029 Screen Pull tab 36 P-3228 IScreen Spine 37 P-4772 Screen Cloth, Fiberglass 40 P-3113 Screw Support, PVC 41 P-3752 Cap Plug, 1/2' Hole 42 S-1577 Impact Hook, Frame, Jamb 43 S-1112 Reinforcement, Head, Jamb 44 S-2000 Impact Channel, Sash 45 P-3748 #6 X 5/8 Ph FH TEK, Zinc, Painted 46 S-1999 Impact Hook, Frame, Head 47 H-6048 Main Frame, SH/HS, Fin, PVC 48 S-6055 Roller Track, PVC, (Anti4ift) 49 P-5250 Lock, Impact, PVC, w/Flipper 50 P-4730 #8 x 1/2" Ph Mod Truss TEK VENDOR MATERIAL Mikron PVC Keymark Alum Mikron PVC Ajax Steel 2 1 Mikron PVC Mikron PVC M&M Nylon Mikron PVC Mikron PVC Mikron PVC Mikron PVC Keymark Alum Keymark Alum Keymark Alum Uftrafab Interlock Interlock Interlock M&M Nylon Fastenal I Steel Henkel/Sika Silicone Frank Lowe Rubber Allmetal RoliFonn Allmetal Nylon Allmetal Nylon Summit Fla. Spring SS Team Plastics Rubber M&M Nylon Keymark Alum Keymark Alum Keymark Alum Ajax Steel Kevmark Alum Mikron Interlock Fastenal . . ... . . • .. . ... .. .. . . .. . . . . . . . . . . . ••• - 99jr V18" l J 3 1/8' •• �• S • 2 3 9/16 • • 1 7/8" *16 ZF 1/1f PVC FRAME FLANGE-604% • • • • • • • • • • HD MTG RAIL-1681 • • • • • FWC WME W66048 • CORNER CONSTRUCTION I$ CORNER WELD (ALL SIDES) 1:8 11916 • • • • 3/16 5 23/16' � �� 23/16' 14 TI 3 13 IT 5/871116T 15I/8• q 1Ti 15/16" I q,/,6• 1,16• L 1,16• 2 PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 FIXED MEETING RAIL 3/16" SCREWED TOGETHER WITH OLITERFRAME O 1:8 5/8"-r-j L 6. _I 3/4" 15/16" 1" 15 1 46 L 1/16" 15/16• ,/tg• 7/8" 11 1/16" SASH MTG. RAIL-1497 L PLAN VIEW-1999 SASH REINF.-1699 HEAD IMPACT HOOK - 1999 0 3/16• 3/16"� 3/4" 7/16- p � 18 7 -� 1/1 � 5/a" � s.B.Rrs.s.R.-,a9a 6' 1/1s• T 44 ROLLER TRACK - 1776 WINDOW SYSTEMS li 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT i 3 aZ3 F OWQ awaaw w Z�Z OLZm LL 1¢-w� O OHO �_�w U U(n�ZaPma ZO � --50— Q QUU1 > Q '20 u-Z w 1 w(}0C3w(0W (nw QJ(Af- a O Z W=may a a �3a. No 58201 %`P! Sq STATE OF ---- 1/4' PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 11 �7/8 0 3/16' �— 9/fi 43 1-- Q PVC GLAZEBEAD - 6064 J— 1/16" 9/22/2017 GLAZE BEAD -1112 LUCAS A. TURNER, P.E. IKI v2• 1 1/a' FL PE # 58201 ��j� ,�� 3/eI- t 5/16• -{ ��,�_�NORTH 1239 JABARA AVE. PORT, �15116 7/8. � i�-1It6``""" �"`L��' _ -1 74288 PH.941-380-1574 6" PVC SCREEN CATCH - 6013 1/16" SHEET DESCRIPTION: PVC ANTI -LIFT - 6005 PLAN VIEW • 1577 ALUM SASH IMPACT HOOK - 1577 BOM AND EXTRUSIONS , ,/a.-{ 5/t6" 3/16"7I 1- 3" j---F-1/2" I 9 DRAWN BY: DATE: ao 1/16" TEF 10/11/13 T SCREW SUPPORT - 3113 PVC SCREEN SUPPORT - 6014 DWG # REV.: Steel LINE ITEMS NOT USE 4, 38-39 D:NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. CWS-869 C :ALE: SHEET 1:2 4 OF 6 6' MAX 6" MAX 17" MAX C (TYP.) c ANCHORLAYOUT- (FLANGE) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • IOTE 2 • • • • • 4i MAX (TYP.)- • • • • • • • • • &4' MOX. (TYP.)- INSTALLATION ANCHOR CniR) • • • • • • 4 ... . . i; a.C.. Ltt� �-�-•8"MAX. O.C.(TYP.) •tl• X O X ANCHOR LAYOUT - (FIN) 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 WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 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 OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMANVDMA300(E)CTERIORDOORS) WINDOW SYSTEMS 1l 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT z 3 aZ3 Z W J a W 0 o Z co Z O w ZW m a �W3-�r3Mx O OHO�j�=oo U UNt;ZaHvia Q U OZO'6ZDV -,i 00U. > a30WHH0_ aa^ Z W O—IYNO W(AW CC z a1CL OJmI- co Illa _ to � _mow w try a � a tr3a 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 TEF 1 10/11/13 CWS-869 C ALE: SHEET 1:25 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDME PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX. SHIM INSTALLATION SEE TABLE 1 114" MAX. SHIM SEALANT BEHIND AU FLANGE BY INSTALLER O PERIMETER SEALANT MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE • ... ... .. .. . . . .. .. . . . . . . . . . . . MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE •1�' MA,j(. iIM • • •: BY OTHERS 1 •:SEEZABJE • • • • • •I�IN. EaGE DIST. SEE TABLE 1 INSTALLATION ANCNP&l SEE TABLE 1 • • • • • • • • • • • • • • • • • • • • •• • •• •• PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE QB TABLE 1: APPROVED INSTALLATION FASTENERS F E ANCHOR TYPE MIN. EMB FLANGE CONCRETE (2.0 KSI MN.) 3/16" ITW TAPCON 1-112" 1-118' F No, OR QROUT-FILLED CMU (117 PCF MN.) 3/16" ITW TAPCON FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4' 2-1/2' FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8' 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8' ALUM. (6063-T5 MIN.) OR 1/8' STEEL (33 KSI MN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/Z" :>ERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS SEE TABLE 1 1/4" MAX. SHIM WINDOW SYSTEMS k-- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER SEE TABLE D1 T111 IMPACT :� i 3 az3 PERIMETER SEALANT BY INSTALLER L7 z w J 0 a Z w INSIDE AND OUT w o ¢ N 3 >. O Ir 3 m INSTALLATION ANCHOR Z Z= Q F 3 2_ SEE TABLET O v OhO(j�=OW O a SEALANT BEHIND FIN BY INSTALLER In z I- ri) a 7 - U Q (0 i C HORIZONTAL SECTION >- I- IOL p O LL Z 3 H 0_ 6 TYPICAL FIN ANCHORAGE < 0 w H HEAD AND SILL SIMILAR FOR FIN INSTALLATION < } j - O O W EE N LU N OO Lu J N F a _~Ir a- w�W� IL I- Of 0. p� 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. ;e 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS I TEF 10/11/13 VG #: REV.: CWS-869 C ALE: SHEET 1:2 6 OF 6 1/4/2018 Florida Building Code Online rNuldl. w. ,DBVp,,yplA2r .ABOUT OBpR? 0OPR OL1U8MN6„MTAjU11V BCIS Home I Log In I User Registration I Hot Topics I submit Surcharge I Stats & Facts FI hda Product Approval USER: Public User �t+�Vr�P BRiiuec+Atc. Product Approval Menu > Product or Application Search > Application List > Application Detail 10130MEA-70 FL * FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived L_ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc • • • • •. • • • Technical Representative ]ay Lathrop •.••.• • •. ..••..e Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 • • • • • • • • • • • (352) 368-6922 Ext 291 0000 •... • • . • • • 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 Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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 L Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard AAMA/W DMA/CSA/ 101/I. S.2/A440-08 ASTM E1886-05 ASTM E1996-09 PA/TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https:ltwww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXAp/o3d*/o3d 1/2 1 /4/2018 Florida Building Code Online 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 Summary of Predurts 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 EvalReport871C.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-8*C. ncf • • • • • • • Approved for use outside HVHZ: Yes • Verified By: Lucas A. Turner 58101 • • • • • Impact Resistant: Yes Created by Independent yyr"pirty: Yds • • a • Design Pressure: +60/-60 • • • • Evaluation Reports • • • Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReoort��9C.pdf :so**: I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent IWIMIParty: Yes• • • • • • • Glass complies to ASTM E1300-04. • • • • 0000 gee**_, •• •• •• •••••• Back Next • • • • • • • • • • • • •••••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487i18l4 0 a • a • • • • • • • • The State of Florida is an AA/EEO employer. Coovriaht 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 pubic 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: Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 2/2 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 44 b Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871 C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, 4A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 2a 2P3 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDN%►/GS,A 101 /I. S.2/A440 `08 • • 4) Supplemental Calculations to support CWS-871 C, signed and sealed by LuW.%' ..Turner, POE. 0000 0000 Installation: Units must be installed according to approval document CWS-871 C. • • • • • • • • • • ...... ... . Limitations of Use: This product: • • • • Maybe used up to the sizes and daylight openings indicated in CWS-871 C ; • • 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. 17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. q.wlltitle P, DR kV 1',%��i Lucas —�; No 562€11 �� Turner 2017-08-30 tcr 16:09+20:00 : STATE OF P. ?� 8/29/2017 r',�l�i,�S' �•O A i .'%7 - Lucas A. Turner, P.E. FL PE #58201 Osseo ..e... so.::* .00.o. . . ... . . . ... • • .. • • .. . . . . . . . . . . HORIZONTAL SLIDER - LARGE MISSILE IMPACT 6411, MAX TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS .... 2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 ••• ••• • • ••• 75 1/4' MAX. OVERALL FLANGE WIDTH 74' MAX UNIT WIDTH • • • • 33' GLASS DLO{ • • • ••• MAX SASH HEIGHT 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: '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-1300-04.01109. 5. ANCHORAGE: THE 33 113% 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. MAX. UNIT SIZE DESIGN PRESSURE RATING I IMPACT RATING 74" x 63" +/- 60 PSF I LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:58-04:00 29�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g z 3 aZ3 I.-owO QwapW ZIll WJO a ; OaZ tWnm 5= I--w3}Z�3�x Z Zxma O OFO �_�M U 0cn�Zal-via H-w2OOLLZ >_ <QOFFxO- w U- wowcow as -=d 0 O0 u w ~w w x w u� a ~ a �3a 'v : No 58201 %"A' ro: a 9 STATE OF :LU. AL 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 1 10/10/13 CWS-871 C ALE: SHEET 1:15 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •• ••• ••• •• INTEf31 R • • • • • •©O ©• p• • SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MDSPAN OF SASH (ITEMS 35 6 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 1/8' ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAMI L— 1/8' ANNEALED J190 DUPONT PVB WTERLAYER 1/8' ANNEALED 43 PURFECT GLAZE'H' 1 SIKAFLEX 552 GLASS TYPE A 1:1 —1/2' GLASS BITE QUANEXDURASEAL IG SPACER WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT g H aw3 "z 0 inn w o Z82 wLzw aw3>o��m U. z0 �-w �3�x z�d c> Z 0xl-0i�d=pO� c>rnIza-P rn -zoozo Q 0 H�Ogxtz m30�ut0— W Oouiw0Wmw LL VV1W QJfAH a�s Paw='o w0 a w CL ;;_,, ;;_;I 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL AWN BY: DATE: AIDE 10/10/13 VG #: REV.: CWS-871 C ALE: SHEET 1:2 2OF5 lL0'.■ 12-1:41 0 0 0 0 m 18 19 s0 21 22 23 24 25 H-1699 H-1836 H-6052 H-6048 ; 50 H3051 T;9 9 P3029 P3033 P3113 P3218 P3228 P-4 554 P3342 P3539 F4730 P3752 -=Or P-5250 P-4779 P74051 P-Z69 P-4479 Rail, Fxd. Top/Bot. Rail Fr., SH, w/ Fin., PVC Meet. Rail, PVC Side Rail, PVC Fr., SH, w/Fig., PVC in Pull Tab row Support, PVC roan Frame reen Spline, .155 [He., Blk. reen Frame Comer Key am Sealer, SM-6504 t. Blk., 85 Dur., 1/8• x 518• x Itp., 0.270 x .187 back FinSE x 3/4" Square TEK 2 Zinc x 1/2" Truss PH TEK 2 Zinc p Plug, 1/2" Hole ring Lock, Impact, PVC Iler, Tandem x 1 1/4 Ph FH TEK, Wht. epar, Impact, PVC rep Cow w/ Flap x 2 1/2 Ph Truss SMS VENDOR (eymark Alum (symark Alum (eymark Alum Mikron PVC Mikron PVC Mikron PVC Mikron PVC Mikron PVC Summit Team Plastic Rubber Allmetal RoliFonn Dapa Allmetal Nylon Schnee Silicone Fastenal Fastenal M&M Interlock M&M Fastenal Warlock M&M 28 P-4952 lKeeper. Rotary Lock Sullivan 29 P-4959 jWstp., 0.420 x .187 back FinSeal, Gn URrafab 30 P-4633 Barrel Fastener Fastenal 31 S-1112 Reinforcement, Head Keymark 32 S-1498 Reinf. S.B.R./S.S.R Keymark 34 S-1776 Roller Track Kevmark 21 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1 1/2" — 3 2 ;/8r-�1/16' • • • • • • • • FIXED RAIL - 1836 PVC FRAME FLIRJGE-•0�4�J • • • • • • • • • • • • • • OVC FRAME N6048 •• • • • • • ••• • 23/16"5/16'---j g/16• � 6 I q 7 0 L L 1n6• IL 1/16" 1/16" PVC SASH MTG. RAJL6050 PVC SASH SIDE RAIL6051 PVC SASH TOP/BTM RAIL6052 PVC FIXED RAIL COVER- 6063 • • 3 Steel o I 6• PLAN VIEW-1999 0 6" PLAN VIEW-2000 0 3N6" -i 15/16" 35 7/8' L 1/16" HEAD IMPACT HOOK- 1999 0 3/16" _i --j 5/8• T— 36 5/8" �— 1/16" PANEL IMPACT CATCH 2O00 yA. 1" L � 1ns• SASH MTG. RAIL-1497 3/4' h� 3/16' 3 1/16' S.B.R./S.S.R. -1498 114" 1 7/8' }_ PVC GLAZEBEAD - 6064 Steel Nylon Nylon Steel Nylon Steel Zinc Znc Steel Alum Alum Alum ei,— 38 S6013 IScm. Adapt., w/ Nib, PVC I Mikron I PVC 39 S6014 IScm. Adapt., PVC I Mikron PVC 40 S6063 IFixed Rail Cover I Mikron I PVC 41 S6064 lGlazina Bead I Mikron I PVC CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 15 M: FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 3l4' �--� 2 15)11 1/1 s• SASH REINF. - 1699 7/16' 1 1/4' 3a 1/16" ROLLER TRACK -1776 1")I �3/16" F 3' � t-�-�}-1/2' � - I-1/1'-1/166' PVC SCREEN CATCH - 6013 SCREW SUPPORT-3113 5/16" 1 1/8' 39 1/16' PVC SCREEN SUPPORT - 6014 LIN 33 E ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. r 7/8" 1 9%i 6• 31 J— 1N6' GLAZE BEAD -1112 3/8" 1 5/1, j� 6-�{ .jJL`1.,�1 J-� 3 1/16' PVC ANTI -LIFT - 6005 WINDOW SYSTEMS 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 5 3 "Iz3 h Ow0 rowoo w zOz X--k= o Qm- OX3:m U- hw h3�x z zx2 0 oho 0 UyhZd Pyd Z 00Urg��Om Q t--U-20 wz a30wFmO— w U. OLnujw0wV)w a ?=a 0-1Lo /- 0 who0 a. w=wG a a. X a. - : No 58201 *t -0 9 =• STATE OF ;�O�E`��L O R t z:7- 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 10/10/13 IG #: REV.: CWS-871 C :ALE: SHEET 1:2 3 OF 5 12 1/2" MAX O.C. I 6' MAX (TYPJ- 6' MAX (TYP.)- 17" — MAX. O.C. (TYP.) fYP.) L 3" (TYP.) �3" (TYP.) SE I I I I � I I I I I I I I I I I I I a�l ANCHORLAYOUT-(FLANGE) • • ••• . . • ••• .. .. . . . .. .. . • . . . . . . . . . ••• • • E NOTE 2 : • • 4:M' (NP' -�— INSTALLATION AN H • • •• C • • • • *MAX cyC. • • • • (*YP.) • 81,MAX O.C. (TYP.) , I •• � I � I I ANCHOR LAYOUT - (FIN) ;EE NOTE 2 INSTALLATION ANCHOR (TYP.) 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 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 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 OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. 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/AAMA100(FINWINDOWS).FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z 3 az3 H Du'o QwOpo o z0z>0W3m LL �ur3 H32x zo 6F�� O �TRR U Uy_FZaFya Z p v) Q ZOOZOLL0 � a3�WO�oz QQ z Q pox>-=30m W LLU)W9)OJ V)H wHa o w=wN O pyOREby - : No 58201 :"'p' *C * L* STATE OF W, 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 AND NOTES ADE 1 10/10/13 CWS-871 C 'ALE: SHEET 1:20 4 OF 5 TYPICAL HEAD ANCHORAGE MN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDME PERIMETER SEALANT SEE TABLE 1 BY INSTALLER INSIDE AND OUT I3 SEALANT BEHIND FLANGE BY INSTALLER 1/4' MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 114" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER O PERIMETER SEALANT MN. EMBEDMEN' BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 �\ / A 1 VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE • ... ... .. .. . . . .. .. . . . . . e e . . . . MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE • • • • • e BY 0 HERS • -1/4' M&SHIM • • SEA gBLE 1 • • • • • • e • MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANOtIOR • • SEE TABLE 1 • • • • • • • • • • • • • • • • • • • e PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �g1 HOR¢ONTAL SECTION 5 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FSUBSTRUMPE ANCHORTYPE MIN. EM FLANGE CONCRETE (2.0 KSI MIN.) 3/16" fTW TAPCON 1-1/2" 1-1/8, FLA FLANGE 7 PCF MIN. CONCRETE (2.85 KSI MN.) 3/16" ITW TAPCON 3/16" ELCO ULTRACON FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4' 2-1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" IiW TAPCON OR ELCO ULTRACON 1-3/8" 7/8, FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8' 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #10.16 HILTI KWK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16' FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS 1/4" MAX. SHIM SEE TABLE 1 WI� EMS 1900 SW 44TH AVE. WWW WS.CC ORIDA 34474 8200 PVC HORZ. SLIDER EMBEDMENT IMPACT SEE TAB g z 3 azo W PERIMETER SEALANT Z W Zi O a W BY INSTALLER INSIDE AND OUT W Z Z O Z X- f_ Q to 3 }z O IY 3 m w o_ INSTALLATION ANCHOR O Z= f Q~ SEE TABLET 0 O�OLj�=Ow N Z Z F? 0. SEALANT BEHIND Z- j FIN BY INSTALLER Z O 0:' U Z �� HORIZONTAL SECTION 5 Q F LL M O O IL Z i O F� kz O_ TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION gQ O Q } j 3 O f Lu LL (n m lr w0_jzFaCLo w aF-2Ls w D. X ' PERIMETER SEALANT BY INSTALLER INSIDE AND OUT �� HORIZONTAL SECTION 5 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 HEET DESCRIPTION: INSTALLATION DETAILS RAWN BY: DATE: ADE 10/10/13 WG#: REV.: CWS-871 C CALE: SHEET 1:2 5OF5 1 /4/2018 Florida Building Code Online • '-r BCIS Home Log In User Registration I Hot Topics I submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search Florida (1-1}�dProdud Approval USER: Public User 6n'ci�mau.M�% Product Approval Menu > Product or Application Search > Application List > Application Detail • FL # FL16177-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine . • • • • • • • kpine@cws.cc • • • • • Technical Representative lay Lathrop * 0 0 0 0 0 •••••• Address/Phone/Email 1900 SW 44th Ave • • •. 0090 0000 • 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 : • 0 • 0 • • (352) 368-6922 Ext 221 • • • • • • • • amonteverde@cws.cc • • •. Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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) Standard AAMA/ W D MA/CSA/ 101/I. S. 2/A440-08 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Year 2008 2005 2009 1994 Equivalence of Product Standards Certified By https:ltwww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPrafAGHlxlsggUObEAbzoQ%3d%3d 1/2 1 /4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # 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 II CWS-812C.pdf 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. Safety FL16177 R2 AE EvaIRepo 8rt 12C.pdf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. Back Neat • • • • • • • • • • •••••• • •• •••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • •• 00000* The State of Florida Is an AA/EEO employer. Sonyriaht 2007-2013 State of Florida.:: Privacy Statement :: Acces iN 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 publr,rilecords requeit•dpdiot send elecjrgnjc• 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 80fir HEAL with anEwiail address if they4iava • one. The emails provided may be used for official communication with the licensee. However email addresses are publlr rjAW Iryou do not wl A toSupply 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 4S5!l!9.: • please click here . • • • • • • • • Product Approval Accepts: • • • • M ® ® ache@ a • • �••••• • • • • • Credit Card • • • Safe hftps:/Awm.floddabuilding.org/pr/prapp_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsggUObEAbzoQ%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed; TA 201 /202%203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 181/I.9.2/MMOS. 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas.*K,.'Turner, P.T. 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 height; as &wn in CWS- . 812C •••••• • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. +P11111111184 �pRE 1.. Ttr,04" � 5 .•'�,y ter+ Lucas .' No 562t11 : � ; o Turner 2017-08-30 S'; STATE OF tu: 16:11+20:00 '�,�,�'•.•fi �,,.;�,.•` �'ri,�`�+;.� 8/29/2017 R ! p•t�.�'' Lucas A. Turner, P.E. FL PE #58201 • • ••• •• • • ••w •• •• • • •• •• • • • • • • • • • • • • • • • • • • • • 900 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 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 • • i i • • • 0 • • • IN ASTM E 1996 PER THE FBC. a • • • • •' • • • • • • 2 GLAZING OPTIONS: (SEE SHEET 21 53 1/8' MAX. OVERALL FLANGE WIDTH 3. CONFIGURATIONS: "O/X". 51 7/8' MAX. UNIT WIDTH • • • • • • • • • • 4. DESIGN PRESSURE RATING: 47 11116" GLASS DLO • • • .9. • ' • • • • • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND • • • • • : • • • GLASS TABLES ASTM E-1300-04e01/09. A I IIII 63- MAX OVERALL FLANGE HEIGHT B /1B GLASS DLO 613/4" �U TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1 GLAZNG DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M........................4 ANCHOR SCHEDULE & NOTES INSTALLATION DETAILS....................6 II II O " 30 3116" 1 26 7/8 SAH GLASS HEIGHT DL B6C6 77,51/16 A GLASS DLO 48 3/8" MAX. SASH WIDTH INSO E ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4' LOCATED 4" FROM BOTH ENDS. DESIGN PRESSURE MAX. UNIT SIZE IMPACT RATING RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 99imm 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT z 3 Qzawo 0 a zw§>-0w3m Q �zz i zimawwo00 0 OHO Q U > a.U0�Za O�z �U- Q zOwzOOu0L?¢3020z'q= CO 0 co W amWNO JtAF z— a O W� 0 w= W>- a a wawa S SC No 58201 ' 1 =ro: it :9 SPATE OF " kr 10* 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 1 06/18/12 CWS-812 C ALE: SHEET 1:15 1 OF 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . LINSULATED GLASS ED OR TEMPERED 10E kTED GLASS ED TERLAYER BY DUPONT ED IRASEAL AZE "H" OR SIKAFLEX 552 BITE -718" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" 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 1/2" GLASS BITE SETTING BLOCKS PER FBC 2411.3.3.1 29�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT a z 3 azo ¢ko gzvOi�X Z o�3m ZM-3x2wwp0 U U~p d m Z Fu~ia z p S_K7Uw a3Ow020z �Q I'FCZ w U.Oaiawww a =a. w0�y O wF0 wx>- a a. w o'llillllls", Pp10REW Tp�i O; STATE OF •:�41` s+ONA„E�G�` 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 A -A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . • • • • • •• • • • • • • INTERIOR • • • • SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT z 3 az F Qw0 aWpO w z09 WL9t O OI=-O¢QWOLLO U UyHVd�ya �? p-LL2OOLLZ w O0ixuu)jowcgw a -MM itLL 0mw O WH0 W=Qy m � a W3a z�- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS BAT 1 06/18/12 NOTE: ITEMS NOT SHOWN FOR CLARITY: I CWS-812 C 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 scuE: SHEET 1:2 3OF6 21 x or x /a�raoalwra x 1/2 ,ran Heaa, ltic�raslenalx 1/2 ,ran rleaa, 1tic�ras(enal 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' "� /16 3 1116' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •• ••• tt5i6"�i ••• w • • • • • • • • • • • • • • PUF SOSH'muM. ROIL 6028 • • •• • • • • • ••• •• REINF., IMPACT HOOK -1112 0 7/8' L 1/16' PVC SASH STOP -6025 3/4' —1] 3/16' T 13 T 1/16' REINF. S.B.R/S.S.R. - 1498 1 3/16----� 1 1 Fli 1/16" PVC SASH SIDE RAIL - 6004 18 1/16" PVC SCREEN CATCH - 6013 3/4' 3 15116' REINF. BTM RAIL-1699 $ 3/16' 0 �15116" i-- 5'7/8'1/16' IMPACT HOOK S-1577 f-- 2 3/16' F7 8 1 5/8" 1/16' PVC SASH TOP RAIL-6027 1 1/2' rF b 21/8' 1/16' FIXED RAIL - 1836 9/16' 045' PVC FD(ED RAIL COVER - 6063 1/16' REINF. TOP RAIL-1497 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 3 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 1 1/8'y 5/18' flic=� PVC SCREEN SUPPORT - 6014 1/4' h - I C E7/8' PVC GLAZING G BEAD-6064 1/2' 3/16" � 3'� rp o SCREW SUPPORT-3113 a0gom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT Q Z aZ� OWO aWp'j o ZNz}0o3m Q �Z Z Z=mZWWOO 0 OF-O� d= w Z Q 7 Z Z j V N } Q3oWzudOSOZ Z ui ~ on woW41W O WHO w=may a a a: 0. ,,,'�1rlUUlrprrr O� PNOREW T pi �JGQ?.�5C -S. N gF;�QZ No 58201 ''fib STATE OF :'&J 4�S3,ONA; %V... i 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 BAT 1 06/18/12 CWS-812 C ALE: SHEET 1:2 40F6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • s• MAX (TYP.) —m Vo km. O.V7p.r • � 6" MAX. (TYP.) • • • • r_- 10 1/2' MAX O.C. (TYP.) L- 4• (TYP.)J — 10 1� — 2" / MAX O.C. (TYP-) 4" (TYP ) --E— I I 1 I 4" (TYP.) NO ANCHORS REQUIRED IN SILL J ANCHOR LAYOUT - (FLANGE) 0 foe • • • • • SEE NOTE 2 • INSTALLATION ANCHOR (TYP.) EMTGRA NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 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 WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: W FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT Q Z 3 aZ3. F- aLL10 QWOO O RW§>—OW3:m Q ?�ZZ Z zmm wwpO 00 cO.U~_pZaFya m a O : z'mw P�LL200-z W 00 Ouiwui aWW�OJlnF- a O W F- a0a. I as H a �3a /-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 AND NOTES BAT 1 06/18/12 CWS-812 C �E SHEET 1:15 5 OF 6 .. • . 0:0 • 000 .. • • • .. . • • • • 000 • • • • 000 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT MIN. EDGE DIST. • • • • • • • • SEE TABLE 1 SUBSTRATE SEE TABLE 1 • • • • • • • • • • • • • • • • • • • • 1/4' MAX SHIM BY OTHERS SEE TABLE 1 SUBSTRATE BY OTHERS • • • • • • • • • • • • • • • • SEE TABLE I ••• ••• • • ••• • MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN. EDGE DIST BY INSTALLER SEE TABLE 1 INSIDE AND OUT • • • • • • • • TNSjAMTION ANCHOR SEALANT BEHIND O • • • • • • • • • • • SEE TABLE 1 FLANGE BY INSTALLER 1/4" MAX SHIM • • • • • • • • • 000 • / .00 • • • • %. • • INSTALLATION ANCHOR SEE TABLE 1 CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBED? BY INSTALLER SEE TABLE 1 INSIDE AND OUT VA I SUBSTRATE BY OTHERS r / SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TABLEI:APPROVED LATION FASTENERS ANCHOR TYPE MIN. EMBEDME CONCRETE (2.0 KSI MN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" HOLL " CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-318" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 7/8" 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KWIC -FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRLLNG SCREW FULL THREAD THRU 0.125' 7/16" I PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 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. Qvz" 1900 SW 44TH AVE. OCALA, FLORIDA 3"74 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT Q Z 3 a2� ?- ow0W-jo 0wp0, Z Zw� woo ZS� < O OI-O 6 z p-0=1� -SUN <3:3:ow-mo- wo I~ll u.-wNOwww LLmw OJmH a O wHIt W=may a a o!30. puu�q� ,��`�PFIDRE W `Tbi SF:�'Q,y4 No 58201 STATE OF ;%U 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS BAT 06/18/12 JG #: REV.: CWS-812 C ALE: SHEET 1:2 6OF6 1/4/2018 Florida Building Code Online BCIS Home Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Unks I Search a Product Approval USER: Public User r 00 db Product Aooroval Menu > Product or Application Search > Application List > Application Detail ` to FL # FL6890-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop • • Address/Phone/Email 1900 SW 44th Ave • • o � Ocala, FL 34474 +• Y •• • • 352 368-6922 Ext 291 000000• ' • • jlathrop@cws.cc • •••• •••• •••••• • • Quality Assurance Representative Arturo Monteverde 0 sees 0 • *We* • • • • • Address/Phone/Email 1900 SW 44th Ave 000600 • • • • • • : • • 0 Ocala, FL 34474 • • • • • • (352) 368-6922 Ext 221 • amonteverde@cws.cc • • ' so • • • • •••••• Category Windows • • • • • • • Subcategory Casement • • • •• • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (_ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https:ltwww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8ClMsOVDVxRfBg2vaMoE%3d 1/2 1 /4/2018 Sections from the Code Florida Building Code Online C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/26/2017 09/29/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R6 II CWS-1610.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 FL6890 R6 AE EvalRenort161D.pdf psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered Created by Independent Third Party: Yes when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • 000000 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statemen" •ctatemelliti: RaWnd Statement • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response 1Ee4db9d records r/queg%dio not sendselle trnii• mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please •cp 8j� 0.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide tH p ril ent with an entail address if:h YYe• one. The emails provided may be used for official communication with the licensee. However email addresses are pub4 &*%d. If you do W& Wirbh to supply,OOVYO address, please provide the Department with an email address which can be made available to the public. To deterralne If yousare a licensee under Chapter 455, F.S., please click here. •••• •••• ••••• • • Product Approval Accepts:• • • • • • • • • • • • • • • • •••••• • • Credit Card • ""' Safe •• • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CiMsOVDVxRfBg2vaMoEp/p3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44t' 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 6t' Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner, P.F. ; • • • • 3) Test Reports NCTL-210-3673-1, -lA, -2, -2A, and NCTL-210-3674-1,VA, from . National Certified Testing Laboratories, Orlando, FL signed and sealed by Ck rerd J. Ferrara,*P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CS* IOifI.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D, signed and sealed by Luca* A. Turner, *0 E. Installation: Units must be installed according to approval document CWS-161D..... .00 Limitations of Use: This product: • • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.) outboaxcr.air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/9' (Ann. 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 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of +/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA #17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6t' 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. + ��►fIII 1»## , tAOR8 W Lucas ? No 58201 Turner " 8/28/2017 2017-08-30 =•°' :cc Lucas :-9 STATE OF 1 W A. Turner, P.E. 16:01 +20:00 %0.a . �i�p� o q o A,: `ts``�,`` FL PE #58201 a �. ,'�i�sSidNA ; ...•• . . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... CASEMENT - LARGE MISSILE IMPACT - 381/4' • • • • • • • • MAX OVERALL • • 38r/4Y ~-- FLANGE WIDTH •MAX OVERi4LUFLPNGE WIDTH • - 37" • • ••• • 37' • ••• UNIT WIDTH UNIT WIDTH 35' 35' MAX. SASH WIDTH • • • IWAX *SH 1 19TH • • • • ••• • • • • % I I I I 731/4MAX ' I OVERALL I OVERALL FLANGE 1 I 641/4. HEIGHT I MAX D��L B HEIGHT I � I 11 I X MAX I ` GLASS MAX UNIT UNIT HEIGHT 1 I DLO HEIGHT I I I e 61' 6 70" SASH I MAX MAX C S SASH g HEIGHT HEIGHT I 8 I � I I I 30 112' GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.......1 GLAZING DETAILS.................................2 SECTION VIEWS.. 3 EXTRUSIONS & B.O.M...........................4 ANCHOR SCHEDULE & NOTES ............ 5 INSTALLATION DETAILS.......................6 I- 30 1/2' �I GLASS DLO RIGHT HINGED - SHOWN 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. • • B 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. GLASS 7• ALL FRAMES AND VENTS FULLY WELDED. DLO 1 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. LucasTurne r 2017-09-22 11:51-04:00 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING N E�D +/- 65 PSF LARGE MISSILE IMPACT HVHZ +/- 67.5 PS-D NON-HVHZ 37 x 72 +/- 65 PSF HVHZ +/- 67.5 PSF Qg�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8400 PVC CASEMENT IMPACT a i 3 az3 P owo wwop wo ZN=}0w3m LL Pwul �~3Mx z Zx2zd U of o_o - O rn'oz �wa. z OOVVjZ�U� a F?wmooOwZ z w 0awcnowvo-)w wNw OJo)I- a O w ►=- oCL in lu a � a' a it IL 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 1/8" ANNEALED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER OUANEX DURASEAL 1/8" ANNEALED QUANEX Dl IG SPACER IG SPACER S6CAFLEX 552 OR 3 PURFECTGLAZE" H' 6 1/2' GLASS BITE 46 / � 0 GLASS TYPE A C- 7/8' OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16' AIR SPACE 5/16" LAMINATED GLASS 1/8' HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8' HEAT STRENGTHENED 1 SIKAFLEX 552 OR J PURFECTGLAZE'H" 1/2" GLASS BITE GLASS TYPE B MAX UNIT SIZE MAXPOS.DP GLASS TYPE 37" x 63" +67.5 A 37" x 72 + B 29�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8400 PVC CASEMENT IMPACT Q z 3 azp ELUO awo 182 wMW= LL I.w�zH3mx Z Z=2Q ° O .%woowoo Z O 7Z�jUN j a3aw-xoz LU 0 x(nawfnw LL fnw OJ(AF z— a O wHo W=wy d H D_ w W ;Kz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: GLAZING DETAILS AWN BY: DATE: ADE 05/05/07 VG #: REV.: CWS-161 D .ALE: SHEET 1:1 2 OF 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •• • • • • • •• • • • • • • • • • • • INTERIOR ••• to •••F) ••• :a 17 to to ••• INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 SECTION VIEW B-B QZZEW 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT Z W J❑ Q W❑ W ❑ ZOZ OmZm W H W?- Z H 3-2 2 Z 22gQ<IwpO U U~v� � a F Z O_m z ai a Z'sUN } ¢3¢0MzO- Oowwawww 'Dwa O-1mP CL wo O WHO mmww ►p Pp10RE4y T i,� 58201 ,•'�� 5 ' 9 STATE OF 141 ,f�'Ss�ONA� ��►►►► 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS AIDE 05/05/07 VG #: REV.: CWS-161 D :ALE: SHEET 1:2 3 OF 6 , x x NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. . . ... . . . ... . . . . . . . . . . 31/8"-{ n I ,3 21/12' PVC FLANGE FRAME • • H-6030B z 11/32•—y D 6 7 2 114" 8 9 1116' PVC SASH H-6008 4 17/32" ,o 1 9132' 1/16' SCREEN RAIL SIDE/BTM H-1592 PVC FIN FRAME H-6030A FRAME AND SASH CORNER CONSTRUCTION WINDOVWS YSTEMS 1900 SW 44TH AVE. 7/32' OCALA, FLORIDA 34474 WWW.CWS.CC 2+ir 8400 PVC PVC GLAZING BEAD CORNER WELD CASEMENT s6064 (ALL SIDES) IMPACT 1:8 a z <z3 awo Qwa 7/16'�j w LL zoz 0!- I= 21/32" 49--1�6) Z O HW�Z��3S Z2m<D:WOp V~OZ<a�ya 1N6' Z Off=—Z�Uy COIL, .062 X .656 COIL, .05 X .437 < � 3 O w O= Z z P-4491 P-4050 F _ V)W W O0�}7wi LL0)w 0-1(aF Z- a O wH0 w=�N 3a (L a o <pWuni�7� E 17/32' e N 19 L2� ; No 58201 =b: a. SCREEN RAIL TOP/SIDE H-1593 STATE OF , tad I I it/16' 1 51 3/32• Z SASH REINF. 9/22/2017 S-1505 1/2" 7/32' f< 3" -i r 0 15 SCREW SUPPORT P-3113 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 AEET DESCRIPTION: BOM AND EXTRUSIONS RAWN BY: DATE: ADE 05/05/07 WG#: REV.: CWS-161 D GALE: SHEET 2:1 4 OF 6 12 MAX1/2"AX. O.C. (TYP T MA 6' (TYP.) 6' MAX. (TYP.) TT . 7.1 10" MAX. O.C. (TYP-) SEE NOTE 2 12 1/2" MAX. O.C. (TYP.) I I , I I X I I ` \ 1 I I I I ANCHOR LAYOUT - (FLANGE) FOR UN ITS UP TO 37" x 72' 6' MAX. (TYP.)II 6" MAX. (TYP.) 14 3/4" MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 8' MAX. O.C. (TYP.) 4' MAX. (TYP.) • • 4" W (TXP•)•� , • • •• • • • • • j SWONOTE 2 •• ••• • • -71 X a' MAX O.C. s • QYP•)•• • • • • • • • ••• • • • • • .•.•.•. -� INSTALLATION ANCHOR (TYP.) I ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 63" r SEE NOTE 2 I M 'I I I I I I � I I �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. (TYP.)— SEE NOTE 2 4" MAX. (TYP.), 8" MAX O.C. (TYP-) / i —INSTALLATION ANCHOR (TYP.) ` 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 WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: X FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 29�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT z 3. <z3 Z WJ� <WowLzW o zwZ OW3:m LL �_Lu �x z zx2� 0 U~O WOO (A Z �t~q 0_ Z 608—zInUo < P:ZLL2o0LLz 29 Ill Q-2}fW(nLU LL1Wa 0 a. � _~� W3w`n f � 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 . . ... . . . ... . . . . . . . . . . MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS INTER2 •1/4' MAX $HIM • • SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE MIN. EDGE DIST. SEE TABLE 1 • • • • • • • • • • • • • • • • •FPERIMETER SEE TABLE 1 BY OTHERS 1/4' MAX. SHIM SEE TABLE 1 SUBSTRATE BY OTHERS • • • • 0 •E DIST. SEE TABLE 1 E 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABL& 4 • • • • • B INSIDE AND OUT • • • • • MIN. EMBEDMENT • •• • • • SEE TABLE 1 SEALANT BEHIND BY INSTALLER nFLANGE 1/4" MAX. SHIM ••SEALANT SEALANT BY INSTALLER rV� BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND INTERIOR B� HORIZONTAL SECTION \ FIN BY INSTALLER HORIZONTAL SECTION INSTALLATION ANCHOR SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE Q \ 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS 0 (AS SHOWN IN DIET. B/6) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. 1/4' MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER C= PERIMETER SEALANT MIN. EMBEDMEN' BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MN. EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW �A� VERTICAL SECTION HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F T. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLA FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4' 2-1/2' FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON ' 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8' FLANGE 16 GAUGE (0.060-) MN. STEEL STUD (33 KSI YIELD MN) #10-16 HLTI KWIK-FLEXOR ITW TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8' ALUM. (6063-T5 MIN.) OR 1/8' STEEL (33 KSI MN.) #10 GRADE 5 SELF -TAPPING/ DRILLING SCREW FULL THREAD THRU 0.125" 7/16' FIN 2XMN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2' PERIMETER SEALANT BY INSTALLER INSIDE AND OUT �p1 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. 20�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT Q z 3. aZ0 Dw0 Nw o o zwz>o 3:mftt m_ LL Pw� �3�x z zx?zd woo O UFOZd Na to ZD z—? ZFZ)y a _20oz 0 P—u.20 z lL O N W co aQ w y H z- a o wF-o w=,,>_ aa D- 03a .-0- STATE DF ;•W� EN►`�� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-161 D SCALE: SHEET 1:2 60F6