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WS-15-621Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231857 Permit Number: WS -3-15-621 Scheduled Inspection Date: April 08, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SAFDIE, CHARLES Work Classification: Window/Door Replacement Job Address: 126 NW 108 Street Miami Shores, FL 33168-4313 Phone Number Parcel Number 1121360100030 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 tsuuamg uepanment comments REPLACE 10 IMPACT WINDOW INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 07, 2015 For Inspections please call: (305)762-4949 Page 37 of 41 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number 126 NW 108 Street 1121360100030 CHARLES SAFDIE Miami Shores, FL 33168-4313 Block: Lot: Owner Information Address Phone Cell CHARLES SAFDIE 126 NW 108 Street MIAMI SHORES FL 33168-4313 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 le of Work: REPLACE 10 IMPACT WINDOW of Openings: 10 iitional Info: ssification: Residential inning: 4 Fees Due Amount CCF $7.80 DBPR Fee $3.00 DCA Fee $3.00 Education Surcharge $2.60 Permit Fee $200.00 Scanning Fee $12.00 Technology Fee $10.40 Total: $238.80 In consideration of the issuai pertaining thereto and in strict accepting this permit I assm required for ELECTRICAL, OWNERS AFFIDAVIT: I construction and zoning. Authorized Signature: Valuation: $ 13,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS -3-16-64869 03/27/2015 Credit Card 03/20/2015 Check #: 2337 $ 188.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In bility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are IECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating wthwiZia-_the above-named contractor to do the work stated. / Applicant / Contractor / Agent March 27, 2015 Building Department Copy March 27, 2015 1 BUILDING PERMIT APPLICATION q Miami Shores Village Building Department MAR 20 215 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 . Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 r FBC 20 10 Master Permit No. UjS i S G Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: lao W.W. 108 5r City: Miami Shores County: Miami Dade Zip: �)-5 I U 6 Folio/Parcel#: 11- Z 1 5(9-OIy'C)O30 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Cta A2-5AA--01 E Phone#: Address: 1 Z(o OW' I®b -. City: [110'1''11 Z)j4oeA+ t) State: iZ Zip: 331(06 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 1- LCyZ.IC A +-tors A 0c. Phone#: Address: 4 of d 5W. 30 AVE 954 -1Q7 -w41'5 City: RaLldI V-7coc) State: FL Zip: Qualifier Name: u3F lwe T- 13L)V-W G:rr Phone#: State Certification or Registration #: (-(OC- Col 84u Certificate of Competency #: DESIGNER: Architect/Engineer: Address: yCity: State: Value of Work for this Permit: $ l Qcn Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace Description of Work: M 10 IMPaC7" uai000ws• 51 V FDe- 51z Specify color of color thru tile: Submittal Fee $&D • Permit Fee $ CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) 3331'2. 954-1CfZ4415 Zip: ❑ Demolition CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ . it .t Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work 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 approve nd reinspection fee will be charged. Si nature Si natur g g OWNER o AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 98 day of r1Nzr-H 20 I! . by me or who 51'-"'Ptote who is personally known to and who did take an oath. 4 I as The foregoing instrument was acknowledged before me this 18 day of rIAZ H . 20 19 . by wmwe `E' t5tDP-Ltor . who is personally known to me or who has prodrodid as identification and tike an oath. NOTARY PUB.LJ,C• Print: Print: Seal: XV17 Seal: �� r Zoning APPROVED BY I flans Examine i Structural Review Clerk (Revised02/24/2014) OFFiCE OF THE �TY �, ��A� ��ro: . Summary Report Property Information Folio: 11-2136-010-0030 Property Address: 126 NW 108 ST Owner VICKIE L RICHARDSON & CHARLES SAFDIE Mailing Address 126 NW 108 ST MIAMI SHORES, FL 33168-4313 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,543 Sq.Ft Lot Size 9,150 Sq.Ft Year Built 1950 Assessment Information Type 2014 Year 2014 2013 2012 Land Value $98,074 $44,981 $44,981 Building Value $112,811 $113,736 $129,038 XF Value $2,371 $2,396 $2,476 Market Value $213,256 $161,113 $176,495 Assessed Value 1 $163,529$161,113 $50,000 $176,495 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $49,727 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). BShort Legal Description DUNNINGS MIAMI SHORES EXT 6 1 PB 51-31 LOT 3 BILK 212 LOT SIZE 75.000 X 122 COC 24295-4076 03 2006 1 Generated On: 3/8/2015 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $113,529 $111,1131 $126,495 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $138,529 $136,113 $151,495 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $113,5291 $111,113 $126,495 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $113,529 $111,113 $126,495 Sales Information Previous Price OR Book- Qualification Description Sale Page 2008 and prior year sales; Qual by 03/01/2006 $445,000 24295-4076 exam of deed 10/01/2003 $255,000 21777-1134 2008 and prior year sales; Qual by exam of deed 04/01/2003 $177,000 21226-0719 2008 and prior year sales; Qua[ by exam of deed 2008 and prior year sales; Qual by 03/01/1987 $67,500 13235-3566 exam of 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.govriinfbldisclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/8/2015 V (.ph) 175 1620 FBC for HVHZ, or Fig 26.5-1a Risk Category R Table 1.5-1, page 2 Et;postne C Section 26.7 Kd 0.85 Table 26.61, page 250 Ku I Figure 26.8-I, page 252 GCpi 0.18 -0.18 0.55 pitchofmof 3112 14.0 degrees Ote. 14.0 degrees Sped EnOlneerltt0 CorrevBen�, Inc. y�atNEE4, . 1509 SW 30 Avenue, SWte 026 ., c Boynton Beach, FL 334328 ;y FL CA 0 009217 h °sl 9�Q� VJhM Vetoc tae "' outh Florlde Dade Browerd Fal. Beach Risk CaL 1 165 156 1 156 1I.ow risk to hums sheds Risk Cat 2 17S 170 170 S' a Famil Residences Risk Cat 3&4 1 186 I80 I 180 I Esaeatial F�iSties. 40.9, 45.1 .3 o � � 'o No 6 � * :MAR 015 OR I'o ®see Ams ofm. Ares ofm nect Area of Area ofconr t Area of Area doom Area ofoom Areaofcom Area ofmm Areaof t Arse ofcotn t 10.0 of 15.0 sf 20.0 sf 25.0 of 30.0 sf 35.0 .17 40.0 sf 45.0 of 50.0 sf 55.0 sf 60.0 sf Mean Roof ll.iahl 2 Zone Zone 4 Zone 5 Zane 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 8.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 -49.8 41.0 49.0 .40.6 48.3 -40.2 47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 -49.7 41.1 48.9 -40.7 48.2 -40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 -43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 -40.8 -48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 -40.1 46.2 1 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 -41.4 -48.3 41.0 47.5 -40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 1 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 1 45.3 -54.8 1 44.9 -54.0 44.4 -53.2 1 -44.0 -52.3 43.6 -51.5 1 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 1 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 1 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 1 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 1 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 1 47.3 -57.2 1 46.9 -56.4 -46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -51.6 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7Q� 6 29 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44 8 `�l 44 M 1 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 °80.5°° 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 40.9, 45.1 .3 o � � 'o No 6 � * :MAR 015 OR I'o ®see MIAMI SHORES BUILDING DEPARTMENT . PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 126 NW 108 ST MIAMI SHORES FL 33168 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -53.6 517/8 x 49 3/8 NO NO YES 2 .), FL16736.2 .l, •l• .1• -43.4 109 3/8 x 49 3/8 y y 3 .l. 11 •l• •l• •l• 1l 109 3/4 x 60 3/4 y •l• .l• 4 .l. FL16736.1 72 x 60 3/4 .l• •1• •l, 5 517/8 x 371/8 .l. .(. .l. 6 35 7/8 x 371/8 .l. �, •L 7 .j. .l. .l, •L .L -53.6 517/8 x 49 3/8 8 1. 517/8 x 371/8 9 -43.4 35 7/8 x 371/8 10 -53.6 517/8 x 49 3/8 Florida Building Code Online Page 1 of -2 `c' 1.-!2;'1i�9'al BCLS Home ;Lag In � User Ragistratlan Hat TaPic. � Submit Surcbarge � Stals & FaOs BusinesProess al PER: 2004 ASTM E1886-05 Pubroduct cUserApp -.. USER: Public lJs� ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Product Awwaval Menu > Product nr Aodkatian Seattb > Aaplimfi n List > Appikation Detan FL # FL16736 Application Type New Code version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phorie/Email Category Subcategory Compliance Method N-. Custom window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Michael LaFevre mlafevre@cwrs.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cvjs.cc Cal Ledy' 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 ciedy0cws.cc (IffD 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2020 Steven M. Urich, PE ® Validation Checidist - HardcDpy Received R t 6736 RO COI EvalReo CWS -871 (HS -8200 74 x 63 IMPACT) odP standard Year HAMA/WDMA1CSA(101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005• ASTM E1996-06 2006 PA/TAS 201/202/203 1994 httpltwww.floridabuiiding.orglpr/pr app dil.aspic?pamm=wGEVXQwtDqu8obl%2fIZm6... 9/19/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 0225/2014 Summary of Products Page 2 of 2 16736.1 * D Model, Number or Name Description 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 ip HVHZ: Yes FlLl6736 RO II CWS -871A (HS -8200, 74 x63. Approved for use outside HVH_ Z: Yes IMB&Mjad Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Mlsslle, 74" x 63", DP +/- 60 psf. Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.o4f FL1.6736 RO AE EvaiRen CWS -871A CHS -8200. 74 x 53. IMPACT).Ddf FL16736 NO AE Ouanex (Mlkron) NOA t2-1017 02.ndf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FFL116is6 RO rI CWS -869A (KS -8200. III x 63. Approved for use outside HVHZ: Yes IMPACFS.Ddf Lnpact Resistant: Yes Verified By: Lucas A. Turner 58201 'Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 111° x 631, DP +/- 60 psr. Evaluation Reports FL16735 RO AF DuPont PVB ROA 13-0129 27.adf FLI6736 R0 AE DuPont SGP NQA 11-0624 02.odf FL16736 RO AE EvalRen CWS -869A CHS -8200 111 x-63, IMPACTI,ndf FL16736 R0 AE Ouanex (MfiQon) NOA 12-1017 02.odf Created by Independent Third Party: Yes M Contatt Us :: HAD North Nome Prone: 850-487-1824 The Stateof Florida Is an ANEEO employer. CowMaht 2007-2013 State of FloMs.:i Privacy Statement :: Acnessib8tty Statement :: Refund, tat Under Florida law, emall addresses are public records. If you do not want your a -mall address n'loased In response to a public-recurds request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional marl. If you have any gtueStions, please - U Ct 850.487.1395. +PursWrd tb Semon 455.275(1), fiorfda Statues, effective October 1., 2012, licensees lid under Chapter 45S, F.S. must provide the Department with an ema9 adduces it they have one. The malls provided may be used for official eommunkation with the licensee. However emall addresses ars public rewnL If you do rut wish to supply a personal address, please provide the Department with an ona0 address which can be made available to the public To detemdsm If you are a licensee under Chapter 455, F.S.. please dick haL. Product: Approve[ Accepts: http://www.floridabuilding.oiWpr/pr app dtl.aspx?param---vGEVXQwtDqu8obl%2fZm6... 9/19/2014 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3804574 FBPE C.O.A. #29779 Evaluation Report 871A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window,. Large Missile Impact (ffVHZ), XO or OX 74x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44k Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida. Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -871A, signed and sealed by Lucas A. Turner, P.E. 2) 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 `04/06/093 and AAMA/WDMA/CSA 141/LS.2/A440 `08 3) Supplemental Calculations to support CWS -871A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871A. Limitations of Use: This product: i May be used up to the sizes and daylight openings indicated in CWS -871A Achieves design pressures of +/-60 psf e Is Large Missile impact resistant and does not require the use of shutters o May be used in the High Velocity Hurricane Zone ® Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27 a Requires Quanex white rigid PVC frame extrusions per Miami -Dade N.O.A. 12-1017.02 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. r ' = 6 `P St ATa OF 2/24/2414 D '-. •. „F° 0 F1 t�? a�` �� Lucas A. Turner, P.E. t •........ {rO�f FL PE #58241 Lucas Tuner 2014-02-24 15:48-05:00 MAX 9ASH WIDTH DE810N PREB RE RATING 3B0 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.......»............................».......1 ANCHOR SCHEDULE & NOTES...,,_ ...................................... ...2 SECTION VIEWS & ALT. FRAME $OX" ALO" & GLAZING..».....3, 4 EXTRUSIONS & BILL OF MATERIALS ................ »....... - ....... ..._5 Lues Turner 201402-241646.05..00 Z PROPRIWTARYANOCONFIDSNnAL =4=4 THE INFORMATWN C WTAMM INTH1S DRAWING IS THE SOLE PROPERTY40FCWMM WINDOW SYSTEMS, M. ANYREPRODUCTION IN PART ORAS A WHORE WRHOUTTHE. WRITTEN PERMISWON OF CUSTOM WMIDOW SYSTEMS, W fs FROHCOMED. _ PVC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE [FBq, CURRENT EDMON, INCLUDING THE HIGH VELOCITY HURRICANE ZONE NM. 2: GLAZING O]PTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "QX", "XO" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 6. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE 3HEE 1 "FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cdd1.9 WAS USED'FOR WOOD ANCHOR CALCULATIONS. S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP 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 ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD(SILL. S. SERIES 1 MODEL DESIGNATION HS -9200. 9. ix OR 2)c WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 - FIXED SASH 11. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12, WEEP SLOTS =114° X 1" LOCATED 4" FROM BOTH ENDS A. FL No SB201 INV —% 1900 SW 44TH AVS. r OCALA, FLORIDA 34474 0C c E GENERAL NOTES & STATS OF RIES: k- .��'. 92001-IVHZ - LARGE MISSLE IMPACT ADE uAT ' -111M4113 NTS owfl. GW -971 A 1OFS 12.11 4�11E ENTER MAX CENTER CL NTER TO CENTER 3- 3" Ael a -- —8- E NOTE 2 Al a,MAX , 7(SHEET4) Qac• (nP) I 1 X 1 I t I (SHEET4) I INSTALLATION ANCHORS TyP- CHOR LAYOUT - TM FIRWe MAX MPJC(TYP)� �O.C.•(TYP) D (SHEETS) SEENOTE 0 MAX (tYP)—T a. MAX O.C. (tYP) E (SHEET 8) D ANCHOR YOLA THRUNAnIrJu (vroaCa+ aunt I E INSTALLATION ANCHORS TYP, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE IW FOR MASONRY OR WOOD, AND 116° FOR METAL USE SHIMS WHERE SPACE GREATER THAN 1116° IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3116" DIA. ITW SUILDEX TAPCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 V4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO L20h[ V A MINIMUM EDt3a.D ' " OF 2112° SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318- INTO, 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. a. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 716° SHALL BE ACHIEVED IN EITHER DIRECTION. 7. 410-181TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. B. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B. INSTALLATION ANCHORS SHALL BE, IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF G-0.65 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM CO*PRESSIVE STRENGTH OF 2000 PSI. . C, MASONRY - MINIMUM DENSITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. 0, ALUMINUM -118- THICK MIi4., 6083 TS MIN. E, STEEL -16 GAUGE (.0801 MIN., 33 KSI MIN. 11 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT pRppRMTARYAND OONFMBRIAL 2/24/2014 VERSION OF THE REFERENCE ObCUMENTS: THE INFORMAVON COWAINO e4 THIS ORAW No IS TM SOU PROPMYOF OUSTOM FMAIAAMA100(FINWINDOWS),F�AAMA200(FLANGEWINDOWS), V UrMNeYetells.INOFCMWO MUMS PTARTORASAwONISwmtOUTtt+e FMAfWDMA250(BOXWfNDOWS),,FMAVAAMA/WDMA300(E(TERIORDOORS). w N IssroNOFarsraManNCaroSYSeMs,tNc-rSPRaHISITFO• A. TURNER, FL P.E. 69201 AlCHANGED EDGE DIST FROM 114° TO ckskmm®� WINDOW SYSTHIS RAF 1900 SW 44tH AVE. Oa", FLORIDA 34414 rrrLe ANCHOR SCHEDULE & NOTES . LARGE MfSSLE IMPACT 6200 HVHZ w' BY: ADE n' 11114113 OOEL: PVC HORIZ. SLIDER NTS .. Naa CWS -871 . L@7'tER A 8HEET: Z OF e (SHEET 8) i O j I I X 3 I � I I I I D ANCHOR YOLA THRUNAnIrJu (vroaCa+ aunt I E INSTALLATION ANCHORS TYP, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE IW FOR MASONRY OR WOOD, AND 116° FOR METAL USE SHIMS WHERE SPACE GREATER THAN 1116° IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3116" DIA. ITW SUILDEX TAPCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 V4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO L20h[ V A MINIMUM EDt3a.D ' " OF 2112° SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318- INTO, 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. a. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 716° SHALL BE ACHIEVED IN EITHER DIRECTION. 7. 410-181TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. B. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B. INSTALLATION ANCHORS SHALL BE, IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF G-0.65 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM CO*PRESSIVE STRENGTH OF 2000 PSI. . C, MASONRY - MINIMUM DENSITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. 0, ALUMINUM -118- THICK MIi4., 6083 TS MIN. E, STEEL -16 GAUGE (.0801 MIN., 33 KSI MIN. 11 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT pRppRMTARYAND OONFMBRIAL 2/24/2014 VERSION OF THE REFERENCE ObCUMENTS: THE INFORMAVON COWAINO e4 THIS ORAW No IS TM SOU PROPMYOF OUSTOM FMAIAAMA100(FINWINDOWS),F�AAMA200(FLANGEWINDOWS), V UrMNeYetells.INOFCMWO MUMS PTARTORASAwONISwmtOUTtt+e FMAfWDMA250(BOXWfNDOWS),,FMAVAAMA/WDMA300(E(TERIORDOORS). w N IssroNOFarsraManNCaroSYSeMs,tNc-rSPRaHISITFO• A. TURNER, FL P.E. 69201 AlCHANGED EDGE DIST FROM 114° TO ckskmm®� WINDOW SYSTHIS RAF 1900 SW 44tH AVE. Oa", FLORIDA 34414 rrrLe ANCHOR SCHEDULE & NOTES . LARGE MfSSLE IMPACT 6200 HVHZ w' BY: ADE n' 11114113 OOEL: PVC HORIZ. SLIDER NTS .. Naa CWS -871 . L@7'tER A 8HEET: Z OF e EXTERIOR INTERi SECTION VIEW AA HEAD IMPACT HOOK MP.) MIDSPAN OF SASH (ITEMS 36 &U) HEADIJAMB IMPACT HOOK/ROTARY LOCK LOCATION z: r- TYPICAL VERTICAL SECTION NOIE� BHOWD FUCED GLASS CUTAWAY SECTION VIEW C -C OVERALL ANNEALED or TEMPERED 'AIRSPACE ,LAMI ANNEALED SWEEPWOKSrEMM -� REN4%L I I—y NB' ANNEALED .494 DUPONT PVB INTERLAYER FORCE WINDS. PROPR®TARYMIDaONYMOn . 2124/2014 THE INFORM TICNI CONTAINED IN THIS DRAWMO W THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANYREPRCCUCTION SJ PART OR A9 A WHOLE YrtTFiOliT TH8 WRITTEN PEg48SSION OF CUSYOM WINDOW 8YH1E. INO. I9PROHISITEO. LOCKS ARE LOCATED AT THE THIRD POINTS MONO THE FRAME JAMB. GLASS TYPE B Fuu.sl� GLAZE If 682 lir GLASS SITE I� ILE ,j i HEADIJAMB IMPACT HOOK/ROTARY LOCK LOCATION z: r- TYPICAL VERTICAL SECTION NOIE� BHOWD FUCED GLASS CUTAWAY SECTION VIEW C -C OVERALL ANNEALED or TEMPERED 'AIRSPACE ,LAMI ANNEALED SWEEPWOKSrEMM -� REN4%L I I—y NB' ANNEALED .494 DUPONT PVB INTERLAYER FORCE WINDS. PROPR®TARYMIDaONYMOn . 2124/2014 THE INFORM TICNI CONTAINED IN THIS DRAWMO W THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANYREPRCCUCTION SJ PART OR A9 A WHOLE YrtTFiOliT TH8 WRITTEN PEg48SSION OF CUSYOM WINDOW 8YH1E. INO. I9PROHISITEO. LOCKS ARE LOCATED AT THE THIRD POINTS MONO THE FRAME JAMB. GLASS TYPE B Fuu.sl� GLAZE If 682 lir GLASS SITE INTERIOi 14A14:ii]i HEAD IMPACT HOOK U".) MIDSPAN OF SASH (ITEMS $6 a 36) ROTARY LOCKS (ITEM 277 ONLY ENGAGED PRIOR TOHURRICANE FORCE WINDS.NDS. }-LOCKS ARE LOCATED AT THE r THIRD POINTS ALONG THE FRAME JAMB, HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION LUGAS A T RNER ........ P.E. PROPRIETARYAN000NPWfN`M 2/24/2014 THE INFORMATION CONTAINSD SQTHIS DRAWING IB THE SOLE PROPERTY CF CUSTOM WINDOW BYSfEM9, WC. ANYREPROWCTION M PART OR AS A WHOLH WITHOUT THE WRTTf&V PERNHSSION OF CUSTOM WINDOW SYSTEMS. INC. 18 PROHIBTfED. TYPICAL VERTICAL SECTION NOTE: SHOWS FIXW GLASS CUTAWAY SECTION VIEW F -F i ROTARY LOCKS (ITEM 277 ONLY ENGAGED PRIOR TOHURRICANE FORCE WINDS.NDS. }-LOCKS ARE LOCATED AT THE r THIRD POINTS ALONG THE FRAME JAMB, HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION LUGAS A T RNER ........ P.E. PROPRIETARYAN000NPWfN`M 2/24/2014 THE INFORMATION CONTAINSD SQTHIS DRAWING IB THE SOLE PROPERTY CF CUSTOM WINDOW BYSfEM9, WC. ANYREPROWCTION M PART OR AS A WHOLH WITHOUT THE WRTTf&V PERNHSSION OF CUSTOM WINDOW SYSTEMS. INC. 18 PROHIBTfED. TYPICAL VERTICAL SECTION NOTE: SHOWS FIXW GLASS CUTAWAY SECTION VIEW F -F H•1497 H•1888 Refit. Saah Meet Rao RBW. &B.RIS.SA 1F1838 NeeL F4 Fxd. Hem BachTop/SaLFW H-8048 M87n Fr., SH, wi fib., PJC H-SDSD Bash Neat R94.jvC I+wl Bash sloe F4 p'JC H-8048 Mak! Fr., SH, w ft., PAC P-3029 Screen PUD Tab P4033 P3113 Screen Sprm 60 Smm Support, C P1218 Swom+Frere M13228 84784 P3342 FL3352 FL3428 "m P-0730 ;-3782 83orP.V, P4779 P-4081 P-4089 P-0479 PA830 PAN, P"m PA959 P4833 8.1112 8.1480 8.1778 8.198" 8.2000 S -m S-So13 8.0014 S -H083 S•8084 Fmm Okmer Key 3ea4r, *SSD4 L, 85 Dar., lw x 918° x 0.270 x.187 beak Ra& 4° Sque iTEK 2 Zblc 2°7rusa TEC27Jna 7g, IM Ho _ 1 a; l „p�vt, PJC Tandem Lift PJC MwFtex 082 ItTaferlal 3 718°�y um Uln 8 um C 211118° r0 rC � O rC 3 rC ' PUC FRAME FLANGE -8849 U7ber rtlFsrns 9/E 31 ALUM GLAZE DEAD A 112 don tcone 9�+ 718°�j Mbar 8 5/18' eel pVC SCREEN SUPPORT - 0014 1e CONSTRUCTION CONMRUCTICI I�-2317 s° CORNER WELD CORNER WELD SASH MTG. RAIL400o I (ALL SIDES) (ALL SIDES) I= MEETING PAUL 5/1 SCREW ED TOOETHE 1 WITH OUTERfRAMtS -•i U2°I•- �_____ 1118° O 10 3 ALUM SASH MTG• RAIL --1497 ' 1 18118° 1.818° 7 PVC FIXED RAIL COVER- 0083 PUC SASH SIDE RAIL -8001 14 3118° p 1 114° h'-114" 3118° �- I I 3 7110° 718 w 1 Wte° ALUJ ROLLER TRACK -1778 t—� PVOOLAZESEAD-WS4 ALUM S.S.RAS.S.R.-1498 710° 'i r 4 PLAN VIEW -1999 ALUM IMPACT HOOK -1999 3!8° PVCANIT-LIFT 1010° 1!2" Qf 3118° PVC SCREEN CATCH -5873 p 13M8° �„ g• —�—=I PVC SASH TOPiBTM RA1U0902 018° r� o FAIT PLAN VIEW -2900 ALUM IMPACT CATCH - 2009 i Lima A. rURNER. FL P.E. 58201 A CHANGED. EDGE DIST FROM 114° TO 7/16° 2!06120' 4::?—, PROPRWARYANOCONFIVENT ,, 2!24/2014 M EXTRUSION 6083 -TS. THE NFowmTTON CONTAINED IN THIS DRAwIN01S THE SOLE PROPERTY OF OUVOM mNDoW SYVEMS, INC. ANY REMOM=ON IN PART OR AS AwrrFioUT 33 NOT USED IN THIO WRrrM pogMS ON OF cUSTOMNDOW SYSTEMS, IND IS �MIERED. E FLORIDA 34474 DMUSIONS $ B.O.M. - LARGE MISSLE IMPACT _ 1200 HVHZ "Y' ADE DATE 11124/73 f PVC HORIZ. SLIDER 1 2' o. o: OWS-871 Rev. LETTER A HEFT: B of a SEALANT BEHIND FLANGE BYINSTALLER DIA. (SEE NOTE 1) SEALANT UNDER SCREW HEAD BY INSTALLER r . 0% I IM' MIN EMBEDMENT P. .quo a mm� •P P• .s•P.• CONCRETElMASONRY (8EENOTE 1) • • P♦P �j•P•0 � ••••••i • • ' a s• •♦�. •P a. aP.a• P. ♦ • 1�• . • a BY OTHERS N 1 BY WOOD SUCK 114° MAX SHIM BY OTHERS. (SEE NOTE 1) L� MIN EMBEDMENT INSTALLATION ANCHOR, 3/18°OU1 .+4 �{ 1M•MAX SHIM A►y► (SEE NOTE I) MASONRY SCREW w/WASHER ( f SEE NOTE 1) • THRU SCREW SUPPORT. NOTE I) +d + I • ► fir- MIN EDGE DIST NOTE 1) (SEE . ► , (SEE e4•e p A SEALANT BETWEEN SANT BE p INSTALLATION ANCHOR, . 010 WOOD ANCHORWl SEALAN SUCK AND SYOTHSRS► • ,A p p WASHER THRU SCREW d G ► b. SUPPORT. (SEE NOTE 1) 2 912• MIN EDGE DIST + 4 + p (SEE NOTE 1) 2_1!2° MIN EDGE DIST � (SEE NOTE I) CONCRETE/MASONRY BY OTHERS + A + • q • ► SEALANT BETWEEN + , + . p A BUCK AND OPENING . I9 BY OTHERS 411 „•Y SEALANT BEHIND N 4 e• 1 W MIN EMBEDMENT P • s . • a It s • BYINSTALLR MER SEALAT BY INSTALLER 2 8Y WOOD BUCK (SEE NOTE 1) qP • s. EeREALANT EXTERIOR FINISH BY OTHERS. ' BSY OT ERORBFlNtSHi 1 BY BUCK B, IN� BY OTHERS - BY OTHERS ' f B HORIZONTAL SECTION C � BYOTHf�tB By OTHERS 7 FRAME (MASONRY) E(moRizoNTOLDECTION FRAME(WOOD) FRAME PERIMETER SEALANT {SEE NOTE 1j4 E B 26Y INSTALLATION. BY INSTALLER ' INSTALLATION ANCHOR, 31118° DIA MASONRY SCREW w/NEOPRENE TL INS ALLFOR ILL INSTALLATION $AESSH ME SHOWN BELOW. INSTALLATION ANCHOR, 3118° DIA. SACKED WASHER THRU 3CTthVJ SEALANT BEHIND FLANGE Sl wNVASHER SUPPORT. NOTE 1) BYINSTALLER THRU SCREW (SEE (SEE NOTE 1) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER;Q 114° MAX SHIM (SEE NOTE 1) SEALANT BEHIND FLANGE BYINSTALLER DIA. (SEE NOTE 1) SEALANT UNDER SCREW HEAD BY INSTALLER r . 0% P. .quo a mm� •P P• .s•P.• jeP O ♦: P •o P• O++ P A P. O: ' ♦• • • P♦P �j•P•0 � ••••••i • • As.pPi a s• •♦�. •P a. aP.a• P. ♦ • 1�• . • a TO 1114° MAX SHIM (SEE NOTE 1) SUPPORT PERIMETER SEALANT BY INSTALLER ' D e•P, ° PD EQERIOR FINISH '' lid IpI ' ° a . $ • P. ee y BY OTHERSi e D •e ie•PD eD •e.PD•a eD D g 9e °D:Q D DoD D D°� PD.DO•of: D.g D. P, e . 6 M CONCRETEtMASONRY D ALTERNATE PRECA$1' $ILL DETAIL BY OTHERS T FRAME (MASONRY) 11/4". MIN EMBEDMENT (SEE NOTE! 1) T_ MIN EDGE DIST EE NOTE 1) PMPRIBTARTANDOONMEMAL 2/224412014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PRDPE tyOF CUS70M WR11TEN M�6610N6�C111�TOM IW=SIN'SP IIR4P.�.18pw"ITED.OM M LUCAS A. MIN EMBEDMENT IOTE 1) MIN EDGE DIST IOTE 1) 1900 SW 44TH AVE. OCA1.A, FLORIDA 94474 rng:INSTALLATION THRU FRAME DETAIL • LARGE MISSLE IMPACT SBRIE8t 6200 HVHZ DRAWN BY.* ADE �' 11/14/43 dPVC HORIZ.SLIDER a NTS QS ' CWS -871 REV. LETTEFE A E OF B SHEATHING (SEE MIN EMBEDMENT BY OTFLERB I! (SBE NOTE 1) EXTERIOR FLNISH 2 BY WOOD BUCK 7/16• MIN EDGE DIST BY OTHERS °'°,w BY OTHERS. (SEE NOTE I) 2 8Y WOOD SUCK SEALANT BEHIND FIN v - 3 NOTE 1) 114" MAX SHIM, BY INSTALLER °• INSTALLATION ANCHOR off' ' #8 WOOD SCREW W/ (SEE NOtE 1 ) WINDOW WRAP 41"' It 0 WASHER. . BY INSTALLER °� INSTALLATION ANCHOR PERIMETER SEALANT 08 WOOD SCREW W/ BY INSTALLER I= MIN EDGE DIST WASHER. (SEE NOTE 1) (TYP)(BEE NOTE 1) 114" MAX SHIM1112' MIN EMBEDMENT (SEE NOTE 1) (SEE NOTE 11) — SHEATHING BY OTHERS 0.%1. .e °S 9• s ° ° EXTERIOR FINISH d 8 • 6 a • • °e • ° . BY OTHERS SEALANT BEHIND F84 WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT BYINSTALLER F HORZONTAL SECTION 8 FIN (WOOD) 114° MAX SHIM (SEE NOTE 1) , 7110 MIN EDGE DIST PERIMETER SEALANT ga (SEE NOTE I) BY INSTAL I FR WINDOW WRAP 2 BY WOOD BUCK BYINSTALLER ° e• BY OTHERS. LUCAS A. TURNER FL P.E. 86201 A CHANGED EDGE DIST FROM 114" TO 711 S` 02/'06/201 SEALANT HIINDFIN INS7ALLATIONANCWOR �y��ts�yORE�sFSFIii BY • e #8 WOOD SCREW W/ « 9EENOTE I)`a�°.bLOENR•,ri'��tr„ WI�IN$TE{ ��®� BY COE HERR$ NISH y�`+ • No 58201190 1900 SW 44TH AVE i= MIN EMBEDMENT *: _ OCALA, FLORIDA 34474 SHEATHING— E VERTICAL SECTION (SEE NOTE 1) : 0i a o-y T BY OTHERS FlN (WOOD) INSTALLATION DETAIL FIN CONST. - LARGE MISSLE IMPACT A& NATE OIF 'y��x FUE�B20'0HVHZ �RAVWVNRY" �E 11114113 PROPIOSIAAYANDCCNW02NTIAL 2124/2014 +y d,^��M EI: wo.O O B THBWORMAMONCONTAINEDINTHISDRAWIN010THESOLEPNOPEIMOFCUSTOM "/pS.•�e"•�} t'+ PVCHORIZ.SLIDER NTS "CWS-071 WINIMHIM GAPS, AND SUBSTRATE RESTRICTIONS REFER TO WR PQM S9fINF00FCUS�7 OW s1�STEMAAT%NC II AS aOh00rf ED. e 01y j E7TER A r"7 7 OF 8 TES ON BH IWALUMINUM OR 11W MAX. SHIM INSTALLATION ANCHOR, 1118.3TEEL MIN. REQUIRED FULL THREAD (SEE NOTE 1) (SEE NOTE 1) ENGAG�ENTREQUIRED. 1/8°ALUMINUM OR (SEE NOTE 1) PERIMETER SEALANT IJIW STEEL MIN. REQUIRED BY INSTALLER (SEE NOTE 1) 1RM MAX SHIM - �(SER NOTE 1) SEALANT BEHIND FLANGE ' BY INSTALLER SEALANT BEH BY INSTALLER DOUBLE 3118' BEADS OF IW MAX SHIM (SEE NOTE 1) J I- INSTALLATION ANCHOR 010 SCREW, FULL THREAD 118°ALUMINUM OR ENGAGEMENT REQUIRED. 1118° STEEL MiN. REQUIRED (SEE NOTE 1) (SEE NOTE 10, SHT 2) \-!j VERITCALSECTION PERIMETER SEALANT- L_ SEALANT BVIND FLANGE BY INSTALLER BY INSTALLER xz PROPRIHTARYANDCONF1DENRAL 2/24/2014 THE INFORMATION CONTAINED IN TFSB DRAW= IS THE SOLE MWERTYOFCUBTOM WINDOW SYSTBM8, INC. ANYREPRODUCNON IN PARTORASA WHOLE WITHOUTTNB WRITTEN PERMISSION OF CUSTOM WINDOW SYMMS, RNC. IS PROHIBITED. H HORIZONTAL SECTION S Florida. Building Code Online p: ;; ptjattBQS Home LogIn I User Reg-st aWn Ha Topics I Submft Swttwrge I Sb5 & Facu Bus ness ; ��§� (PUSM: Product Approval Pt Fubocuser Really> on Page 1 of -2 fir»-_s�ai?:..^.. publafflWS '. FBC smir I BM Sft M�p unks 1 Search vreatg ADDM w Now a > Amikatlon List > Application Detail Address/Phone/Emaff 1900 SW 44th Ave. FL # FL16736 Application Type New Code Version 2010 Application Status Approved Comments Windows Archived Horizontal Slider Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mjafevre@.cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cWs.cc Quality Assurance Representative Cal Ledy Address/Phone/Emaff 1900 SW 44th Ave. ASTM E1300-04 Ocala, FL 34474 ASTM. E1886..05 (352) 368-6922 ASTM E1996-06 cledy0cW s.cc PA/TAS 201/202/203 1994 Category Windows Subcategory Horizontal Slider 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2020 Steven M. Urich, PE ® Validation Checldlst - Hardcopy Received FL16736 RO COI EvaiRep CWS -871 (HS -8200. 74 x 63. IMPACTT.odf Standard Year AAMA/WDMA1CSAJ101/IS.2/A440-08 2008 ASTM E1300-04 2004 ASTM. E1886..05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 http://www.floriciabuildiig.org/pr/pr app_del.ospx.param=wGEVXQwtDqu8obl%2fZm6... 9/19/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 Summary of Products Page 2 of 2 K # Nodel, 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 ip HVHZ: Yes FL16736 RO II CWS -871A (HS -8200. 74 x 63. Approved for use outside HVHZ: Yes IIMPACT) pdf Impact Resistant Yes Verified By: Lucas A. Turner 58201 Design Pressure: +601-60 Created by Independent Third Party: Yes Other: Large Missile, 74" x 63", DP +1- 60 psf. Evaluation Reports FLi6736 RO AE DuPont PVB NOA 13-0129 27.( FL16736 RD AE EvalReo CWS -871A (HS -8-820D. 74 x 63. IMPACr).odf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.Rd Created by Independent Third Party: Yes Mill 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 1111 x 63", XOX. M of lisle instaltafilon Instructions Approved for use in HVHZ: Yes FL15736 RO II CWS -869A (HS -8200. 111 x 63. Approved for use ontside*HVHZ: Yes Impact Resistant Yes IMPACn.ndf Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party': Yes Other: Large Missile, 111" x 63", DP +/- 60 psf. Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.pdf FL16736 RD AE DuPont SGP NOA 11-0624 02.odf FL16736 RO AE EvalReD CWS -869A (HS -8200. 111 x 63. IMPACT1.ndf. ELIC -736 RO AE Duanex(Mikron) NQA 12-1017 02.Ddf Created by Independent Third Party: Yes Contact I :: 1940 Nodb Monroe Street. Tallahassee FL 32399 Phone: 850487-1824 The Stata of Ftortda Is an AA/EEO employer. Copyright 2n07-2013,State of Florida.:: Privacy statement :: Accessibility Ste ate Under Florida law, mnall addresses are public records. If you do riot wait your a -load] address released In response to a public -records request, do not send electronic mail to this ent8y. Instead, contact the office by phone or by traditional mall. If you have any questions, Please con iaa 850.487.1395. *Pursuant ttl 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 email, provided may be used for official communication with the licensee. Fir eirell addresses are Public record. If you do not wish to SuPPIY 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 lke see under Chapter 455, F.S., please click Ira:. Product Approval Accept= http://www.floridabuilding.org/pr/pr app dtl.aspx?pmm--vvGEVXQwtDqu8obl%2#TZm6... 9/19/2014 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SSU 44!' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 9) Approval drawing CWS -869A, signed and sealed by Lucas A. Turner, P.E. 2) 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/LS.2/A440 `08 3) Supplemental Calculations to support CWS -869A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869A. Limitations of Use: This product: o May be used up to the sizes and daylight openings indicated in CWS -869A ® Achieves design pressures of +/-60 psf e Is Large Missile impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone ® In the operable sash, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27, and in the fixed glass requires Dupont SentryGlas Ionoplast (formerly SGP) Interlayer per Miami -Dade N.O.A. 11-0624.02 * Requires Quanex white rigid PVC frame extrusions per Miami -Dade N.O.A. 12-1017.02 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 ftnbutmg 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. '711:t 2/24/2014 Lucas A. Turner, P.E. FL PE #58201 Lucas Tumer 2014-02-24 45:48-05:00 1121/4" MAX. OVERALL FLANGE WIDTH 191° MAX UNIT WIDTH �pIO�IB� ^p iii TABLE OF CONTENTS GENERAL NOTES & ELEVATION$...„ ........... 1 ANCHOR SCHEDULE AND NOTES ............. 2 DESIGN PRESSURES & GLAZING ... ........... 3 SECTIONS & ALT. FRAME.............................4-6 t I I EXTRUSIONS & BILL OF MATERIALS _....... a INSTALLATION DETAILS .............................7-8 0 65 13M 24618" GLASS DLO GLASS DLO 4916116' GLASS DLO 2716118" MAX. SASH WIDTH DESIGN PRESSURE RATING W 0 PSF i O Vvihti)OW$YST�iS� 1900 SW 44TH AVE OCALA, FLORIDA 34474 'GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 7 owa • PVC HORIZ. SLIDER NTS ' CWS -889 t I I MAX HEI{ 898198° � MAX SASH HEIGHT 681/4° I GLASS DLO )NIT HT PVC IMPACT REQUIREMENT: 1. THE PRODUCT BROWN HEREIN IS pESiGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDABUILOINO CODE (FBC), CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ' ' 2. GLAZING OPTIONS: (SEE SHEET 3) S. CONFIGURATIONS: FI B)'WO/X NN IJGE IMPACT wiimpAcr MPACT LOCKS HOOKS W/R07ARY CKS JAMS$. AND IMPAAND CTPACT 140OKS IN _HOOKS IN HEAD 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED'IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7.8 FOR INSTALLATION DETAIL. W INDLOAD DURATION FACTOR Cd -1.0 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT'REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE FORCE WINDS AND/OR FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED, SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD / SILL. 8. SERIES / MODEL DESIGNATION HS -8200, 0.1x OR 2x WOOD BUCK OR STUD FRAMING TO'BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 10. THE DESIGNATION X AND O.STAND FOR THE FOLLOWING: X a OPERABLE SASH, O 4 FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS =1/4° X V LOCATED 4' FROM BOTH ENDS FL Pa 682o1 I A I CHANGED EDGE DIST FROM 114" TO 7/18' LU088 TUR16F* 2D14-02-24 15:48-OS:00 .I � PROPRtETARYAND CONPIbBNMI. 2!24!2014 THE MIFCRMAnoN CCNTAINeO IN THIS DMV!" 18 TME 80LE PROPERTY OF txtsroM MNDOWSYSMS. INC. WMTTEN PE MSION CUSTOM MNDOW SYSTEMS, ION IN PART INN�B PROH MW- a+c;� 0V...�...�y�.`I& ep P No 58201 } % # T m 1 i dr o . alrATe OF : �r� rC�� °, ,� o, e,%- •0 'r .T '• ; O R t;?.•'� `•.° ♦7 FSb �.• �� /tsp I"I off Sol Vvihti)OW$YST�iS� 1900 SW 44TH AVE OCALA, FLORIDA 34474 'GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT er: T6 ' 8200 HVHZ TEP 10/11/201 owa • PVC HORIZ. SLIDER NTS ' CWS -889 . ' A 90F8 FASTENERS TYPICAL 8° MAX (TYP.)A 1 63 �, H BILL AT FMR T 4° MAX (7YP�I MAXP. I i rMAS .`I I 9° a.c,{TYP.) i - - - - - 4" MAX (TYP.) . 6- MAX (TYP.) I 17° �) .0. 8° MAX. C.C. I I I I B g E E (SHEET' 4) INSTALLATION (SHEET (SHEET 6). t 1 I r INSTALLATION ANCHORS TYP. (SHEET4) (FI)EDRAIL) (FIXED RAIL) (SHEETS) ANCHOR LAYO�e jFlANQEI ArwRu NnWrcOINRL�ANYOU - f N] NOTES: 1. INSTALL ONE ANCHOR AT EAQH INSTALLATION LOCATION, SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACKTO BE 114° FOR MASONRY OR WOOD, AND 1Ai" FOR METAL USE SHIMS WHERE SPACE GREATER THAN 1116" 18 PRESENT. 3• LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF MGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DIA. W BW BUELDEX TAMC N ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO OF 2112" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #10 WOOD SCREW ANCHORSMUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318° INTO 2 BY WOOD SUCK A MINIMUM EDGE DISTANCE OF 718" SHALE. BE ACHIEVED IN EITHER QIRECTION. 6. NO WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112° INTO 2 BY WOOD SUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 7116" SHALE. BE ACHIEVED IN EITHER DIREOTION, 7. #10.16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8. ALLINSTALLATION ANCHORS WST BE MADE -OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFA¢TURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL LUCAS A. TURNER, FL P.S. S8201 A CHANGED EDGE DIST FROM 114" TO 71'16" 2106/2014 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10, INSTALLATIONINMINIMUM OR CA CAPACITIES FOR OF PRODUCTS (SOUTHERN ARE B BASED ON SUB �TE MATERIAL WITH THE FOLLOWING PROPERTIES' � E "r TEM S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. +� L r 4 4 y ��err VASWTEV5 [ C. MASONRY - MINIMUM DENPITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. NO 58201 {71 a 1900 SW 44TH AVE. D. ALUMINUM -118" THICK MEF�N., 6063 T8 MIN. * 1 = OCALA, FLORIDA 34'474 E STEEL -16 GAUGE (.060") tg11N., 33 KSI MIN. qq " o I ; OC : ' ANCHOR 8CHF.DULE $ NOTES- LARGE• MISSILE IMPACT 11. SEALING AND FLASHING 8TE(qTEGIES FOR OVERALL WATER RESISTANCE 6-Z JI0.M. STATE OF Sau14 4 Eg: RAWN BY; 7 OF INSTALLATION SHALL BE DOVE BY OTHERS FOLLOWING THE CURRENT PROPRWARYAPID OMPI MAL 2/24/2014 �At� •'; O L ($ 4 �� " 8200 HVHZ TEF 10/11x2013 FMA/AAMA 100(FIN WENDOWSEt1 F'MAlAAk14200(FLANOE WINDOWS), wVERSION OF THE REFERENCTMDOYsysTe s�Nc�u iaoD+tED IN TRW Ocn�orrtuv�ArtroRFSA THE RWFNNE W([WOOPERTYOr 1NB.�%�JQNA1++�`�~ Wffiff7PVCHORE2 SLIDER NTS C CWS S69 FMANVDMA260(BDXWINDOWS) FMAIAAAWWDMA 300(EXTERIOR DOORS). MrfEN PIMMISSION OF WOTOM WINDOW SYSMM%INMtB PROMIRTED. a�Itti tlM1lM1��k A 2OPS e I I r r 1 I I I I (SHEET4) I I I I e I I r r 1 I I � (SHEET � . r I t I Lmm�- I r I t OVERALL '.ANNEALED OR TEMPERED AIR SPACE LAMI ANNEALED SENTRY OLASS.IONOPLAST INTERLAYER ANNEALED FURFECT GLAZE SIKAFLEX W2 112° GLASS SITE z� PR iawARYArmOMWWWIFIAL 9/24!2014 ,TM INFORMATION CONTAINED INTHIS DRAWING IS THE MEPROPOM OF CUBIOM WWINDOW RITTEN PION OF CUSTOM WINDOW SYS7 9. WO IS MOS WITHOUT D OGT7HE O LUCAS A. VERALL NNEALED OR TEMPERED R SPACE AMI VNEALED UPONTPVBTNTERLAYER VNEALEA =CT aLAZE °H' LEX 562 SITE SECTION Q-10 NOTE: SHOWS FIXED LITE CUT -AWAY SECTION. INTERIOR �HEAD IMPACT HOOK {TYP.) Mi4 OF SASHES p7EM8 44 & 48) HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) PRMnMARYANBCGWVENRAL 2/2412014 THE INFORMATION CONTAgED IN TFA DRAWWO IS THO BOLE PIWE "YOF MWOM WWDOW SYSTEMS, lNC.ANY ROD=%r PART ORASA WHOLE WRF{OUT THE WRITTEN PERMI8810NOF C1JST4A7 WINDOW BY87EM8, lNC. IS PROHIBTTa�. �FRAM}—HOOKS tnEMA SJAIVBS. ARE l TETE AD AT THE THIRD POINTS ALONG THE LUCAS A. TURNER. FL P.E. 69201 'ALTERNATE JAMB ROTARY LOrd 3 I, HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) PRMnMARYANBCGWVENRAL 2/2412014 THE INFORMATION CONTAgED IN TFA DRAWWO IS THO BOLE PIWE "YOF MWOM WWDOW SYSTEMS, lNC.ANY ROD=%r PART ORASA WHOLE WRF{OUT THE WRITTEN PERMI8810NOF C1JST4A7 WINDOW BY87EM8, lNC. IS PROHIBTTa�. �FRAM}—HOOKS tnEMA SJAIVBS. ARE l TETE AD AT THE THIRD POINTS ALONG THE LUCAS A. TURNER. FL P.E. 69201 'ALTERNATE JAMB ROTARY LOrd 3 INTERIOR 1 1 1 19 ar 49 f1 t 18 1 7 A 8 43 2 8 H 7 EXTERIOR' 8 18 3 31-37 SECTION E-E 18 18 P NHIIFADBPIAM OF sas°H cra 844&46) _ 11 8 B RDTARYLOCK8 (ITEM23) I I ONLY ENGAGED ' PRIOR TO HURRICANE I I FORCEWNtDS.10 INTERIOR 14 ILOCKS i4o ARELOCATED AT THE ALONG THE FRAME SBD ,POINTS 1 1e SECTION F-F I 7 NOTE SHOWS FD(ED LITE OUT-AWAY ' f 0 Mean IMPACT' HOOKI IAMB ROTARY LOCK LOCATION (FIN FRAME) LUCAS A.TURNER, FL P.E.8820t AlCHANGED EDGE DIST FROM WTO 7116° 02MM14 c ,,\\C�t�,R3DRF vr�iddr/, , �� VHI'IDQWS)f51Q1S�, SECTION D-D t�.&,a;,•yt��.;13y OPS y 1900 SW 44TH AVE. A ; OCALA, FLORIDA 34474 a a : : a: C ' SEc n VEEWS FIN FRAME - LARGE MISSILE IMPACT w37`. STATE OF 4+0�ti 1 .4441 * FWWN ' 8200 HVHZ ' TEF T� 10/11/201 IFS WFORMATION CONrAROD[NTH# OM �T PROPERTYOP2MWOM �rlr�eSS`� O R y $dd ' PVO HORIZ SLIDER 8' .�.: CWS469 Mill NPBE MI�I� �9JBTOM WiI�DOWN9Y8TQ4B, 1NC.8i8 PROH@ITEO.IOUTT}iE �pjtin±�\\\\ � A EOFB 0 PVC FRAME FLANGS41049 PVC FRAME FIN41M 23118° �+--1 16698° 1618° ! 61� 1678° 13 13118° .PVC SASH MTp. RAIL4M . PVC SASH SIDE RAIL -8D81 WO SASH TOPYRTM RAIL -509 8r4" 1 �, 1 3118° '''''''''�� 1" 1/19' 1 16!18° 1698° ALUM SASH MTa RAIL -1497 ALUM S.O.RJS.S.R. -1498. ALUM. SASH REINF. -1699 — —~� 0 3118° O L. O 3118° PLANVIEW2000 ALUM PANEL IMPACT CATCH -2000 V98° 7!8' 98118°� Z�- PLANVIEW-1677 ALUM SASH IMPACT HOOK -1677 PftdPPoETARfAtm � VM2914 8 ,3 , D THE WF.CRWTION CONTAMD WTHIB DTWWWO I9 THE BOLE PROPERTY OF MWW LL ALUMINUM EXTRU [ON41 ARE 8033 T8, WINDOW SYSTEM WM ANY REPRODUCTION IN PART OR ABA WHOW WRHOUMIE WRITTEN PERM1 WIM OF CUSTOM WINDOW SYBTENB, NC. L9 PRONMR6D. �lnrsn w1;1v�1 1�. 2 r_msTjv 1718° 3 IN" ALUM HD MTO RAIL.1881 CORNER WELD (ALL SIDES) 11/4° FlXEDMEETI 1 ElfTi WI 3 $TH CREOUTEI 1118" 7698' 7 I+ -23!18°—•I ALUM ROLLER TRACK -17x8 PVC HO FIXED RAIL COVER -8077 1118°+ 1 118"� 9 8 PVCSCREENSUPPORT- 6014 PVC.SCREENCATCH -8013 $118° I -r16° -I r SCREW SUPPORT- 3113 ALUM REINF. FOR IMPACT HOOK -1112 h IW ° 7 1 1� 1 6M, PVC ANTN-IFTINSERT -SMS PVC OLAZEBEAD-B4 RAIL 0. _� 213W -X 18!18° 4 718" U PLAN VIEW -1999 ALUM HEAD IMPACT HOOK • 1089 :.96201[AlCHANGED EDGE DIST FROM 1/4° TO 7/16" 2/OR 1900 SW 44TH AVE. OCAILA,.FLORIDA 34474 :8200 HVHZ Uf4 . VT: T5F rib: e: 10/11/201 MOMU PVC HORIZ. SLIDER 1:2 a. No.: CWS -689 fmmiltm A 6OFB SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR, 3/18" DIA MASONRY SCREW .a W1 WASHER THRU SCREW SUPPORT (SEE NOTE I) .a I •1_1/4. MIN EMBEDMENT I •y . e BYOTHETE/MPSONRY By OTHERS •(SEE .. r �.._81LLgTCOL T BY OTHERS a As.°r P! 010 WOOD ANCHOR WI BY OTHERS .2112° MIN EDGE DIST : ° : :. A 6FALANT BEjWEEN BUCK AND OPENING BY OTHERS EXTERIORFINISH�--`^^-- BY OTHERS MAX SHIM (SEE NOTE 1) ��p.. 2112" MIN EDGE DIST —•{ BY INSTALLER (SEE NOTE I) SEALANT BEWND CDNORETEIMASONRY IM MAXOTE FLANGE BY ( INSTALLER (SEE NOTE 1} {SEE NOTE 1) (SEE 1) •1_1/4. MIN EMBEDMENT = MIN EDGE DIST ' 114' MAX 9HIM (SEE NOTE 1)—�T (SEE NOTE I) •(SEE .. r �.._81LLgTCOL T BY OTHERS a As.°r P! 010 WOOD ANCHOR WI BY OTHERS b, � b .Ap. ' . w::: ' • : ° : :. A 1 BY WOOD BUCK BY OTHERS Yr, EXTERIORFINISH�--`^^-- BY OTHERS MAX SHIM SUPPORT TO M SILL LEVEL, BY ��p.. 1/4° (SEENOTE 1) PERIMETER SEALANT BY INSTALLER SEALANT BEWND CDNORETEIMASONRY INSTALLATION ANCHOR FLANGE BY 3118' DIA. MASONRY SCREW INSTALLER (SEE NOTE 1} */WASHER THRU SCREW SUPPORT (SEE NOTE 1) INSTALLATION ANCHOR, 3118" DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 11 = MIN EDGE DIST ' 114' MAX 9HIM (SEE NOTE 1)—�T MCTERIORFINISH ;,•„• :-., •(SEE .. r �.._81LLgTCOL T BY OTHERS a As.°r P! 010 WOOD ANCHOR WI BY OTHERS b, � b .Ap. ' . w::: ' • : ° : :. A use SOLID wog b ,° .,• ° ; i,P �� .lbb • ,�° :b a� ?..r•ys� �!� : p'b 's! s. . SUPPORT TO M SILL LEVEL, BY ��p.. 1 1/4° MIN EMBEDMENT I (SEE NOTE 1) CDNORETEIMASONRY BY OTHERS h—Z312"_ MIN EDGE DIST (SEE NOTE 1} %n\ VERTICAL SECTION BY WOOD BUCK BY OTHERS 1/4' MAXSHIM (SEE NOTE 1) L- PERIMETER SEALANT R FINISH BY INSTALLER RS C(I)FROME NTAL SECTION (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR, 2118° DIA MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) SEALANT UNDER SCREW HEAD BY INSTALLER LANT y IW MAX SHIM (SEE NOTE 1) H >D.g • p • s ► ► °P •� •' ►� •D: 4 114"" MIN EMBEDMENT D• y•+p.g 0 �•D D p p D(SEE NOTE I) 0. .111 .►sl BYOTHERS (SEE NOTE 1) p ALTERNATE PRECAST BILL DETAIL T FRAME(MASONRY) i LUCAS A TURNER, F1. P.E. 86201 ,7—X PRomFrrARrANDCOxFIvRRM 2!24/2014. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPEITFy OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE WRITTEN PERMMION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • e l ;. = MIN EDGE DIST ' n A NOTE 1) •(SEE .. r INSTALLATION ANCHOR, A a 010 WOOD ANCHOR WI r e r WASHER THRU SCREW SUPPORT (SEE NOTE 1) 2 BY WOOD BUCK BY OTHERS p HORIZONTAL SECTION T FRAME (WOOD) ma IMBRR FOR 28Y INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. EXTERIOR FINISH—� BY OTHERS SEALANT BEHIND FIN - BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETERSEALANT BY INSTALLER SEALANT BEHIND FIN - BY INSTALLER PERIMETER BEAL-ANT BY INSTALLER WINDOW WRAP --� BY INSTALLER AIFICATRM SUBSTRATE MIN EMBEDMENT NOTE 1) 2'BY WOOD SUCK SY OTHERS BY WOOD SUCK BY OTHERS INSTALLATION -ANCHOR Ifo WOOD SCREW WJ WASHER j11 MIN EDGE DIST (BEE NOTE 1) (SEE NOTE 1) MAX SHIM NOTE 1) ILZMIN EDGE DIST (SEE NOTE 1) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. i18 WCOD SCREW WI WASHER (SEE NOTE 1) EMBEDMENT E 1) 7 1J2� MIN EMBEDMENT (SEE NOTE 1) 711fr MIN EDGE DIST (BEE -NOTE 1) 114° MAX SHIM IEEE NOTE 1) EXTERIORFINISH WINDOW WRAP BYOTHERS BYINSTALLFR SEALANT BEHIND FIN LPERIVEMSEALLANT BYINSTALLER BYINSTALLER F . HORIZONTAL SECTION FIN (WOOD) E VERTICALSECTION 1Z.01-1— 6 FIN (WOOD) pROPweTnm•,um conrmENrwl. 2!202014 ANCHOR TYPES, EMBTB 'THE TNFCRMATIONCONTAINED INTHIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS AwHOLE WrTHOW114F REFERTO WRITTEN FERMI88ION OF CusmvwINDow SYSTEMS, WC it PROHIBITED. P.E. 66201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 INSTALLATION ANCHOR FIN DETAIL- LARGE MISSILE IMPACT 8200 HV14Z ° TEF 10/11/2013 ` PVC HORIZ. SLIDER NTS NO.; CWS -889 v. A 8OFa 918" MAX. SHIM (SEE NOTE 1) OR VII STEEL,MIN. PERIMETER SEALANT BY INSTALLER SEALANTIBEHIND FLANGE BYINSTALLER (D HORIZONTAL SECTION , •`•�"4LLATION ANCHOR, #10 EW wfNEOPRENE BACKED HER THRU SCREW TORT (SEE NOTE 1) VERTICAL SECTION 18' MAX SHIM SEE NOTE 1) 118° ALUMINUM OR 1118° STEEL MIN. READ (SEE NOTE 1) 10U3 DOUBLE 3118". BEADS OF TREMOLAZE U18D0 SEALANT OR. E4UIVALENTAROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. DN ANCHOR, (SEE NOTE 1) s '•vT.'r .NO 58201 't'"0 1904 SW 44TH AVE. T _ *.g OCALA, FLORIDA 34474 o q y nTm CZ INSTALLATION PORCH ENCLOSURE DETAIL - LARGE MISSILE IMP. !� .-0 % STATE OF ,r0'. 4d Ew�'8200HVHZ RAW E. TEF 1011112D13 THBINFopmT=cowAMed�ro'DimwwMolen4gSSoowPROPe� OF2a011 OM r+�'N,,S�p#•�A: �'ty0r��"', PVCHORIZ.SLIDER NTS o.Na CW84S9 WINDOWSYVEMa, [Na ANYRHPRODUCnON IMPART ORAS A WHOLEWITHOUTTHa l/yt�!OP�jAl- 1\�4 WRITTEN PERMlaSION OF CUSTOM WINDOW SYSTBMQ IMC. 19 PROHIMM. tJlil LtTlt4 A aOFa