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WS-19-877Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-(-19-877 Permit Type: Windows/Shutters IWdrk,£9assificatioa: Window/moor Replacement Permit Status: Approved Issue Date:05/01/2019 Ex iration: 10/28/2019 Location Address Parcel Number 863 NE 92ND ST, Miami Shores, FL 33138 1132060050040 Contacts ROXINE GORDON Owner FHIA LLC Contractor 863 NE 92 ST, MIAMI SHORES, FL 331382908 WAYNE BURNETT Business:9547924415210 PERMITS@FHAPRODUCTS.COM Inspection Description: REPLACE 12 WINDOWS W/ IMPACT SIZE FOR SIZE Valuation: $ 22,667.00 Requests: r-762-49—AQ Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $13.80 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $4.60 Scanning Fee $9.00 Technology Fee $5.50 Windows/Shutters Fee $170.00 Total: $258.40 Payments Date Paid Amt Paid Total Fees $258.40 Credit Card 04/22/2019 $50.00 Credit Card 05/01/2019 $208.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to 1he of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in st ct co ormity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thisr it I asume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for E R L, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVR regulating construction xegoing information is accurate and that all work will be done in compliance with all applicable laws , 1 authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date May 01, 2019 Page 2 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 M. CE�v�D APR 2 201 FBC 201)- Master Permit No. v ^`� ,( 3 `� — l I —88 7 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9(z �JE g a S � City: Miami Shores County: Miami Dade Zip: 33 13 R Folio/Parcel#:_ 0 0 C)- 00w) Is the Building Historically Designated: Yes NO 7� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): F-0x1 N E GO91QO 9j Phone#: 7�6" 338 -Oa07 Address: 063 WE; Al S t City: 1M1 R IMF S (-i 0 K G-S State: rz- Zip: 33 13 S /' Tenant/Lessee Name: Phone#: 5q ' 7Ra -T41`� Email: CONTRACTOR: Company Name: L C Phone#: Q5+7Q) -91lb Address: 3444 30 4Z 5-- \�okL_l IDO City: ,)U` LA J`W "i C4- NPJ 0 -I Qualifier Name: lQ1NE + b�PrN FL zip: 333 UL ne#: State Certification or Registration #: CGIC06 l Sto Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Q_ 1 COG I Q 0 Square/Linear Footage of Work: (a0 SQ Ir . Type of Work: ❑ Addition y„❑ Alteration El New Yf Repair/Replace El Demolition Description of Work: Q P I n CE k � w 1 wo (.o W � lM A lA cy 9 \ ?'.i frM S (G� - Specify color of color thru tile: Submittal Fee $� 1d Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. kvl Signature Signatur 4 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of d l 20 1 1 by day of 20 /f by T 5=1n• who is i �� - ��ho is rsonaJ < n to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Sign:,o �� Print: /mot cr4 ABDIELR.CASTILLO ;?o': MY COMMISSION # GG 07MEXPIRES: JPrinSeal: March 6 2021 Bmded Thru Notary Pubk Underwnters APPROVED BY 1 _ p �� Plans Examiner Structural Review ZIA ai M!"EL A MERICADO MY COMMISSION # GG095745 EXPIRES Ap0119, 2021 ################################### Zoning Clerk (Revised02/24/2014) "J � 0LA- \0\- 3 �A "�- 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: 1. Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to -request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). A 1 gement: NIIm Quali er/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. i ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than Ix), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 ""'do Moms Improvement Associates Ucenve No. CGC 061M / QB4MB Broward Tel, 934-792-4415 3044 Sw 42' St_ FL iaudeidale. Fl 33312 Miami Dade- 305-SASW9 FLORIDA fax 254-792-2170 N014E Web- www.fhaproducts.com 1 SSOCIATU ✓ Emag:infoAofhaproductscoin Home Improvement Contract r o,atff Owner bC. r.s-_._-�i:rLti�f .._� H.Ph: �(Tj 31je� -1�� j�l �r Alt Ph_ 7"do \'IV A V \\ Co Owner. ` _ Small. �C f'('j?C CC L•'r w( Lint '► 1 -C7 tilt �t Cnta j ~` t,� vAddress City County State Zip { this Contract is made and entered into this dsy of ____. .___,20_ by and between Faorlde Home Improvement Associates, Inc, a Florida Corporation known as ('Contractoira "F W), owners) \� and named above of the property located ('Owner')_ The Contractor sprees to perform the work described below at the property listed above:0. at the address listed above known as i) Remove exiting units to be replacod iNoie: Removed meals are likely to be d1maged4 2) Prepare Openg!w6cessarvtoWaivereplacementwas d) window vinylEnergy Storm Saver _ Alunanuminsubted _ ,�AlumbnumNon-ImAimed .+aer•+..+r.sa.sy.r a .r .�r.�. Al OOdrs VMit4Energy, Storm Smr .._..._ Alumkniminsubred .__�_AlummtrmNon-(mutated �"�r'�"rie Glass: a --\ act (I Non -Impact ) Frame Color: White; _ BrOnte. _ B/W Tan; _Grey. _ PANE , yes( )Not I W__ Qty:` Qty Qtyi— Qty _ AFA standard custom Activevvee !!! FA fn RH � City:1/4-1/2-1/4 1/3-1/3-Us SRdbtg Glass floor Single French )g fllDdL _ Geometric Qtr. _ AAAF FA FAAF Door Qtyt _ Doaa. gtyr_ �'y_ Qty�_ I Icttr.— Wye ,RH ( 1 IN ( ) RA { } la ( } 5) Work to be completed as stated on the eoconnptnyirig srorksheet Work NOT to he conpleted• .� --- -- blRist filtY: •—..— Cla oup liw if" and provide necemry permits and Insio ice. if applic"; In the event that Contractor 1s undb fdr whetever nrsson to otnain propei pera is prior to c"intmove tent of any work, ComfKwr shag refund any previous payment and this transaction "be automatically amfled Add"` Vllo No w at to aR�gq� rs to be done u � Warranty, Contractor wilt! provloa warranty irdormado �Atner within 30 days after completion and final payment. ;btor shsR ;byte- Contractor commence th rk within � days after execution of the Contract (The'Commencement Date) and shag endeavor to complete all work hereunder within days after the Commencement Date- U By selecting the finance option for the partial or hull payment of this protect. The Owner agrees to sign all finance completion forms the final day of installation The scheduling and completion of the final inspection wag be scheduled for the next available day and AU checklist rrems, pain, replacement or damaged product reorders will be completed Ina timely manner as part of our service policy, kdtial flan Nona to the owner, R ffaerWng n being obta ed by Owner a) Do not standtlsContrad or arty financing dowment in bbnk. You are aidtkd to a OM of the centraet at tha time van sign. b) The flitandal documnes provided by the lender W thb hang knpmwwwd antral may creota a Ike on Vwr property. G me sun your understand all provisions of tho Contract and financial documents before you swi. TOTAL PRICE S Deposit to Order: S .00 Sales tax: S_ � ' lQr� -_� Payment Day Job Starts00 S rotal Project S_ ate" Installation Completion: lasce"OnIm This Contract and the accompanying worksheet contain the entire agreement between the parties. By sigrNngthis COntraiM Owner agrees and acknowledges that it has received the accompanying worksheet This Contract may not be changed orally but only by a Change Order or other writtan amendment sl;ned by both parties. The waiver by any party of a breach of any provbons Of this Contract shag not operate or be construed ass waiver of any written amendment or wakrer of any subsequent b marh by am owty. You the buyer may ancel this contract at any time prior to midnight on the third business day after the data of this Conb*d in witness whereof, the parties hereto have read, understand and agree to both sides of" Contract. Se the a exphado el contrato an su totalidad y entknido todas las condbciones de este contrato Both parties execute this Contract and the owner(sl agree the ba due under this Contact under sear as of the day nit year first above written. /7a Y~ oavnarpriM` Cc -Owner Print ContradorJteprsde Print Ownersbgnaturs Co-owner Signature cOmradorRep enlativisignature HOME OWNERASSDN. Name. Phone: YES ( ) NO ( Property Name: Property Search Application - Miami -Dade County Page 1 of 1 14:-71 ;1�� # OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-005-0040 Property Address: 863 NE 92 ST Miami Shores, FL 33138-2908 Owner ROXINE K GORDON Mailing Address 863 NE 92 ST MIAMI SHORES, FL 33138-2908 PA Primary Zone 0900 SG FAMILY - 1901-2100 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,758 Sq.Ft Living Area 1,410 Sq.Ft Adjusted Area 1,584 Sq.Ft Lot Size 9,653 Sq.Ft Year Built 1954 Assessment Information Year 2018 2017 2016 Land Value $260,476 $260,476 $212,662 Building Value $104,734 $104,734 $104,734 XF Value $568 $576 $584 Market Value $365,778 $365,786 $317,980 Assessed Value $137,480 $134,653 $131,884 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $228,298 $231,133 $186,096 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Widow Exemption 1 $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLDEN GATE PARK ADD PB 6-130 LOT 4 LESS E6.05FT & E1/2 LOT 5 BLK 1 LOT SIZE 68.950 X 140 OR 14550-664 0590 1 Generated On : 4/12/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,500 $50,500 $50,500 Taxable Value 1 $86,980 $84,153 $81,384 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value 1 $111,980 $109,153 $106,384 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $86,980 $84,153 $81,384 Regional Exemption Value $50,500 $50,500 $50,500 Taxable Value 1 $86,9801 $84,153 $81,384 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/1990 $90,000 14550-0664 Sales which are qualified 09/01/1979 $60,000 10522-2243 Sales which are qualified 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://www8.miamidade.gov/Apps/PA/propertysearch/ 4/12/2019 {5� P : = q h (GCp - GCp j) V (mph) 175 1620 FBC l r HV HZ, or Fig. 26 5-la Risk Cel gory II Tahlc 1.5-1, page F..I—e• C Sanian 26.7 Kd US Table 26.6- I, page 25(1 KA 1 Figwc 26.8-I, page 252 GCp, (118 .0.19 0.55 pnd, ol'nad 3112 14.0 degrees meta 14.0degrees Specialty Engineering Consuhants, Inc. E eta .4 1599 SW 30 Avenue, Suite *20 Boynton each, FL 334326 b FL. CA It 009217 Wind Velocites in South Florida Dade Broward Falm Bach Risk CaL I 165 I56 156 L— risk to humans f , shuts Risk Cat. 2 171 170 170 Single Faintly Res id— Risk Cal. 3&4 186 Igo Igo ssrn Edal Facilities IJ}' X71 14.0 1 -11.4 No. 77012 : n' ,�p� STAT OF ONAI- '',11111111111111111 MAR 2 0 2019 863 NE 92 ST MIAMI SHORES FL 33138 IF n J 110-3/8 X 49-1/4 60) FL16736.2 ZONE 4 35-3/4 X 49-1/4 60) FL16736.1 FC Lam/ EGRESS ZONE4 C PR 2 /� 110-3/8 X 61-3/4 110-3/8 X 49-1/4 35-3/4 X 49-1/4 (+/- 60) FL16736.2 (+/- 60) FL16736.2 (+/ 60) 736.1 `i `o BED '3 S ZONE 4 ZONE 4 ZONE 4 µs N EGRESS i L -� 3 BATH 1 T-1 35-3/4 X 37-1/8 60) FL16736.1 \ ZONE 4 � ,a 5 KIT 35-3/4 X 37-1/8 60) FL16736.1 \ ZONE 4 y (� NS GARAGE B." 36 X 49-1 /4 60) FL16736.1 DINING LSD ZONE LIVING 0 PC 110-3/8 X 61-3/4 60) FL16736.2 ZONE 4 M ar,i SI—res Vidage �` ',PPr�OVFD BY DATE Z-1 1tiG DEPT M D a DEPT l� . 3-EJECT TO COMPLIANCE WI FH ALL FEDERAL ^ F AND C(_UP1'Y PALES AND R�:`;U�_ATIONS BELL BATH v f�'S• • • • • r Wr IIY • • • • 35-3/4 X 37.1 /8 �•••• 6736.1 CjfJ�• Z• 4 •• • • • S a BEL? I ll." i TO 1-1 ...... U ..•. 35-3/4 X149-1/4 • • • —' • (+/- 0) FL16736.1 • i1 3c(2 3.. /EGRESS �. • •..... ' ' • 110-3/8 X 49 1 /4 • • • • (+/- 60) FL16736.2 ZONE 4 c� 4C3 1/4/2018 Florida Building Code Online till Y BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats @ Facts I Publications FBC Staff BCIS Site Map Unks Search �,�+► Product Approval dFlorida p I USER: Public User 6.. Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL * FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 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 U 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 • • • • • • • • • Validation Checklist - Hardcopy Received • • • • • • • • ••• Certificate of Independence ••• ••; ••� • V173�•R2 COI EvalReoort871C.pdf • • • •• Referenced Standard and Year•(o&§landard) • ••• Standard • •• ; • • AfMA/VYDMA/CSA/101/I.S.2/A440-08 ••� i• • �•• �•• AS E;886-05 • • • ASTO E41296-09 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%2flZmgTgPohLz6ontOd5HABPugYU IX1 zzFJrTCXA%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 EvalReoort871C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 i HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. 12 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 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvaIReport869C.Ddf 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. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Conyriaht 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 mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M ag M Rh c Credit Card I Safe • • • ••• 0 • https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%lflZmgTgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%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 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 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h 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 Lucas A. Turner, 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- 1117.021, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 14-0916.1 It • 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 6th 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.'r d6*&t:h4ve,•cwr:dd IAfend to acquire, nor will I acquire, a financial interest in any other entity involved in the tes;ni ar a'* 0 process of this product. • . • .. ... ... ... Lucas ' Turner ...... Al tab-i'tt No 56201 : .�••9; STATE OF0. Ft AZ 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER - LARGE MISSILE IMPACT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 GLAZING DETAILS..................................... SECTION VIEWS &GLAZING DETAILS 3 ....4 EXTRUSIONS & B.O.M............................... ANCHOR SCHEDULE & NOTES................5 INSTALLATION DETAILS ...........................6 GENERAL NOTES: CYlysL(Yom 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW �]7d SYSTEMS L� TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. 1900 S4THFLORIDA E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW CF34474 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 3. CONFIGURATIONS:'OX', "XO". HORZ, SLIDER 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-0401/09. _j - -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES F 0 < w w O o ASTM E-1300-04e01/09. z w _.j 0 a Z w Q O 3 w � 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR Z F Lu Z}Z � Z Z 2 ¢ w DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O w O O O F O Q M F w 00 cj Z Z Z ANCHOR CALCULATIONS. - U) � j 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY z Q >_ OOt=) 5U- F- Z LL 2 ZOO LL Z < 3 O H - � Z - LOCKS ARE INTENDED TO BE LEFT U rn UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT ¢ w OLL MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND o w o w - w FLYING DEBRIS. CL Z = a - y 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT O a w0 (L2: F w w 3 wa ct USED AT FIXED MEETING RAIL AND HEAD/SILL. • • ��p10�REW P 8. SERIES / MODEL DESIGNATION HS-8200. • .�c .•.. • .,r4�•, J� 9. THE DESIGNATION X AND O STAND FOR THE FOLLC.WINCS: • • • •:JG .' "kv -0-4 , G� X = OPERABLE SASH, O = FIXED SASH • • ; • !N; No 5829? 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IR A ERMLAR • • • • '. * • �• • • • - : a LOCATION. •••••• -9 • 59STATE OF•; W EXTERNAL W EEP SLOT = 1/4" 1" LOCATED 4' FROMrBOWW • O11. (4 R. x ENDS. • ��FS�. R 1 p L•• •Yurne • •• •••••• **: �V. ri . . . ...... 2017-05-22 ; • • • • 9/a2/2017 . 1 Uj444.00 ; • CUCAS A. TURNER!P.E. •�•• FLPE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +/- 60 PSF I LARGE MISSILE IMPACT GENERAL NOTES AND ELEVATIONS TEF I 10/11/13 CWS-869 C 'ALE: SHEET 1:20 1 OF 6 QUANEX DURASEAL IG SPACER 7/8' OVERALL 3/16" ANNEALED OR TEMPERED 1/4' AIRSPACE 7/16" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2' GLASS BITE GLASS GLASS TYPE A FIXED WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT 7/8" OVERALL 1/8" ANNEALED OR TEMPERED Q Z 3 a Z 30 318" AIR SPACE Z W-1 p0 a Z w 5116"LAMI 0 ~w3>-033= LL Z 1/8" ANNEALED Z S m a W O O .090 DUPONT PVB INTERLAYER L) Z N Z Z~ j y 118" ANNEALED Q O LL m ZO OO LL Z > Q ¢� W-=O- ONO~Ztn 53:2W O D y QUANEX DURASEAL IG SPACER PURFECT GLAZE"H" 9 SIKAFLEX 552 W a IL a O W V1 Z S a 0 p aj o WP0 W=aU) F- a a a3a 11 1/2' GLASS BITE • 4 ,,% �1oa�8�t • • �' w ' 30 • 16 • • • No 582 1• tiUl • •••••• ro ; a • �: ST47E OF S[v ol GLASS TYPE B SASH GLASS •••••• •• • ••••• • • • • • • • • • • • • • • • • • • •••••• •• ••• 9/ 2017 0.6 • • 6LICAS A. tL%tAjlP.E. • • FL PE # 58201 • • • 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GLAZING DETAILS TEF 10/11/13 /G #: 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 F(ITEMS 44 & 46) • • • • • • • - - •••••• • • •• • • .• •• JAMB IMPACT HOOKS (ITEM 42) • • • • • • OR ROTARY LOCKS (ITEM 23) • • • LOCATED AT THIRD POINTS. • • • X i NOTES: • • • EITHER IMPACT HOOKS OR ROTARY LOCR9 • 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 SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER IMPACT a i 3 ¢z3: I- QwQ aw0o o zwz O�z w U.Pw3z�3mx z z=m¢XwOQ O OI-O mo U ¢=w U z -U)-ZI-tea z Q � �jU- ¢ HZLL200OLLZ tr i� ~c~i~zvi w QO�v}iOW(oW U. S2Z:r ui QJ(AF a. a womw o- I.- a. W a • • • • S�jG�••�lciii �ri2� No 58201 • i �7 • <�i; •••w-0 •*i••••�a iM STAZE OF •;mow, •• •�OS•14H...•'(y'``� • • • • • • • 9/2 /2017 • o6UCAS A. tWFT,p.E. • • FL PE # 58201 • • • 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS TEF 10/11/13 IG #: REV.: CWS-869 C ALE: SHEET 1:2 3 OF 6 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 Cover, HD Fixed Rail, PVC 5 P-4638 #8 x 2 112" Ph Mod Truss Type A' 6 P-3342 Seam Sealer, SM5504 7 S-1776 lRoller Track 8 S-6013 Screen Adapter, Jamb, PVC- 9 S-6014 Screen Adapter, Head & Sill, PVC 10 P-4479 Weep Coverw/ Flap 11 S-6064 Glazing Bead 12 H-6050 Sash Meeting Rail, PVC 13 H-6051 Sash Pull Rail, PVC 14 H-6052 ISash ToWBot. Rail. PVC VENDOR MATERIAL 31/8"-1 Mikron PVC Keymark Alum MikronPVCAjax Steel2 11/16"L#k 3 9/16" Schnee Silicone Keymark Alum Mikron PVC Mikron PVC PVC FRAME FLANGE-6049 M&M Nylon Mikron PVC Mikron PVC 16 H-1498 lReinfbircement. Sash, Side Rail Keymark Alum 17 H-1699 Reinforcement, Sash Pull Rail Keymark Alum 18 P-3429 Wstp., 0.270 x .187 back FinSeal, Gn Uftrafab 19 P-3783 Lock, Impact, PVC Interlock 20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel 21 P-4069 Keeper, Impact, PVC Interlock 22 P-3539 #8 x 3/4" Square PH Tek, Wht. Fastenal Steel 23 P-4958 IRotary Lock Interlock 24 P-4633 8-32 x 1/2" Barrel Fastener Interlock 25 P-4952 Keeper, Rotary Lock Interlock 26 P-4779 Roller, Tandem M&M Nylon 27 P-3541 #8 x 1/2" Quad PH TEK 2 Zinc Fastenal Steel 28 GLASS SEE SHEET CARDINAL GLASS 29 Purfect Glaze'H• or Sikaftex 552 Henkel/Sika Silicone 30 P-3028 Set. Blk., 85 Our., 1/8' x 7/8" x 2" Lg. Frank Lowe Rubber 31 P-3218 Screen Frame Allmetal RollForm 32 P-4754 Screen Comer Key Allmetal Nylon 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon 34 P-3029 Screen Pull tab Summit 35 P-3033 Screen Spring Fla. Spring SS 36 P-3228 Screen Spline Dapa 37 P-4772 Screen Cloth, Fiberglass 40 P-3113 Screw Support, PVC Team Plastics Rubber 41 P-3752 Cap Plug, 1/2" Hole M&M Nylon 42 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 S-2000 jimpact Channel, Sash Keymark Alum 45 P-3748 #6 X 5/8 Ph FH TEK, Zinc, Painted Ajax Steel 46 S-1999 Impact Hook, Frame, Head Keymark Alum 47 H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC 48 S-6055 Roller Track, PVC, (Anti -lift) Mikron PVC 49 P5250 Lock, Impact, PVC, w/Flipper Interlock 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal Steel 3 1I8' 1/16" 1 7/8" L tllf HD MTG RAIL-1681 PVC FRAME FIN-6048 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 6 2 3/16' 1 15/16" S f'— � �--23/i6' 1 14 3 13 15I/8" 15/8• 15/16' 1/16• i q W13" q 1/16" — ,N6" 2 PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 3116 O L 6" 1 5/16" 46 7/8" 1/16" PLAN VIEW-1999 HEAD IMPACT HOOK - 1999 0 3/16" O L 6" 5/8" � 1/16" PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 0 3/16" O 1 5/16" 7/8' 4 PLAN VIEW - 1577 ALUM SASH IMPACT HOOK- 1577 3/16" t I- 3" -{ 1/2" I I 4D r SCREW SUPPORT -3113 WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT a z 3 az� F pw0 Owoo O 7(0i ZOZ OwZm a 3}Z 3_ U. z=2¢�wOp 0 OHO Q=Ifw U 0 Z (L te a Z Q �50- PZLL2000LLZ w 0Ow(nawmw D zya O-jm� ya•� X = w a=ulv}i - 3/4• d � a. w (L 1• 15 � 1 T� �r4u�n1ip� L 1116 15/16' • • • P' 10111 SASH MTG. RAIL-1497 L II�� • % I -I' �GENS••;�•Q��i� SA41 REIWFP,.1699 • • •+�� : No 58201 � 9 •• • •i•t • 76 7 a9 STAiE OF S.B.R./S.S.R. -1498 • • • • ✓i�� S1/16 /0ffyy�t •�N,�p ROLLER TRACK - 1776 • • • 'so"'Nr' • •••••• •• • ••••• „ •'�-Ifs . .. ...... 9l1(# II j Lip - • • • •L•--• • PVC GLAZ -READ - 6064 tl •� 1/16' • • • • • 9/2ti2017 • GLAZE BEAD► 1112 • • • • e1.j1CAS A. Ti1RRIM, t.E. t/2"/e y • • • FL PE # 58201 3/8• , 5116• -{ • • • • 1239 JABARA AVE. 8 8 NORTH PORT, FL 34288 1/16•� PH.941-380-1574 PVC SCREEN CATCH - 6013 1/16" SHEET DESCRIPTION: PVC ANTI -LIFT - 6005 FD(ED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 1 1/8" y s/1s• I BOM AND EXTRUSIONS 9 DRAWN BY: DATE: T— 1/16' TEF 10/11/13 PVC SCREEN SUPPORT - 6014 DWG #: REV.: CWS-869 C OTHERWISE NOTED. SCALE: 1:2 SHEET 4 OF 6 LINE ITEMS NOT USED: 4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS 3" (TYP.)�'I 6" MAX (TYI 6" MAX (TYI 17" MAX O.C. (TYPJ ANCHORLAYOUT- (FLANGE) OTE 2 INSTALLATION ANCHOR(TYP.) 4" MAX (TYP.)- 4• MAX (TYP.)- 8" — MAX O.C. (TYP•) �{ �8' MAX. O.C. (TYP.) X O X ANCHOR LAYOUT - (FIN) ••1••• • •••••• WINDOW SYSTEMS LS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT z 3 ¢z3 ❑Wo awoo 0 7cw 0=Zm ¢ 3> 3_ z z=�Z¢�W00 O OHO Q=Fa U 0t -za-HrnD- Z O � �jU- ¢ zoozo U i3oWomoz 0a Z� w 2!L' 0Wrn� a o WH0 Ir W=�N a F a W , •0 • • -%-I,�0ENS `�4 •Pii22i • N. SUR �• t�9 :tit• •• ;*C • * •i a' •••••• fz'L STATE OF tut • • • • • • • • • NA1-e 0- • • hNfA�tiAlilf 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 BEARIN6091PI"6HALL BE • / '9 • • CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. • • • f^�' • 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. • • : • • • • • 9/22/201 / • • • LUCAS A. TtIR11LR, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATEL?*00& MUST • • • • FL PE % 58201 • BE PROTECTED TO PREVENT REACTION. • • • • 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 SPECIFIED IN TABLE 1, SHEET 6. PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. ANCHOR SCHEDULE AND 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. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE: TEF 10/11/13 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. DWG 8: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW S-869 C 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(E)(TERIOR DOORS) 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 ANCHOR SEE TABLE 1 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBEDMENT BYINSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. A VERTICAL 8 TYPICAL SEE TABLE 1 SECTION SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 1/4' MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM - MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER Ln 11 HORIZONTAL SECTION �/ TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F TYPE ANCHOR TYPE MIN. EMBEDMENT- FLANGE CONCRETE (2.0 KSI MN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" F FLANGE OUT FLLED CMU (117 PCF MN.) CONCRETE (2.85 KSI MN.) 3/16" ITW TAPCON 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-114" 2-1/2' FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" ITW/ TAPCON OR ELCO ULTRACON 1-318" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HLTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.D60" 7116" 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" 1/2" :>ERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE WINDOW SYSTEMS B BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 W W W.CW S.CC SEE TABLE D1 PERIMETER SEALANT 8200 PVC HORZ. SLIDER IMPACT Z z 3 az3 wwoW w-j a BY INSTALLER W Q� Z NSDEAND OUT O Qy3}0X3m INSTALLATION ANCHOR Z Z= M a it W Op OO SEE TABLE 1 O O OFO(jQ=FD: O N F- z CL P rn I \ SEALANT BEHIND FIN BY INSTALLER Z CO 0 O O- z j U- Z V W Z 1 6 HORIZONTAL SECTION Q O LLV � p W - H O ? TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F < 0 O } 3 O U) W LLVIW�QJlNAF a _ w w CL :r Ir W (A a a • • • •,��Pp10RE .�•:"�CENg GQ�y • • • No 58201 • : ?� •• • • a- a �# •.gaga • • * 04-0' •••••Aa 9: W *agog* STATE OF `O:. _ • btu: HORIZONTAL SECTION 8 BOX FRAME INSTALLATION gaga gaga •••••• • • •• •• gaga•• 14#074To�N• 04 • g•••• • •• gaga•• • • • • • • • • • 9/22/2017 • "CAS A. TpRROW P.E. • • • FL PE 58201 • • • • 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 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. INSTALLATION DETAILS TEF 10/11/13 VG #: REV.: CWS-869 C ALE: SHEET 1:2 6 OF 6 1/4/2018 Florida Building Code Online Lv w.ns 'w ' ' • du BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search FI ritla Aft&r Product Approval USER: Public User 6a Product Aooroval Menu > Product or Aoolication Search > Aoolicatlon List > Application Detail � FL # FL16736-112 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 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U 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 • • • • • • :R'• %licdptian C.Mcklist - Hardcopy Received • •• • • • • ••• • Certificate of Independence • • • • • •'FL1E736, RE 13OI EvalRenort871C.odf Referenced Standard and Year (of Sj& laFj • • • • d - • • ' • AAMA/WDMA/1CSA/fOl/I.S.2/A440-08 ' •' • • • • • AST M E1886-QS ASTM E1996-09 • PA/TAS 201/202/203 ••• • • • • ••• • • • • • • • • • • Equivalence of Product Standards • • • • • • • • • Certified By • • • • • • • • • • • Year 2008 2005 2009 1994 https://www.floridabuilding.org/pr/pr app_dti.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 CRImmwry of Drndueic 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 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, ill" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE Eva IRego rt869C.ndf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Convriaht 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe ....... . .. .. . ......... . • • . • 0.0 .. ... ...... • • 000 • . • 000 • 000 .. . . • • • V0.0 ... https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fiZm6TgPohLz6ontOd5HABPugYU[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 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`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-871 C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -lA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101 /I. S.2/A440 `08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-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. 17-0206.101 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. �.. ... ORLWQ Lucas No 58201 Turner •• •:. 2017-08—:iO 00� *' e : 16:09+20b0 ..' :'o•r ..... ; STiT�PF00 .: : ..: 0 •.• 0 8/29/2017 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER -LARGE MISSILE IMPACT GENERAL NOTES: �/��(1�1��]�/J� 1. THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED WIN--DOWSYSTEMS �• TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 75 1/4' MAX. OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH 33' GLASS DLO 64 1 /4' MAX. FLANGE HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 C ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 59 9/16" MAX. SASH HEIGHT 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-130D-04e01109. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT • REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED T06E LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRQ4UCT MBUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE W Ih6S AND FLYING DEBRIS. • • • • • • • • 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOIIQI•IMISEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 0000 • 8. SERIES / MODEL DESIGNATION HS-8200. **see* • 8200 PVC HORZ. SLIDER IMPACT F- Z i 3 az3: ❑WO < W J I] W ZOZ wM_ LL Z O F W zm:m �_�w U Z OHO UyF-ZaFya p � z~_ • r Z V 2 Z O LLUU z •a 0 �Q3Q0u~i�ibibi •0a�t}•nOla�nw of 3 0. Oslo ~ 0 a a = • LLJmIr in CL ow: •• _d�_uOAfiW�Ji. 9. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:' • i • • �� P�'v�C�r+/wryer'; • �' X = OPERABLE SASH, 0 = FIXED SASH • • • • L'N: No •�sx)i • i:� ' 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS INM"1104 i * : +► • • LOCATION. • • • • • 9 • ; a • �" ST/A'i �OF• w�k/� 11. EXTERNAL WEEP SLOT = 114" x 1" LOCATED 4' FROG BOVFI;. JDS. • •�� '��•:�( ��1 p!: • •• Al- l�0 to lost, MAX. UNIT SIZE I DESIGN PRESSURE RATING IMPACT RATING 74" x 63" 1 +/- 60 PSF LARGE MISSILE IMPACT LucasTurne- r 2017-09-22 9/22/2017 13:58-04:00 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 10/10/13 \ DWG#: REV.: /l CWS-871 C SCALE: SHEET 1:15 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 8 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) WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT S z 3 az� I- Ow0 awnno w zoz wm=L Ow ~w�ZO�:m= Z ZSm<mwp0 O OFO ¢=Fw 0 UtnF-ZdFV)a 0 z0U)-ZFZ)Un • O-50 zou)ZO • •F_IL20IL .. • •: .w On • Z=Wrno��Lu hs••••s •••••• iF0•w=i •••• • d F CL L• • •••�NDRtiW�'fIi • • • •••• • .. .. • •�•�� tNo •6CiW • �� r 7/8' OVERALL • • b : • • a= ate, STAIR a7F• 4C�4u- • • 1/8• ANNEALED or TEMPERED • • •1 i .p :,R 7/16' AIRSPA-1E • �AO}l1At- c • ��plup�i�� 5/16' LAMI • • • 1/8' ANNEALED = DUPONT PVB INTERLAYER 1/8' ANNEALED 9/22/2017 3 PURFECT GLAZE-H' LUCAS A. TURNER, P.E. SIKAFLEX 552 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTIDN: 1/2' GLASS BITE K SECTION VIEWS AND QUANE X DURASEAL GLAZING DETAIL LIG SPACER DRAWN BY: DATE: ADE 10/10/13 DWG #: REV.: CWS-871 C SCALE: 1:2 SHEET 2 OF 5 SETTING BLOCKS PER FBC 2411.3.3.1 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 2 H-1699 Reinf. S.B.R./S.S.R, Keymark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 21 5 H-6048 Main Fr.. SH, w/ Fin.. PVC Mikron PVC 6 H-6050 ISash Most. Rail, PVC Mikron PVC 7 Hf051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Fig., PVC Mikron PVC 9 P-3029 Screen Pull Tab Summit 10 P-3033 Screen Spring, SS Hurley 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RollFomm 13 P-3228 Screen Spline, .155 Dia., Bilk. Dapa 14 P-4754 Screen Frame Comer Key Allmetal Nylon 15 P�3342 Seam Sealer, SM-5504 Schnee Silicone 16 P,3352 Set. Bilk., 85 Dur., 1/8" x 5/8" x 2' Lg. FrankLowe Rubber 17 P-3429 Wstp., 0.270 x .187 back FinSeal, G Ultrafab 18 P-3539 #8 x 314" Square TEK 2 Zinc Fastenal Steel 19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 21 - or P-5250 Spring Lock, Impact, PVC Interlock 22 P-4779 Roller, Tandem M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Cover w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Znc 28 P-4952 Keeper, Rotary Lock Sullivan Zinc 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gn Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Cover Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET CARDINAL GLASS 43 Purfect Glaze "H". SikaFlex 552 lHenkel/Sikal Silicone 3 PVC FRAME FLANGE-6049 3 1/8" 3 5 9/16' O 2 1/8' 1/16' i� 1' FIXED RAIL - 1836 PVC FRAME FIN-6D48 r-23/16' /�j 'j 9116° IL 7 &1/16 1 5/8' q 1 5/16' 1/16' 1/16"" PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER- 606 0 3/16' 0 ir= 6" t 5/16' 35 7/8' 1116" PLAN VIEW-1999 HEAD ACT HOOK -1999 $ 3/16" O I 6. 5/8" T— 36 PLAN VIEW-2000 PANEL IMPACT CATCH -2000 3/16" 3- --1 —1/2' r SCREW SUPPORT-3113 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 1' � 1 1/16' SASH MTG. RAIL-1497 3/16" 3/4' r 3 1/16' S.B.R./S.S.R. - 1498 t/4 1 PVC GBEAD - 6064 CORNER CONSTRUCTION Q.,,q 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC CORNER WELD (ALL SIDES) 8200 PVC 1:8 HORZ. SLIDER IMPACT 15 6 Q z QZ3 F C LUO aWOpW Z WJ0 W ZOZ Qf=00=Zm z Z=2 WWOO FDCED MEETING RAIL O O I- O t j Q=� X SCREWED TOGETHER WITH O O f� Z 0- H ,n A OUTE1:8 Z 7 U 3 1:8 •a; }ZO1OZOLLMOu_U i�OI•�b • • •• 2 •- 'Lora. OJ d♦H • • ?=a •U, 15It6' •s/Rf 166 UPOO o.X SASH,e IV.!'V99 • , ►u n, • • • •,�� PtlDibl::yiii�i Ins" s&W/a; . de•��p!,��•'Ay', • • •• �. 34 • 41.6 J No Zili • j,-P ROLA TRACK! 1776 � • • � STAND 4W. Ww 7— 31 • • • 9/16L 1116' GLAZE BEAD -1 t 12 y� 1/2" 11/8"-j 3l8" 5//16"j 9/22/2017 38 � �1_r, -LJ LUCAS A. TURNER, P.E. 1/16" L- 1116• FL PE # 58201 PVC SCREEN CATCH - 6013 PVC ANTI -LIFT - 6005 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 5/16" � 1 SHEET DESCRIPTION: 39 BOM AND EXTRUSIONS 1/16' PVC SCREEN SUPPORT - 6014 DRAWN RV' I nATF• ADE 10/10/13 IG #: REV.: CWS-871 C ALE: SHEET 1:2 3OF5 12 1/2' MAX. O.C. (TYP. 6- MAX. (TYP.) 6" MAX. (TYP.) 17' MAX. O.C. (TYP.) L 3" (TYP.) 3" (TYP.) SEE I 1 I O I r I I I I X I I I ANCHOR LAYOUT -(FLANGE) NOTE 2 4" MAX (TYP.) 4- MAX. (TYP.; INSTALLATION ANCHOR (TYP.) 8' - MAX O.C. (TYP.) �8' MAX. O.C. (TYP.) , I I I I O 1 I I I v I ^ 1 I I I I I ANCHOR LAYOUT - (FIN) EE NOTE 2 •— INSTALLATION ANCHOR (TYP.) Dwlbm' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Z 3 4Z0 OwO NW-Dw p ZOZ wz afn3�Z0W Z 2 m< W W O p OI-O ¢=Fw 000�-ZaE-UI- Z-j-ZE-p(q OZUwZ�U- •E-a-li2 p��p��=.,..0Z c;0 •pp Q(AaW _~W0.• w3wy� •r r J • s. • 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: FKWAAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS) No"2W•r15 • a srAtt VF• a LU, g�aNA1.�r�. 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 MIN. EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE DIST. 1/4' MAX SHIM SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN. EDGE DIST. MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND / FLANGE BY INSTALLER 1/4- MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT - BYNSTALLER INSIDE AND OUT SUBSTRATE BY SEE TABLE 1 1/4" MAX SHIM MIN. EMBEDI SEE TABLE 1 MIN. EDGE DIST. \ SEE TABLE 1 l A\1 VERTICAL SECTION ,5 TYPICAL SILL ANCHORAGE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER BBHORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS TYPE ANCHOR TYPE MIN. EMB CONCRETE (2.0 KSI MIN.) 3116" TTW TAPCON 1-1/2" 1-1/8' 117 PCF MIN. 3/1W ITW TAPCON FFLANGE CONCRETE (2.85 KSI MN.) 3116" ELCO ULTRACON 1' 1' GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2XMN. SOUTHERN PINE (G=0.55) 3/16" TIW 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 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 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" PERIMETER SEALANT BYINSTALLER INCR]F ANn (111T WINDOW SYSTEMS �lv MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 WW W FLORIDAS.CC 34474 1/4" MAX SHIM 8200 PVC L1 HORZ. SLIDER MIN. EMBEDMENT SEE TABLE 1 IMPACT a i 3 <Zo PERIMETER SEALANT Z W J O a F WF O LU F Z BY INSTALLER INSIDE AND OUT W O Z O Z W I - Q U) 3 O K 3 m INSTALLATION ANCHOR LL Z O Z}Z Z I m Q~ 3 o_ SEE TABLE 1 0 OI-OLj�=OW F- Z Z~ SEALANT BEHIND Z j FIN BY INSTALLER • Z i p Z V uj Z O U �C HORIZONTAL SECTION _ • • •F 3 OW _O = LL O Z V TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR;IjIwb•fAvTION • Q M - w to j 3 00 •ZNW(AO�<OW •••�•• • •— •••••• =a•$q i~I•w3wO •••• • a � °-•C••�• • • • • • • • • • • • • • • 2, � b iNR,"7� • i;� 031li : No •%*Vcz • • • • • • • 9' srAt wove ft"W 00 E 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 INSTALLATION DETAILS ADE 10/10/13 VG #: REV.: CWS-871 C :ALE: SHEET 1:2 5 OF 5