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WS-18-1005Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe m Permit NO. ' ;S-4-18-1005 Permit Type: Windows/Shutters . j ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 4/20/2018 Expiration: 10/17/2018 Parcel Number Applicant 1059 NE 104 Street Miami Shores, FL 33138- 1122320290100 Block: Lot: LILLIANA MCCAUSLAND Owner Information Address Phone Cell WILLIAM MCCAUSLAND 1059 NE 104 ST MIAMI SHORES FL 33138-2655 Contractor(s) PARADISE EXTERIORS LLC Phone (561)732-0300 Cell Phone Valuation: Total Sq Feet: $ 15,000.00 0 Type of Work: 9 WINDOWS No of Openings: 9 Additional Info: 9 WINDOWS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Amount $9.00 $2.85 $2.00 $3.00 $5.00 $190.00 $9.00 $12.00 Total: $232.85 Pay Date Pay Type Invoice # WS-4-18-67188 04/17/2018 Credit Card 04/20/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 182.85 $ 182.85 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL LUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI . 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 z. ; ing. Futhermore, I authoriz a above- ry ned contractor to do the work stated. Ct / 1�- Aut, ed Signature: Owner / Ap icant / Contractor / Agent April 20, 2018 Date Building Department Copy April 20, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-301837 Scheduled Inspection Date: August 29, 2018 Inspector: Naranjo, Ismael Owner: MCCAUSLAND, WILLIAM Job Address: 1059 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PARADISE EXTERIORS LLC Permit Number: WS-4.18-1005 Permit Type: WindowslShutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1122320290100 Phone: (561)732-0300 Building Department Comments 9 WINDOWS Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid August 28, 2018 For inspections please call: (305)762-4949 Page 2 of 37 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 BUILDING PERMIT APPLICATION El BUILDING ❑ ELECTRIC ❑ ROOFING []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1059 NE 104 ST ❑ REVISION RE.cE.ivEA APR 17 1018 FBC 2014. Master Permit No. V S tj -'C O 5 Sub Permit No. ❑ EXTENSION ❑ CHANGE OF CONTRACTOR ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores Folio/Parcel#:1122320290100 Occupancy Type: County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): WILLIAM AND LILIANA MCCAUSLAND Address: 1059 NE 104 ST City: Miami Shores State: FL BFE: FFE: Phone#: 7863192423 Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: PARADISE EXTERIORS Address: 1918 CORPORATE DR Phone#: 5617320300 City: BOYNTON BEACH State: FL Qualifier Name: DANIEL BECKNER Zip: 33426 Phone#: State Certification or Registration #: SCC131150472 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 15000 Type of Work: ❑ Addition ❑i Alteration Description of Work: 9 WINDOWS Square/Linear Footage of Work: ❑ New ❑ Repair/Replace (� Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ liS 2 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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: 1 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. The foregoing instrument was acknowledged before me this day of 'g(L 20 ( , by LJY Mew,-.0 w o is personally known to me or who has produced tL -1)0(Z12*1- as identification and who did take an oath. NOTARY P BLIC: Sigh: Print: Seal: **************** APPROVED BY oa►�� P` Notary Public State of Florida • Sindia Alvarez { of wPI My Commission FF 156750 JENNIFER Np Expires 09/0312018 K �Mpp1SS10N FF902810 ************* i.t a;rp ilj* 4** 13;6:P*** ************** tie. " EXPI�t' The foregoing instru ent was acknowledged before me this (p day of ,20) ,by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC; thtt Plans Examiner tA073 ' •. Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Own r Signature Date Print Name ‘(A f‘itd/A 05 \AlkA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature (D:dve1 &Wye)/ Date Print Name tares ,.:..,•,,..: u:,;.0 , r+FRIA Off.a test r 31-U,.pO f a t ABS. 'Id t 63's2 aura a ar.+a+Y LKa.se a t;t,C+311.50477 f= ((Mr1RAC 1 M.ari. MINI t) Mt. CA✓s b#'C 1y._-- toed Dale .4/y1 4 43t k�ulrsNaMan an t<-r mawnuY seta+,* N+...aaa..n• NvmYn ante atm IOW menv+^v pwoa *v We navy •ee.++.q.o a+'dd.sar aaMNwa rd fytgY lotto +*M Ma.+Ypa 000sat e,adaa Emotion an Aaw tsar ter fate. rw 4Y f1K+.yqa p ant N+t.Ydt+• p +una.ps mot rnanp p ay.Y0 !kN ,.* *A.rpfYAMY a OW. WWI 'air N•noov+N Nrtan ItTan 1t�L1 00 ea YssNsn 'NIA Af n.M S•.4d +..s Prepre ta• /,r d *., W d•• to MIA•►pt.•t. l! %1c*4ur• *.et ise4a) to t rrdt+ Order Uxtt- / tN tN S le Location Sire Color Manufact))ur(er_ 1 1 as . s ili i 2. tt I. mow' Soft Lite 2..t r. ® , 2 t ('� Q .1 ni4 Ob'. NPLih 7t.x 3 i a I ,th a-i, L (p k �l1 l` I Other: e.w... ..a..t,.ar •. add o ()a cl t 6-11.e... 1..++.n•.td me —7•1-k 3.la N.. 6 I ' k k> -,p `7 ''c 34, Grade 1/..-4� 3 k V`` .12., X `,lt % 1 m pact' _ 8 1 i'CV,,'RA 5 Yq "_ ., ct .. 1 XOl L ib'.)E2I`4 Frames 10 t 1,`-1,,r, m I N1nyt 12 —� (:fats 11 ..,.-I::: .,..., 14... 1 15 16 nsufated Lon E 366) 17 - ""- Grids 18 19 20 Obscured 21 et 3 22 Total Windows Total Doors b Total Other(r) BUYER'S RIGHT TO CANCEL BUYER MAY CANCEL THIS COAT RAC T BY DELIVERING WRITTEN NOTICE TO THE SELLER ANY TIME PRIOR TO MONIGHT OF THE THIRD BU0LHE55 DAY AFTER THE DATE OE THIS TRANSACTION BUYER WY USE THIS CONTRACT A5 THAT NOTICE 0Y WRITING 'I HEREBY CANCEL' AT THE BOTTOM AND ADDING BUYER 5 NAME AND ADDRESS THE NOTICE MUST BE DELIVERED TO THE SE LIER AT THE ADORE 55 SHOWN ABOVE Total Saga Pace ORRONA COIT «dr, r4PM.wa N R F(n* lance t Cash •er. flo.,a vxw.an ;ter 01*4 DUA Cad 3% Canvenlanca Fee For Ail Credo Card Payments s L1 ea _ 0ti s Sao Ali matenaf :s Guaranteed to be as apec.Med. Ati wok is 10 be ro0mpieted at a workmanlike manner accordant to standard practices The contract :s uaNd only month props, srpnahures Paradise Extanors shall no be hold responsible for tone and maternal delay*strikeseels of God or any other matters beyond es control Owner *grass that the 'quay m tM property Srr±ce this contract calls for made to order goods rt is not suotect to cancetlabon except as stated above Start inst*iNNon e• • •xlnalely 6-12 weeklat from ewe securing permlf. NOA, finance approval Verbal proms*. can cause n>,sunderstand-tags. tnerefoe the Contract co n ea the tmderstardmp of the parties and no other understanding, collateral, verbal or otnervnse snot be fwdltg unless signed by both parties Parad*ae E snot{ rs remove and hat,: away all job related debits All sales arid discounts allotted. All char • .. inducted above Thank you for your aderT' r t c ) X X 1- If I i tl(,ATi RF � �'"'� BUYER sit:NATUKL GATE. 4/17/2018 • Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2232-029-0100 Property Address: 1059 NE 104 ST Miami Shores, FL 33138-2655 Owner WILLIAM MCCAUSLAND &W LILLIANA Mailing Address 1059 NE 104 ST MIAMI SHORES, FL 33138-2655 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,554 Sq.Ft Living Area 2,216 Sq.Ft Adjusted Area 2,281 Sq.Ft Lot Size 11,700 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $625,720 $350,658 $321,512 Building Value $192,459 $193,999 $195,539 XF Value $3,835 $3,891 $3,267 Market Value $822,014 $548,548 $520,318 Assessed Value $218,081 $213,596 $212,112 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $603,933 $334,952 $308,206 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 ('.e. County, School Board, City, Regional). Short Legal Description EVENINGSIDE PB 44-53 W6OFT OF LOT 10 & E3OFT OF LOT 11 BLK 1 LOT SIZE 90.000 X 130 OR 11156-2162 0681 1 Generated On : 4/17/2018 Taxable Value Information I 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $168,081 $163,596 $162,112 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $193,081 $188,596 $187,112 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $168,081 $163,596 $162,112 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $168,081 $163,596 $162,112 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/1981 $145,000 11156-2162 Sales which are qualified 09/01/1973 $73,500 00000-00000 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 Version: • • .•• • • • .•. Opening Size (wxH) 1. FL16736.2 (SLIDE/PIC/SLIDE) 2. FL15781.11 (HORIZONTAL SLIDER) 3. FL15780.8 (DOUBLE HUNG) 4. FL15780.8 (DOUBLE HUNG) 5. FL15781.11 (HORIZONTAL SLIDER) 6. FL15781.11 (HORIZONTAL SLIDER) 7. FL15781.11 (HORIZONTAL SLIDER) 8. FL16736.2 (SLIDE/PIC/SLIDE) 9. FL15781.11 (HORIZONTAL SLIDER) 1 16'-1 14' 98 x 29 73 x 37 36 x 37 36 x 49 73 x 37 73x37 52 x 49 105 x 49 52 x 44 • • • • • • • • ••• • • • • •• •. •• . • •• • • •• • • • • •• •• • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • ..A••. • • • •5 • • • • • •• . • I • • • • • •• 9 KITCHEN 3 BATH 2 BED 1 EGRESS 66' LIVING 8 GARAGE 1 fe 4 61' BED 2 cr LU W BED 3 w 7 90" 36" 42" 40' SNULLV IIIJJH UNV Si If 1U ,J NI lL J UNV _., V i `., -1VLiaOJJ l]V I-I11M JONVI1dWOO 011OIir ]nS 1,4 1 L'/ 1d3CI OO]U ld3C] ONINOZ 31VU A8 U3AOHddb' abelilA Sa.l iwe1Cn� PARADISE EXTERIORS O cc WILLIAM & LILLIANA MCCAUSLAND COPYRIGHT E.TENNEST.CINd SCALE: NOT TO SCALE DATE Mar 06, 2018 PAGE DESCRIPTION: Site Plan PAGE: 1 OF EasySeats easyseals.com Broward, Palm Beach Wind Speed: 170 mph Exposure Category'C' Mean Roof Height up to: All Tribu ary Areas Zone 4 Interior Zone 5 (Corner) + - + - 15 ft +37.8 -41.0 +37.8 -50.6 20 ft +40.2 -43.6 +40.2 -53.8 25 ft +42.1 -4'5.7 +42.1 -56.4 30 ft +43.7 -47.4 +43.7 -58.6 35 ft +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 50 ft +48.7 -52.8 +48.7 -65.2 55 ft +49.7 -53.9 ° +49.7 -66.5 60 ft +50.6 -54.9 +50.6 -67.8 70 ft +47.8 -47.8 +47.8 -87.7 80 ft +49.2 -49.2 +49.2 -90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft +51.6 -51.6 +51.6 -94.6 120 ft +53.6 -53.6 +53.6 -98.3 140 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4 -58.4 +58.4 -107.0 200 ft +59.7 -59.7 +59.7 -109.4 GENERAL NOTES ASCE,7 ;10 D.e ign Wind Loads :*Fobr Comppnents & Cladding Wind:Pit6u4e; [ISst] Fbr t,%l; with Allowable Stress Design l3roward, Palm Beach (Coast) Miami -Dade • • • ••. • • Wind Speed: :17p cnph. ': .VVindlopeea: 175 mph Exposure Category'$' ,;, : Expoue'Category'C' Mean Roof Height up to: All Tribu ary Areas Zone 4 Interior Zone 5 •(Frnir}: + - + • • -• - 15 ft +45.9 -49.8 +419 -661.4' 20 ft +48.2 -52.3 +48.2 -64.6 25 ft +50.1 -54.4 +50.1 -67.1 30 ft +51.7 -56.1 +51.7 -69.3 35 ft +53.2 -57.7 +53.2 -71.2 40 ft +54.4 -59.0 +54.4 -72.8 45 ft +55.5 -60.2 +55.5 -74.3 50 ft +56.6 -61.3 +56.6 -75.7 55 ft +57.5 -62.4 ` +57.5 -77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.9 -54.9 +54.9 -100.6 80 ft +56.2 -56.2 +56.2 -103.0 ,90 ft +57.3 -57.3 +57.3 -105.1 100 ft +58.4 -58.4 +58.4 -107.1 120 ft +60.3 -60.3 +60.3 -110.5 140 ft +61.9 -61.9 +61.9 -113.5 160 ft +63.4 -63.4 +63.4 -116.2 180 ft +64.7 -64.7 +64.7 -118.6 200 ft +65.9 -65.9 +65.9 -120.8 • Conforms to the Florida Building Code 6th Ed (2017). • Tabulated design wind loads are based on ASCE 7-10 specifications for components and cladding based on design criteria as noted herein. • Where this document is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. • This specification may be used in conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the'above-noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL 33432 • Mean Reef : Heght All Tribu ary Areas „•ont f :, Inttr or Zone 5 Corner. ifs ft •+40.1 43.4 "" +40.1 -53/ 20 ft . - 6.2 +42.6 -57.0 25 ft +44.6 -48.4 +44.6 -59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +47.9 -51.9 +47.9 -64.1 40 ft +49.2 -53.4 +49.2 -65.9 45 ft +50.5 -54.8 +50.5 -67.6 50 ft +51.6 -56.0 +51.6 -69.1 55 ft +52.7 -57.1 +52.7 -70.5 60 ft +53.6 -58.2 +53.6 -71.8 70 ft +50.7 -50.7 +50.7 -92.9 80 ft +52.1 -52.1 +52.1 -95.6 90 ft +53.5 -53.5 +53.5 -98.0 100 ft +54.7 -54.7 +54.7 -100.2 120 ft +56.8 -56.8 +56.8 -104.1 140 ft +58.7 -58.7 +58.7 -107.6 160 ft +60.3 -60.3 +60.3 -110.6 180 ft +61.9 -61.9 +61.9 -113.4 200 ft +63.2 -63.2 +63.2 -115.9 • Wind Speeds noted above are ultimate design wind speeds (3-second gust). • Cities and/or counties are listed only as a general guide, based on Risk Category II buildings. Verify applicable wind speed and exposure category with local building department. • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10°. Round up to values shown • Design is based on structure classification as Enclosed Bldg: REGIONAL WIND LOAD CHART - SOUTH FLORIDA EDITION - ASD Load Combination Coefficient: 0.6 Enclosed Bldg: GCpi = +0.18 Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category'D' Mean Roof Height up to: All Tribu ary Areas Zone 4 Interior Zone 5 Corner + - + - 15 ft +48.6 -52.7 +48.6 -65.1 20 ft +51.1 -55.4 +51.1 -68.4 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75.4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 50 ft +59.9 -65.0 +59.9 -80.2 55 ft +60.9 -66.1 +60.9 -81.6 60 ft +61.9 -67.1 +61.9 -82.8 70 ft +58.2 -58.2 +58.2 -106.6 80 ft +59.5 -59.5 +59.5 -109.1 90 ft +60.8 -60.8 +60.8 -111.4 100 ft +61.9 -61.9 +61.9 -113.4 120 ft +63.9 -63.9 +63.9 -117.1 140 ft +65.6 -65.6 +65.6 -120.3 160 ft +67.1 -67.1 +67.1 -123.1 180 ft +68.5 -68.5 +68.5 -125.7 200 ft +69.8 -69.8 +69.8 -128.0 • Wind pressures are appli able to all building floors. • Tabulated wind pressure are valid for all roof slopes; no reduction for roof slope 510° has been considered. • Tributary Area noted in t ble (effective wind area) is equal to the minimum of [height x width] or [ht x ht / 3]. Round down to values shown. • Zones 4 & 5 ("interior" a d "corner" zones, respectively) are as shown to the right, where the dimension "a" is the minimum of 10% of the bui ding's least horizontal dimension or 40% of the mean roof height, but never less than 3'-0" or 4%of the least horizontal dimension. • This specification is valid only for use with structures NOT located in the uppik one-h If of an isolated hill, ridge or Copyright ©2018 Easy Seals Eave Height Mean Roof Fit Peak HelgM WALL EI EVATON Kzt = 1.0 Kd = 0.85 Florida Keys (Coast) Wind Speed: 180 mph Exposure Category'D' Mean Roof Height up to: All Tribu ary Areas Zone 4 (Interior) Zone 5 (Corner) + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30 ft +58.0 -62.9 +58.0 -77.7 35 ft +59.6 -64.6 +59.6 -79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft . +62.3 -67.5 +62.3 -83.4 50 ft +63.4 -68.8 +63.4 -84.9 55 ft +64.5 -69.9 , +64.5 -86.3 60 ft +65.4 -71.0 +65.4 -87.6 70 ft +61.5 -61.5 +61.5 -112.8 80 ft +63.0 -63.0 +63.0 -115.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft r +67.6 -67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.4 -127.2 160 ft +71.0 -71.0 +71.0 -130.2 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +73.9 -73.9 +73.9 -135.4 di WAI I EI EVATION Valid only wi h engineer's signature & [sed seal Christian Langley, FL PE #67382 \ 1 CA #31124 Document No. A1ORS • • ••• . • •.. • v 1NDO II t) Q £OPENING jNFORMATION • ••• • • • •••• A FLOOR PLAN WITH OPENING IDENTIFICATIONSHOULD BG PROVIDED'WITH THIS SHEET Definition of Comer Zone - 1 Q% of least horizontal dimension os4GPk of the meal; roof neigh!, whhey smaller, but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT'•••PQODUCT•,APPT ACCEPTANCE NUMBW • • • dVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING MULTIPLE WINDOW ARE SHUTTERS REQ Y/N • .(+) G6F • • • • • • • • • • • (-) PSF •_ (+) PSF (-) PSF DIMENSIONS MULLION REQ Y/N/NA 1 Int Window 7/8" LamiIG FL 1673Z5.2 _. . :::613 • • • • • : ••• • •• 60 40.1 43.4 111 x 63 98x29 No No 2 Int Window 7/8 Lami IG FL15781.11 55 60 40.1 43.4 73 x 63 73x37 No No 3 Int Window 7/8" Lami IG FL15780.8 55 65 40.1 43.4 54 x 76.5 36x37 No No 4 Int Window 7/8" Lami IG FL15780.8 55 65 40.1 43.4 54 x 76.5 36x49 No No 5 End Window 7/8" Lami IG FL15781.11 55 60 40.1 53.6 73 x 63 73x37 No No 6 End Window 7/8"Lami IG FL15781.11 55 60 40.1 53.6 73 x 63 73x37 No No 7 Int Window 7/8" Lami IG FL15781.11 55 60 40.1 43.4 73 x 63 52x49 No No 8 Int Window 7/8" LamiIG FL16736.2 60 60 40.1 43.4 11 t x 63 105x49 No No 9 Int Window 7/8" Lami IG FL15781.11 55 60 40.1 43.4 73 x 63 52x44 No No Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative FL16736-R2 Revision 2017 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc •••• • • • • •••• • • • •• • •••• • •••• • •••• • • •••• • • •• •• • •• • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • •• • Compliance Method E i, i•n •eport from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 O Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReport871C.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd51IABPugYUIXIzzF.IrTCXA%3d%3d[I/2/2018 11:05:25 AM] Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Product's FL # ASTM E1996-09 PA/TAS 201/202/203 Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 •••• •••• Model, Number or Name 16736.1 I HS-8200 PVC Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 16736.2 • • 2009 1994 Description • • • •• a •••• HS-8200 PVC Horizontal S;idgr• ZWPACT, g ' 6 63", XO c r•OK • • • i Installation Instruction% FL16736 R2 II CWS-871GkpiIf• Verified By: Lucas A. TurrTe, ,5 i 1 • Created by Independent ThParty: Yet. . Evaluation Reports � � ird • • • • FL16736 R2 AE__EvalRep5R871.pdf •' Created by Independent Tihir.W .ty: Yes • • • • • • HS-8200 PVC Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. • • • • ••••.• • • • • • • • • • • • • • • • HS-8200 PVC Horizontal SItcie. 7Ir"'ACT, 1j];' 463 , X02. Installation Instructions •• • FL16736 R2 II CWS-869C.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R2 AE EvalReoort869C.odf Created by Independent Third Party: Yes Contact Us : • 2601 Blair Stone Road. Tallahassee FL 37399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 7007-7013 State of Florida. • • Privacy Statement • • Accessibility Statement • • RefundStatement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ;J �Rattk Credit Card Safe curityMETR1CS https://BoridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2f1Zm6TgPohLz6ont0d5HABPugYUIXIzzFJrTCXA%3d%3d[1/2/2018 11:05:25 AM] URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 1 1 1 "x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th 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 PotPfL• 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 Tesag'Caboratdrios,: • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS• 201, 2a2, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMiV' A: • • • •.. • .. .• 101/I.S.2/A440 '08 • • • • • .. • . • 4) Supplemental Calculations to support CWS-869C, signed and sealed by Luca¢ A!T:rner, 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- 1 1 17.02t, and in the fixed glass requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A.14-0916.11t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t • •• • •• • • •. • 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. 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. 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 • • • • • • • • • • • • • • • • • • • • • ••• •• •• . •• • •• •• • • • • • • • •• • • • • •• • •• •• •••• •• •• •• • •• •• •• • •• •• •• • •• •.• • •• •• • • • • • GENERAL NOTES: HORIZONTAL SLIDER - LARGE MIS LE•IfVIPAST••• 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • • • • • • • • • • TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • • • • • • • • • EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • • • • • • • • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • • • • • • • • • • IN ASTM E 1996 PER THE FBC. • •• • • • •• • • • •• • • 112 1/4" MAX. OVERALL FLANGE WIDTH 1" MAX. UNIT WIDT)� 49 15/16" GLASS DLO • • • • • • • A 24 5/8" GLASS DLO 64 1/4' MAX. OVERALL FLANGE HEIGHT 63' MAX. UNIT HEIGH 59 MA SA/ HEI /16' iH GHT B X /=> I I 58 GLASS DLO 6" O rl X E D r C ) 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". • • • • 4. DESIGN PRESSURE RATING: • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND • • • •• 56 /4" GLASS DLO e e e f 27 15/16" MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS & GLAZING DETAILS,3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 A GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT ci1t ►i [Ir WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL o040REtott W ,T No 56201 --P - 9 ; STATE OF cam: 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. GENERAL NOTES AND ELEVATIONS DRAWN BY: TEF DATE: 10/11/13 DWG # CWS-869 REV.: C SCALE: 1:20 SHEET 1 OF 6 • • ••• • • • ••• •• •• • •• • •• •• • • ••• •• • •• ••• • • • • •• • •••• • • • •• •• •• • • • • • • • • • • • • • • • • QUANEX DURASEAL IG SPACER 11 30 • • • • • • • ••• • • • • • • ••• • •• • •• • • • • • • • • • • • • • • • • • ••• • ••• • •• • • • �•• ••• •• 7/8" OVERALL • • •••• 11 • • • • • • • • • • •• • 3/16" ANNEALED OR /MaERGD • • • • •• • • • • •• •; 1!4" AIR SPACE (i(Y 7/16" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A FIXED GLASS QUANEX DURASEAL G SPACER 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIR SPACE 5/16" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER -- 1/8" ANNEALED GLASS TYPE B SASH GLASS PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE r SETTING BLOCKS PER FBC 2411.3.3.11 CONTZW8. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL p,`,NO,RE Py"• • CENS ••••• : No 58201 O' STATE OF :"L ys•"'.L O R 1 G �.• Q��: 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: TEF DATE: 10/11/13 DWG it C W S-869 REV.. C SCALE: 1:1 SHEET 2 OF 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ••• • • • • •• ••• • . • • • •• • • • • • • • • ••• • • • • ••• INTERIOR SECTION VIEW A -A INTERIOR • • • • • • • • • • • ••• •• • •• • • • • • • • ••• • •• hi • • TII■�••• ••• SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME • • • • • • • • • • HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) X SECTION VIEW D-D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNITS. JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. NOTES: - EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 WIN®/11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL llllllllll ' #0 %s' PµDREW T 4. CEN G No 5S2D1 190.• STATE OF :0i zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: TEF DATE: 10/11/13 DWG #: CWS-869 REV.: C SCALE: 1:2 SHEET 3 OF 6 • ••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • •• •••• •• • •• • •• •• • •• •• •• • • • • • •• • • • .•• PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL H-6049 Main Frame, SH/HS, Flange, PVC Mikron PVC 2 H-1681 Fixed Rail, Heavy Duty, Aluminum Keymark Alum 3 S-6077 Comer, HD Fixed Rail, PVC Mikron PVC 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax Steel 6 P-3342 Seam Sealer, SM-5504 Schnee Silicone 7 S-1776 Roller Track Keymark Alum 8 S-6013 Screen Adapter, Jamb, PVC Mikron PVC 9 S-6014 Screen Adapter, Head & Sill, PVC Mikron PVC 10 P-4479 Weep Cowr w/ Flap M&M Nylon 11 S-6064 Glazing Bead Mikron PVC 12 H-6050 Sash Meeting Rail, PVC Mikron PVC 13 H-6051 Sash Pull Rail, PVC Mikron PVC 14 H-6052 Sash Top/Bot. Rail, PVC Mikron PVC 15 H-1497 Reinf. Sash Meet. Rail Keymark Alum 16 H-1498 Reinforcement, Sash, Side Rail Keymark Alum 17 H-1699 Reinforcement, Sash Pull Rail Keymark Alum 18 P-3429 Wstp., 0.270 x .187 back FinSeal, Go Ultrafab 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 Rotary 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 Znc Fastenal Steel 28 GLASS SEE SHEET 2 CARDINAL GLASS 29 Purfect Glaze "H" or Sikaflex 552 Henkel/Sika Silicone 30 P-3028 Set. Blk., 85 Dur., 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 Impact Channel, Sash Keymark Alum 45 P-3748 #6 X5/8 Ph FH TEK, Znc, 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 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal Steel 2 11/16" 3 1/8" •• • • • • • • • • PVC FRAME IZANIBE-11049• • • • • • • • 3 9/16' 1/16" • • • le • •• •1---1"• • • • • • • • • • • PVC FRAME FIN-6048 • 1 15/16'1 1 5i /8" 1/16" HD MTG RAIL-1681 r— 23/16' 1 5/16" 1/16' PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 r 0 3116' 6" PLAN VIEW-1999 6" J PLAN VIEW-2000 -i L 0 6" PLAN VIEW - 1577 3/16' 11 r LINE ITEMS NOT USED: 4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. HEAD IMPACT HOOK - 1999 0 3/16" 5/8" I -- 5/8" 1_ r PANEL IMPACT CATCH - 2000 0 3/16" ALUM SASH IMPACT HOOK - 1577 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 c (goiii r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT 5/8" f� 15 1' L--1/16" SASH MTG. RAIL-1497 3/16'Z 3/4' r 7/16" 1/16" S.B.R./S.S.R. - 1498 PVC GLAZEBEAD - 6064 1/2- PVC SCREEN CATCH - 6013 5116- „/8••--j 40 SCREW SUPPORT 3113 PVC SCREEN SUPPORT - 6014 1/16" 3/4" 15/16" SASH REINF - 1699 f 1/16" 1 1/4" 1/16" ROLLER TRACK - 1776 GLAZE BEAD - 1112 3/8" PVC ANTI -LIFT - 6005 PROPRIETARY AND CONFIDENTIAL :Op5..��Oi.)4. w Ne 58201 ""try * * .*••• Q': STATE OF ' W 4 ti: OR1 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION BOM AND EXTRUSIONS DRAWN BY' TEF DATE: 10/11/13 DWG # C W S-869 REV.. C SCALE' 1:2 SHEET 4 OF 6 . ••• • • • ••• •• •• • • •• • .• •• • • • • • •• •. •• •• • . • •. • • •• •••. •. • •• • . •• •. • •• •. •• • • •.• • •• •• • . • • • 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. 0 C. (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. LL IN TA L TI N AN H R S B A E F R PR T C E T A OR SO ESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 3" (TYP.)-1 3" (TYP.) r- 16 1/4" [MAX. O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) • • • • • • • • • . • .• •• • • • •• • SL•E NOTL•2 • • 4' (TY: ) { 4'f A / INSTALLATION •'ANA-IOR (TYP•E, • • • • • • • • i • • • • • • • •8" • • • • MAX. O.C. (TYP.) • • • • • • • • • •• 8" MAX. O.C. (TYP.) . .=› 1 . [ ANCHOR LAYOUT - (FIN) o,' WINDOW SYSTEMS [ 1r 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL `s P.<:\ C E N SF.'�9'�� No 58201 •-.fi ▪ I• V* STATE OF 9/22/2017 Cc.": 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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER 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 TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMF*100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) LUCAS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION' ANCHOR SCHEDULE AND NOTES DRAWN BY: TEF DATE' 10/11/13 DWG #: CWS-869 REV C SCALE: 1:25 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST_ SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM - 1/4" MAX. SHIM 06 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • •• •• • • • • • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • •••• •• • •• • •• • •• • • • • • • • • • Y MIN. EMBEDMENT SEE TABLE 1 • • • • • • • 1/4" MAY. SHIM • • • • • • • • • • • • • ••• • INST4144TIQN viCHOj2 SEF,TABLE j • • • • • • • • • • • • • •• • • SUBSTRATE BY OTHERS • SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE - TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMB ENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16' fTW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2XMIN. 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 HILTI KWIK-FLEX OR 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 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT J BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR.( SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 4. HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION OHORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION v 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. Cuotto WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT PROPRIETARY AND CONFIDENTIAL ,o°Pµ'nnlp µOREby f T CErys. • No 58201 "2-P11 *, * * • • ▪ .• ." STATE OF "'ONAi1Stagy S" 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PI -I. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: TEF DATE 10/11/13 DWG#: C W S-869 REV.: C SCALE 1:2 SHEET 6 OF 6 Florida Building Code Online Page 1 of 4 !1•MA• , d usiness Professto al egultio BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff i BCIS Site Map Links Search Product Approval USER: Public User Product Ai:Proval Mem) > Product or Application Searth > Aoolication Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15781-R Revision 2017 Approved Sok-Lite LLC 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-1136 PLa ng a n @soft-1 ite. co m Vivian Wright rickw@rwbIdgconsultants.com • • • • • •• • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • •••• • • • •• •• • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15781 R7 COI (a) Certificate of Indeoendence.oclf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Ysar AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEOW... 1 /3/2018 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/07/2017 10/10/2017 10/15/2017 12/12/2017 FL # Model, Number or Name Description 15781.1 a. "Imperial LS DSL12" Double Slider Window Extruded PVC Double Horizontal Sliding Window - (XX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15781.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15781 R7 I1 (a) Inst 15781.1.0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15781 R7 AE (a) Eval 15781.1.odf Created by Independent Third Party: Yes • • • • • 15781.2 b. "Imperial LS TSL12" Triple Slider Window Extruded PVC Triple Horizontal S•liiiii0 Widow - (X-04 • • Configuration) • Limits of Use Installation Instructions • •.6. Approved for use in HVHZ: No FL15781 R7 II (a) Inst 15781,2!tidt • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, 1/1.E.+98409 • • Impact Resistant: No Created by Independent Third P i,/et Design Pressure: N/A Evaluation Reports • Other: See INST 15781.2 for Design Pressure Ratings, any FL15781 R7 AE (a) Eval 15784125IS• ••• • additional use limitations, installation instructions and product particulars. Created by Independent Third Qrt •Yet •••--• • • •• 15781.3 c. "5300 DSL53 (G5352)" Double Slider Window Extruded PVC Double HorizontaPSlid ng Nindow• (XX • Configuration) • • • Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15781.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions • • • • FL15781 R7 1I (a) Inst 15781.3.odf • • • • • • • • • Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15781,...,,R7....,AE ..,.(a..)...Cva.11 1,5.,7£31.,,,'.,,, df Created by Independent Third Party: Yes 15781.4 d. "5300 DSL53 (G5352)" Double Slider Window Extruded PVC Double Horizontal Sliding Window - (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R7 II (a) Inst 15781.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.4 for Design Pressure Ratings, any FL15781 R7 AE (a) Eval 15781.4,pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15781.5 e. "5400 SSL54 (G5402)" Single Slider Window Extruded PVC Single Horizontal Sliding Window - (OX or XO Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15781.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15781 R7 II (a) Inst 15781.5.0df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15781 R7 AE (a) Eval 15781.5.odf Created by Independent Third Party: Yes 15781.6 f. "5400 SSL54 (G5402)" Single Slider Window Extruded PVC Single Horizontal Sliding Window - (OX or XO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL15781 R7 1I (a) Inst 15781.6.0df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEOW... 1 /3/2018 Florida Building Code Online Page 3 of 4 Design Pressure: N/A Other: See INST 15781.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Evaluation Reports FL15781 R7 AE (a) Eval 15781.6.pdf Created by Independent Third Party: Yes 15781.7 g. "5400 TSLF54" Triple Slider Window Extruded PVC Triple Horizontal Sliding Window - (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781. R7 II (a) Inst 15781.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.7 for Design Pressure Ratings, any FL15781 R7 AE (a) Eval 15781.7,pclf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15781.8 h. "5400 TSLF54" Triple Slider Window Extruded PVC Triple Horizontal Sliding Window - (XOX Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15781.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15781 R7 1I (a) Inst 15781.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15781 R7 A[......(aUEval 1.5781.8.Pdf Created by Independent Third Party: Yes • • • • • • • • • • • • • • 15781.9 i. Series "Barcelona" Model "SSL30I" .•• Extruded PVC Horizontal Sliding "Impact" Window, Missile Level "C" Excludes Wind Zone 3•aI Nib or 0X• • • • Configurations) • Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15781.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions • • • • FL15781 R7 II (a) Inst 15781f9.4.14 • • • • • • • • • • • • • • • • Verified By: Lyndon F. Schmidt, P.E. 43409! Created by Independent Third Pa!t " ccS Evaluation Reports • • • • FL15781 R7 AE (a) Eval 15781.9p. df Created by Independent Third :ATM • • 15781.10 j. Series "Barcelona" Model "SSL30I" • Extruded PVC Horizontal Sliding•'ImpBcts Window, Missile Level "D" Includes Wind Zone 4 (RC or QX Configi/?dtiies.) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15781.10 for Design Pressure Ratings, any additional use limitations, installation instructions and pr..0 •a icu .rs. 15781.11 k. Series "Barcelona" Model "SSL30I" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15781.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product .articulars. VIIPVIW 15781.12 . eries ":arcelona" Model "TSL30I" Installation Instructions FL1S781. R7 II (a)Inst1.57S1.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15781 R7 AE (a) Eval 1.5781.10,ndf Created by Independent Third Party: Yes •• • Extruded PVC Horizontal Sliding "Impact" Window, High Velocity Hurricane Zone Large Missile (XO or OX Configurations) Installation Instructions FL15781 R7 II (a) Inst 15781.11.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15781 R7 AE (a) Eval 15781.11.ndf Created by Independent Third Party: Yes Extruded PVC Triple Horizontal Sliding "Impact" Window, Missile Level "C" Excludes Wind Zone 3 and 4 (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15781.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15781 R7 II (a) lnst 15781.12,0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1.5781 R7 AE (a) Eval 15781.12.pdf Created by Independent Third Party: Yes 15781.13 m. Series "Barcelona" Model "TSL30I" Extruded PVC Triple Horizontal Sliding "Impact" Window, Missile Level "D" Excludes Wind Zone 4 (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 4 of 4 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 15781.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15781 R7 II (a) Inst 15781.13,Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15781 R7 AE (a) Eval 15781.13.ijdf Created by Independent Third Party: Yes 15781.14 n. Series "Barcelona" Model "TSL30I" Extruded PVC Triple Horizontal Sliding "Impact" Window, High Velocity Hurricane Zone Large Missile (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes 015781 R7 II (a) Inst 15781.14.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL.1.5781. R7 At (h) Eval 15781,14.1if Created by Independent Third Party: Yes 15781.15 o. Series "Barcelona" Model "DSL30" Extruded PVC Horizontal Sliding "Non -Impact" Window (XX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A .Other: See INST 15781.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15781 R7 II (a) Inst 15781.15.odf • • • • • • • • • • • • • • • • • • • • • Verified By: Lyndon F. SchmidtpP.E. 44409 Created by Independent Third PareYe: Evaluation Reports FL15781 R7 At (a) Eval 1578t.•9,2df• Created by Independent Third Pipiti4Vi •••• 15781.16 p. Series "Barcelona" Model "TSL30" Extruded PVC Triple Horizontal SIRIli4 •Non-Impxt" Window (XOX 1/4-1/2-1/4 and XOX 1/3.140a,eonfigurAlips) • Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15781.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions • • • • • • FL15781 R7 II (a) Inst 15781.16,.� _ Verified By: Lyndon F. Schmidt:.E:43�09 Created by Independent Third party: Yes Evaluation Reports • FL15781 R7 AE (a) Eval 1578i.1643 f• Created by Independent Third Party: YES • • • • • • • •• • • • • •• • IBackl Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 nem. Product Approval Accepts: ITICCAL_J-E Credit Card Safe securitymEr. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1 /3/2018 R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evalliation °Report .Report No:: nfe' FL-15781.11 August 29, 2017 Product Category Sub Category Manufacturer Product Name Windows Horizontal Slider Soft-Lite LLC 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-3400 "BARCELONA" Model "SSL30I" Sliding Window "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Soft-Lite LLC based on Rule Chapter No. 61 G20-3, Method 10 of the State of Florida Product Approval,.Depe.tr ent of Business & Professional Regulation. • • • • • • Limitations: • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial inlerestin the company manufacturing or distributing the product or in any other entity involved in the approval process Ottae product reamed herei?i. • • • •. • • • • • • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code 4F•i;Q)4fructura►Gequirements.. • including the "High Velocity Hurricane Zone". •• • • •• •p � 2. Product anchors shall be as listed ands aced as shown on details. Anchor embedment to base materia % beyond wall dressing or stucco. • • • • • • • • 3. When used in the "HVHZ", this product complies with Section 1626 of the FBC and does not require an i rAgct rsistant it vexing. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry constructien.• • • • • • • • 5. Site conditions that deviate from the details of drawing FL-15781.11 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15781.11 for size and design pressure limitations. 7. This product meets the w.ter i filtration requirements for "HVHZ". uppo ing ' ocuments: 1. Test Report No. TEL 03001826 TEL 03001829 TEL 03001832 TEL 03001870 2. Miami Dade NOA 15-1201.11 15-0528.13 3. Drawing No. No. FL-15781.11 4. Calculations Anchoring ASTM E1300 Glass Load Test Standard TAS 201, 202 & 203-94 TAS 201, 202 & 203-94 TAS 201, 202 & 203-94 TAS 201, 202 & 203-94 Materials Testing Saflex® PVB Interlayer (Eastman Chemical PVC Extrusions (Vision Extrusions Ltd.) Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by Farabaugh Engineering and Testing, Inc, certifying that Soft-Lite LLC is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Testing Evaluation Lab, Inc. Testing Evaluation Lab, Inc. Testing Evaluation Lab, Inc. Testing Evaluation Lab, Inc. Company) Soo�� 5 S Ci • 1r• • :! 0 STATE rjF 'C\ NI/BA109:,it. Signed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E, Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 8/29/2017 � . • • • • • • • • • 3 -Lite Permanent \ A - Florida Product Approv • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • • • • • • • • • • • • • Ef SoftLi Windows Bringing quality to light. 10250 Philipp Parkway Streetsboro. Ohio 44241 GENERAL NOTES 1y • • • ••• • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • ••• • ••• • "BARCELONA" Model "SSL30l" SLIDING WINDOW "IM PACT' •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. This product meets the water infiltration requirements for the "HVHZ". TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevations. design pressures and general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring 5 Components 6 Bill of materials and glazing detail SEE CHART FOR FRAME SIZES r.0 w g o ce- 0 y /// i X /\ / /,// 11 /// 0 / /// i MAX FRAME DIMENSION MAX. D.LO. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSMVE NEGATIVE; r 73.0" X 63.0" * 31.437' x 54.375" GI +55.0 -60.0 73.0" X 56.0" 31.437' x 47.375" GI +55.0 -60.0 73.0" X 48.0" 31.437" x 39.375" G1 +60.0 -65.0 *Requires extemal stile reinforcement (Item # 17) SOFT—LITE WINDOWS 0 re a OR ASSEMBLY: REVISE GLAZING DETAIL z 0 rn ce 0 z k1E: 4/26/17 SCALE N.T.S. DWG. er: JK CHIC HT: IFS DRAWING NO.: FL-15781.11 SHEET 1 OF 6 ients\Soft-Lite Permanent\+- Florida Produc • • ... • • • ••• •. .• . • .• • •• •. . • • . . •• •. •. •. • • • •• • • •• ••.. •• . •• • . •• •• • •• •• • • • • • • • •• •. • . .•. • • • • • • • •• X© O v v v 1-1 /4" MIN EMB. (TYP.) lO2 HORIZONTAL CROSS SECTION 2X Buck Construction J. A • • v INTERIOR SEE NOTE 1 0 • • •• 1. !leo # 17 retired fir wits • gleate466"inneight. • 0 HORIZONTAL CROSS SECTION Shown Direct to Masonry 44 HORIZONTAL CROSS SECTION ED EXTERIOR INTERIOR 02 33 HORIZONTAL CROSS SECTION Shown w/ 1 X Buck 0© 0 0 1 O G� _g . o 0 ` urda;nurnnrnro 2111 4#411" � � ■s -IV 0 0 coo0 0 0 SEE NOTE 1 HORIZONTAL CROSS SECTION '7.' I11. 1-1/4" MIN. EMB. (TYP.) NOTE: 1. Item #J located 7-1 /4" from each end and 1 at the center (3 total). 0 0 ce a SOFT—LITE WINDOWS OR ASSEMBLY: 0 0 Q 0 0 Z DATE: 4/26/17 SCALE: N.T.S. DWG. BY: JK CNN. BY: LFS DRAWNC NO.: FL-15781.11 sNEEr 2 or 6 ILOING CONSULTANt m n CT 5781 Horizontal Slid • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • SEE NOTE 1 EXTERIOR SEE OTE 1 • • INTERIOR SILICONE SEALANT 1 VERTICAL CROSS SECTION 3 2X Buck Construction NOTE: 1. Item #iJ located 4-1 /8", 17-3/8", 2 -1 and 31-1 /4" from Jamb stile end (4 total). SEE NA) EXTERIOR i• • • • • k • • • • • • INTERIOR SEE SILICONE SEALANT NOTE 1 C)VERTICAL CROSS SECTION Shown w/ 1 X Buck EXTERIOR 1/ INTERIOR SILICONE SEALANT 33 VERTICAL CROSS SECTION 3 Shown Direct to Masonry U 0 0 a SOFT —CITE WINDOWS PART OR ASSEMBLY: REVISE GLAZING DETAIL >- m rn 0 cc Zi O z DAZE 4/26/17 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15781.11 SHEET 3 or 6 0 201 7 R.W. -15781 Horizontal Sliders \C - Drawings\FL-15781 6 R:\Olents\Soft-LRe Permanent \A - Florida Product Ap 2" (TYP.) 6" (TYP.) SASH • • ••• • • • ••- •• •• • • •• • •• •• - • • • • •• •• •• •• • • • • • • • • • • • • • - • • •• • • •• •• - • • • • • • •• • • • ••- • • • • • • • - • • • •• • •• • - • • • • - • • • • • • • • • • • • • • • • • - • • • • • • • • • • • •• • • • •• • • • •• •4i • • P.r • • • • • • jlf I•• • • • • • • • } 2X BUCK MASONRY OPENING � V 0 BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR:. IT1N TAPCON • 1/4" 1-1/4" 2" 4" ELCO ---U6IRA�ON® 1/4" 1.1/4" 1" 4" _� WOOD SCREW INSTAL— L T N NOTES: 1. Maintain a m nimum 5/8" edge distance, "end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. • BUCK FRAM MASONRY OPENING • [TYP) E FL. , 6" (TYP) 1 t 1 2X BUCK IX BUCK O i DIRECT TO MASONRY © (TYP.) f != O 11 i'« J FRAME ANCHORING ."`..qu*iur U 0 0 SOFT—LITE WINDOWS PART OR ASSEMBLY: BUCK AND FRAME ANCHORING REVISE GLAZING DETAIL 0 0 z mm 4/26/17 SCALE: N.T.S. DWD. Br: JK CHIC Br: LFS DRAWING No.: FL-15781.11 SHEET 4 or 6 02017 R.W. BUILDING DONSULTAN1.9 0 Lite Permanent\A - Florida Produc 4.29" 3.25" 3.08" 0.074" Y 0.058" FRAME 1.07" --- ODSL HANDLE SASH r CO C 1 0.27" • • ... . • . ••• •• .• •• •• • •• •. • • • . . •. •. • • • • •• . • • . •• •••. •• • • • • •• •. • •. •. • • . ••. . • • • • ••• • • . • • • • • • •• • • 11888" • • • • • • • 41 • • • • •• • • •• • • • • • • • • • • • • • • • •• • O 23 PVC COVER FOR HS REINFORCING BAR 1.75' OKEEPER RAIL •• • • •• t.• w i".• P • • • •• • • • • • HI MED MNBL SPACER • • • • • • •• 0.68" 0.07' -.--i �~ i 0.25" REINFORCEMENT 0 DSL COVER 1.T 0.1 0 1.64" 1.2T' CANTILLFTTRACK 1 —T 0.06" 1.67' 1 --- 0.061" ODSL FRAME FILLER 1. 9" -- 0.065" 1.96" 0.27" 1— OLOCK RAIL 1.34" 0.27' { 0.4" I 1 }/ice o 1- 0.357' 0.345" F-- 13 REINFORCEMENT 1.94" 1 I-- 1.0T ODSL MAIN SASH 1.86" F 1.15" 0.24" O ° 38"7/I 0.44" 14 REINFORCEMENT 16 REINFORCEMENT 12 SILL ROLLER TRACK 1.34" 0.059" yrOr 0.186" 1r'i'. 0.090" 1 --1.15" --1 C 5 REINFORCEMENT SOFT—LITE WINDOWS O a PART OR ASSEMBLY: COMPONENTS 0, 0 REVISE GLAZING DETAIL 0 w 0 O z Dore: 4/26/77 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL- 75787.1 1 SHEET 5 OF 6 U 3 0 0 FL-15781 6TH ED (2017)\FL-15781.9-11.d R:\Clients\Soh-Lite Permanent\A - Florida Product Appro • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• •• •• • • • •• • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• BILL OF MATERIALS • • • • • • 1 REM # •MMERLR • I ' A IX BUCK SG >= 0.55 WOOD 4 B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEiC• E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 • CONCRETE • F #8-15 X 2-1/2" TRUSS HEAD SMS (1-3/8" MIN. EMBEDMENT) SQL• G 1 /4" X 3-1/4" HWH ELCO OR ITW CONCRETE SCREW STEEL H 1 /4" X 2-3/4" HWH ELCO OR ITW CONCRETE SCREW STEEL J #10-16 X 2-1/2"PFHTEKSS SS 1 FRAME' PVC 2 HS FIXED PANEL SPACER' PVC 3 WEEP HOLE COVER' PVC 4 DSL FRAME FILLER* PVC 5 DSL HANDLE SASH' PVC 6 KEEPER RAIL' PVC 7 LOCK RAIL' PVC 8 DSL MAIN SASH' PVC 9 GLAZING BEAD' PVC 10 DSL COVER` PVC 11 ANT1UFT TRACK' PVC 12 ROLLER SILL TRACK ALUM. 13 REINFORCEMENT (6065-T5 ALUM) ALUM. 14 REINFORCEMENT (6065-T5 ALUM) ALUM. 15 REINFORCEMENT (6065-T5 ALUM) ALUM. 16 REINFORCEMENT (6065-T5 ALUM) ALUM. 17 REINFORCEMENT (6065-T5 ALUM) ALUM. 18 SPACER - 19 ROLLER ASSM. - 20 LOCK - 21 LOCK KEEPER - 22 #7 X 3/4" PFH TEK (LOCK) SS 23 PVC COVER FOR HS REINFORCING BAR (item # 17) PVC 26 #8 X 1" PPH TEK (KEEPER) SS 27 #10-16 X 1-1/2" PFH TEK SS SS 28 WEATHERSTRIP (187-270TRI-FIN) - • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS UCENSEES IN "AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". • ••• • • •• • •• • • • • • • • • • • • • • • • • • • ••• • ••• • • • •• ••• •• • • • • • • •• • • • • • • • ••• •• 5/8" GLASS BITE 7/8" THICK *NOTE: TEMPERED G Gl GLAZING DETAIL 1 /8" ANNEALED 0.090" SAFLEX PVB INTERLAYER 1 /8" ANNEALED AIR SPACE l/8" ANNEALED OR TEMPERED * DOW 2400 SAS STEEL INTERCEPT SPACER EQUIRED IN THE'HVHT' FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. fr U 0 a SOFT—LITE WINDOWS REVISE GLAZING DETAIL z 0 0 ce 1- 0 O Z DATE: 4/26/1 7 SCALE: N.T.S. DWG. BY: JK CHK. BY. LFS DRAWING NO.: FL-15781.11 SHEET 6 OF 6 © 201 7 R.W. But Florida Building Code Online Page 1 of 3 C� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff j BCIS Site Map Links Search Product Approval USER: Public User produrt Approval M?nu > Product or Auulication Search > Aoolication Ust FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Application Detail FL15780-R7 Revision 2017 Approved Soft-Lite LLC 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-1136 PLangan@soft-lite.com Vivian Wright rickw@rwbIdgconsultants.com • • • • • • • • •••• • • • • •• • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • •• • •• • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15780 R7 COI (a) Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 • • • •• • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA InEOW... 1 /3/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/07/2017 10/11/2017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 15780.1 a. "Imperial LS DH12" Double Hung Window Extruded PVC Double Hung Window - (X/X Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15780.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. I Installation Instructions FL15780 R7 II (a) Inst 15780.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15780 R7 AE (a) Eval 15780.1.pdf Created by Independent Third Iorty: Vs • • • •• • • 15780.2 b. "5400 DH54 (G5405)" Double Hung Window ••• • • • • • • • Extruded PVC Double Hung WinCc "P (X/X Configl•alien) • Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15780.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions • • • • FL15780 R7 II (a) Inst 15780 2, d./ • Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third M*yf idK Evaluation Reports • • • • • • FL15780 R7 AE (a) Eval 15780.2.0(1f Created by Independent Third VI-nY1 • • • • • • • • • • • •• • • • 15780.3 c. "5400 DH54 (G5405)" Double Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15780.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Extruded PVC Double Hung Winnow • XXX Configuration) •• • •• • • • • Installation Instructions FL15780 R7 11 (a) Ins[ 15780.3,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15780 R7 A[.......(b)... Eval.....5782:3.,P..f)f. Created by Independent Third Party: Yes •• • 15780.4 d. "5300 DH53 (G5305)" Double Hung Window Extruded PVC Double Hung Window - (X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R7 I1 (a) Inst 15780.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15780.4 for Design Pressure Ratings, any FL15780 R7 AE (a) Eval 15780.4.pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15780.5 e. "5300 DH53 (G5305)" Double Hung Window Extruded PVC Double Hung Window - (X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R7 lI (a) last 15780.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15780.5 for Design Pressure Ratings, any FL15780 R7 AE (b) Eval 15780.5.pclf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15780.6 f. Series "Barcelona" Model "DH30I" Extruded PVC Double Hung "Impact" Window, Missile Level "C" - (X/X Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL15780 R7 II (a) Inst 15780,6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Other: See INST 15780.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Evaluation Reports FL1S780 R7 AE (b) Eval 15780.6.odf Created by Independent Third Party: Yes 15780.7 g. Series "Barcelona" Models "DH30I" & "DH3OPI" Extruded PVC Double Hung "Impact" Window, Missile Level "D" - (X/X Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15780.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars^ Installation Instructions FL15780 R7 II (a) Inst 15780,7,utlf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15780 R7 AE (b) Eval 15780.7.pdf Created by Independent Third Party: Yes Y 15780.8 h. Series "Barcelona" Models "DH30I" & "DH3OPI" r Extruded PVC Double Hung "Impact" Window, High Velocity Hurricane Zone - (X/X Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL15780 R7 1I (a) Inst 15780.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15780.8 for Design Pressure Ratings, any Evaluation Reports FL1-5780 R7_AE (b)_Eval15780,.8..p.d 1 additional use limitations, installation instructions and Created by Independent Third Party: Yes ••••• product particulars. t _�� 1 • ` a.!. a •)•• 15780.9 i. Series "Barcelona" Models "DH30" & "DH3OP" • • • • • Extruded PVC 'uble Hung "Nogiwic Windoi•TX•X L Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15780.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15780 R7 11 (a) Inst 15780.1. f • Verified By: Lyndon F. Schmidt, 84443.409 Created by Independent Third Party: Yes Evaluation Reports • • •• • • FL15780 R7 AE (a) Eval 157/16)40 L7 Created by Independent Third Eiayi ZP•S • • • • • • • • • • • • • •• • • • • • • •• • Contact Us :: .601 Blair Stone Road. Tallahassee FL 32399 Phone 850-487-1824 • • • •• • • • • •• • The State of Florida Is an AA/EEO employer. Coovrlaht 2007-7013 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 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: 1Z,1 G.—r IeCFttkl Credit Card Safe securityM ETRICs' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1 /3/2018 B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 • ;Product Evalnation.Report Report No.: Date: Product Product Category Sub Category Manufacturer Product Name Windows Double Hung Soft-Lite LLC 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-3400 "Barcelona" Model "DH30I" & "DH3OPI" Double Hung Window "Impact" _ Scope: Limitations: 1. • • • • • • Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P:l;.,(Sy$tem ID # 1%9131 for Soft- • Lite LLC., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Qpprpy§l, Dep�rLr� •nt of • • Business & Professional Regulation. • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial ihtelt8gt in thegpiy • • manufacturing or distributing the product or in any other entity involved in the approval proceSS 8t'the product named here1r1r • • • ••• • • • • •• ••• •• • • This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FB ) structucalcaquiremen!s•' including the "High Velocity Hurricane Zone". • • • • • • • •• • •• • • • . • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyoflt7 WWI dressing or stucco. 3. When used in "HVHZ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15780.8 require further engineering analysis by a licensed engineer or registered architect. 6. This product meets the water infiltration requirements for "HVHZ". 7. See drawing FL-15780.8 for size and design pressure limitations. Supporting Documen s: 1. Test Report No. TEL 03001734 2. Miami Dade NOA 17-0712.04 15-0528.13 3. Drawing No. No. FL-15780.8 4. Calculations Buck Anchoring ASTM E1300 Glass Load Test Standard TAS 201, 202 & 203-94 Materials Testing Saflex• PVB Interlayer (Eastman Chemical Company) PVC Extrusions (Vision Extrusions Ltd.) Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by 0011111/111 RW Building Consultants Inc (CA #9813) w0 F' OJ,1., `�� SCf-iR�/ i Lyndon F. Schmidt, P.E. ,b4.• �:�G E Sic'• 6.#1, 5. Quality Assurance Certificate of Participation issued by Farabaugh Engineering and Testing, Inc, certifying that Soft-Lite LLC is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. No 43409 wr STAT o, SS . .• 1Qitaea®aaa°°° 'ill ION A1- 0' Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 10/11/2017 • •• Sheet 1 of 1 R\Clients \Soft-Lite Permanent\A - Florida Product Approvals \FL•15780 Double Hung • Drawings\FL-15780 (2017)\FL-15780.6-8.d • • ••• • - •• •• • • •• • •• • • • •• • •• •• •• •• • • • • •• • ••• - • • •• •• • •- • • • • • • •• • - • • • • . • - SoftLi ;windows Bringing quality to light. 10250 Philipp Parkway Streetsboro, Ohio 44241 • • • ••• • • • • • •• • ••••- a••••• • •• • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• •• ••• •••• ••• - • • • • •• • • • • • • • • • • •• "BARCELONA" Model "DH301" and "DH3OPI" DOUBLE HUNG WINDOW "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. This product meets the water infiltration requirements for the "HVHZ". TABLE OF CONTENTS SHEET* DESCRIPTION 1 Typical elevations, design pressures and general notes 2 Horizontal cross sections 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring 6 Components 7 Components 8 Bill of materials and glazing detail • • SEE CHART FOR FRAME SIZES SEE CHART FOR FRAME SIZES x /% i x Model "DH301" SEE CHART FOR FRAME SIZES x k x Model "DH30PI" MODEL _ MAX. -FRAME DIMENSION MAX. D.L.O. : DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE "DH301" 54.0" X 76.5" 46.25" x 33.875" GI +55.0 -65.0 "DH3OPI" 54.0" X 76.5' 46.25" x 33.50" GI +55.0 -65.0 MI% 0 cc SOFT—LITE_ WINDOWS PART OR ASSEMBLY: 00 WZ o -cc O 2 Q� wv, CC CC U � a. 0 w 0 0 z DATE: 4/ 14/ 1 7 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15780.8 N SHEET 1 OF8 g Hardware Notes: I. Locks (2) located on lock rail 1 OE from each jamb. 1-1/4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION 2X Buck Construction • • • ••• • • • ••• .. .. • • • .. .. • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ... 0 HORIZONTAL CROSS SECTION Shown Direct to Masonry 0 HORIZONTAL CROSS SECTION Shown w/ IX Buck 1- 0 a SOFT-LITE WIN 0 0 iz ZN o 00 cm In z w 0 0 z DATE 4/14/17 SCALEN.T.S. owc. By: JK CHK Eft LFS ORAYOC NO.: FL-15780.8 _ 6 CONSULTAN L. INC. m 0 SHED 2 or 8 0 \A - Florida Product Approvals \FL-15780 Double Hu R:\Clients\Soft-Llt • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • • 1-1/4" MIN. EMB. (TYP.) • `••• • • -5�<11 •,"ir t ram• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1-1 /4" MIN. EMB. (TYP.) • • 22 HORIZONTAL CROSS SECTION 3 Shown Direct to Masonry aroEEDEA °HORIZONTAL CROSS SECTION 2X Buck Construction INTERIOR EXTERIOR INTERIOR )-)) 1-1/4"MIN. EMB. (TYP.) BSEEDETAILI te© m %,n/rnii�• Ii y 1111 HORIZONTAL CROSS SECTION Shownw/ IX :uck INTERIOR EXTERIOR 0 0 0 a SOFT —CITE WINDOWS PART OR ASSEMBLY: uJ Z DAM 4/ 4/17 srN-E: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15780.8 SHEET 3 of 8 0 cc cc 2017 R.W. BUILDING CONSULTANIe INC. • • ••• • • • ••• • • • • • • • • • • • • • J • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • °VERTICAL CROSS SECTION 2X Buck Construction o EXTERIOR III VERTICAL CROSS SECTION Shown Direct to Masonry • ••• • •• • •• • • 44 VERTICAL CROSS SECTION 2X Buck Construction 4 (Shown w/ S aped Sill) M N.T.S. owD. er: JK LFS DRAWING NO.: FL-15780.8 SHEET 4 Or 8 N z 3 Florida Product Approvals\FL-15780 R:\°lents\Soft-Lite Permanent\ • • ••• • • • ••• •• •• • • •• • •• •• • •• • • • • • •• • • • •• • • • ••• • • • • • • • • • • w • • • ••• • • • • •p• • • • ••• • •• • • • •• • • ••• • • • • • • • • • • ••• • • • •• • • • • • • • • (TYPE—.— • _ • • • • • • • • v • • •• ••• •• • • • 0--- • • •• • • • • • • • • • • •• BUCK FRAME MASONRY OPENING BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers moy be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE.... MIN. CLEARANCE TO ADJACENT ANCHOR ITW TAPCON • 1/4" 1-1/4" 2" 4" •--- ELCO iitTRACOLt__ 1 /4" 1-1/4" 1"4" WOOD SCREW INSTALLAT ON NOTES: 1. Maintain a minimum 5/8" edge distance, "end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 2X BUCK 1XBUCK G DIRECT TO H MASONRY HEAD & JAMBS (TYP.j IX BUCK DIRECT TO MASONRY THROUGH TILT LATCH BLOCK FRAME ANCHORING 10.5" O.C. (TYP.) r_ •(TYP( U 0 ‘,0,UI*rLrr, SOFT-LITE WINDOWS 0 0 0. a 0 0 0 O a BUCK AND FRAME ANCHORING Y w 0 0 z wtc: 4/ 4/17 scL0 N.T.S. 00. Er: JK cast. et: LFS DRA*1NG NO.. FL-15780.8 SHEET 5 or 8 \FL-15780 (2017)\FL-15780.6-8 R:\Clients\Soft-Lte Permanent\A. - Fbdda Product Approvals\FL-15780 Double Hung\C - Dr • ••• • • • ••• • •• • • •• • •• •• • • • • •• • •• • • • •• • •• •••• •• • •• • •• •• • •• •• • • ••• • •• •• • • ••• • 4.29' 3.25' 3.08" • • • • • • • v • • • !�• ••• • • • 1 • • • ••• • • • •• • • • • • • • • • • • • • • • • •••• • •• • • • •• ••• •• • • • • 1.96" • •• • • • • • n S SLOPED INSERT °O 0 HEAD n In Cr 0 1.13" 4 HEAD POCKET INSERT • • 1.07'� OPLAIN STILE 1.34" I— Lis —I @ REINFORCEMENT 1.5' 0.19" h 1.07'—�-I OSILL ADAPTER 1.34" 0.27' --{ 0.4" I I 1, L I0.36" I l_ 0.35' { REINFORCEMENT 0 24 TILT LATCH BLOCK 12 REINFORCEMENT 0 0 0 K a PART OR ASSEMBLY: COMPONENTS )- m w 0 0 z z 0 DAM 4/ 4/17 SCAM N.T.S. DWG. er. JK OHK. Rr: LFS DRAWING NO.: FL-15780.8 SHEET 6 Or 8 • z z D U J 0 \FL-15780 Double H R:\Clknts\Soft-LRe Permanent \A - Florida Product App • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 4.29" • • • • • ❑� �0.065' JUG • • • • •• • •• 3.09" FRAME • ••• • •• • •• • • • • • • • •• • • • • • • • • • • • • ••• • ••• • • • • •• ••• •• • • 2 1.7" 1 1.19" 0.065" 1.96' 0.27" —H OLOCK RAIL -- 0.065" 4.2" --- 0.05' 3.25" OSLOPED SILL 'LH30P OGLAZING BEAD OKEEPER RAIL SOFT-LITE WINDOWS 0 0 O O_ a PART OR ASSEMBLY: COMPONENTS cn z 0 fr w z H a O O D Z DATE: 4/ 4/1 7 SCALE: N.T.S. DWG. eY. JK m' CHK e+: LFS DRAWING NO.: FL-15780.8 SHEET 7 OF 8 0 s 0 15780 Double Hung\C - R:\Clients\Soh-Lite • • .•• • • • ••• •• •• • • •• • •• •• • • • •• • • • • • • • • •• • ••• •• • •• • • • • • •• •• • • • • • • • • • • • • • • BILL OF MATERIALS • • • • • ITEM i . • . • . • . • • • MA f • A IX BUCK SG >= 0.42 ••� • W I B 2XBUCKSG>=0.42 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW • • • • STEAL • E MASONRY - 3,000 P51 MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM co9• • • • Le • • •Oq•CR TE• F #8-15 X 7' TRUSS HEAD SMS (1-3/8" MIN. EMBEDMENT) • • • SSEEI• • G 1/4" X 2-3/4" HWH ELCO OR ITW CONCRETE SCREW • • • • STEAL • H 1/4" X 2-1/4" HWH ELCO OR ITW CONCRETE SCREW STEEL K 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL M # 10 X 2-3/4" PPH WS (1-3/8" MIN. EMBEDMENT) STEEL 1 FRAME' PVC 2 HEAD' PVC 3 WEEP HOLE COVER' PVC 4 SILL ADAPTER' PVC 5 TOP LIFT HANDLE` PVC 6 KEEPER RAIL' PVC 7 LOCK RAIL` PVC 8 PLAIN STILE' PVC 9 GLAZING BEAD' PVC 10 BOTTOM LIFT RAIL' PVC 11 REINFORCEMENT (6065-T5 ALUM) ALUM. 12 REINFORCEMENT (6065-T5 ALUM) ALUM. 13 REINFORCEMENT (6065-T5 ALUM) ALUM. 14 HEAD POCKET INSERT' PVC 15 SLOPED INSERT' PVC 16 SLOPED SILL' PVC 20 LOCK - 21 LOCK KEEPER - 24 TILT LATCH BLOCK - 25 T1LT LATCH - 26 #8 X 1" PFH TEK STEEL 27 #6 X 1" PFH TEK STEEL 28 WEATHERSTRIP (187-270 TRI-FIN) - 29 BULB SEAL - 30 BULB SEAL - 31 PIVOT BAR STEEL 32 #7 X 3/4" PFH TEK STEEL 33 BALANCER BRACKET - • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". • • • • •• • • • • • • • • • • • • • • • • • • •• • • • 4 • • • • • • • • • • • • •• 5/8" GLASS BITE GT GLAZING DETAIL DOW 2400 SAS 7/8" THICK it 1/8" ANNEALED 0.090'SAFLEX PVB INTERLAYER 1 /8" ANNEALED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS* STEEL INTERCEPT SPACER "HVHZ" GLAZING NOTES: 1. GLAZING > 36" WIDE REQUIRES TWO (2) SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 2. *TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. 4 SOFT—LITE WINDOWS PART OR ASSEMBLY: 0 a 0 0 z DAM 4/ 4/17 SCALE: N.T.S. DWG. BY: JK QIN. BY: LFS DRAWING NO.: FL-15780.8 SHEET 8 OE 8 0 201 7 R.W. Bu,LoINo co