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RC-18-3604 (2)�A 6VII BUILDING PERMIT APPLICATION Miami Shores Village C 0 � 2018 Building Department B 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �-- FBC 20 Master Permit No. kS'.' — Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP ,e,� CONTRACTOR DRAWINGS /3 JOB ADDRESS: 3�1 Du 6 `7 � � " (I e City: Miami Shores !� County: Miami Dade Zip: 3-3/ 3)' Folio/Parcel#: t/r 3 2.0C -013 -' Sq3 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: 'Construction Type: Flood Zone: BFE: FFE: / OWNER: Name (Fee Simple Titleholder): "t b %T bAL,:, J r'�e $'' 'y� Phone#: Address: _��3c S A)6 �]� JAt-¢// �� L City: /'f i A h^ I SA o v State: / Zip: 33 1-3 ! Tenant/Lessee Name: Email: ALIDK`� CONTRACTOR: Company Name: 6✓16 Altl� /�tlf�``� L`C Ufa C li0'u A111-1 Phone#: '719 Address: ')ZI.S 6y E A6 fr'ee f City: )0 m 1 .sA o ye' State: Zip: Qualifier Name: All AE (ZaptKu6t Phone#: _ State Certification or Registration M C YZ•C. 13 3 13 t( � Certificate of Competency #: l / DESIGNER: Architect/Engineer: DDL v, Z6ev%uti, �Phsone#: 6of/ 3�7� Of p Address: 2Zy,' �641 J' f Z4 1 City: AleAu�l"Ufq�t.State: A- Zip: Value of Work for this Permit: $ Ab 54 U Square/Linear Footage of Work: °ie 1 ti ,'•Typegf.Work;.,; Addition IR Alteration ❑ New ❑Repair/Replace ❑ Demolition 4 Description of Work: .:: C %f 0 t�w ea c v� 40 r!G I "ill irks o ✓ '!fit' �o l,` o v,.� Specify co/oryof color thru tile: Ft �. '•' i: rt ?.. Submittal Fee $ Permit Fee $ L CCF QCO/CC $ Scanning Fee $- °A Ridon Fee $ DBPR $' Notary $ Technology Fee "$ Training/Education Fee $ Double Fee $ Structural Reviews $q/ d ° do [6 • c�' Bond $ r� C,� TOTAL FEE NOW DUE $ 023 33/Cl (Revised02/24/2014) r' Bonding Company's Name (if applicable) Bonding Company's Address` City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 01 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a,reinspection fee#will be•charged. ^� r . i Signature OWNER or AGENT The fore o g instrument was acknowledged before me this day f Dh 20 1S , by Q who is personalLy known to me or who has producedLAS4- U as identification and who did take an oath. NOTARY PUBLIC: Sign:i Print: CONTRACTOR The foregoing instrument was acknowledged before me this 15 day of K0ve1Y) he( 20 14 • by P�%-e ar \Ck ( PC%c% l who is personally known to me or who has produced Fl Q%G 52y0-don-"IS-Z,(c"aas identification and who did take an oath. i q NOTARY PUBLIC: SEN re, '• 7i .. r. '• Sign: 2 Print: nip or - AP►105, 2020 Ne FF o701" 7Vaialle Ivng - 2 Seal: State Of Florida Seal: �'9j: �UBop:•' •%% My Commission Expires 12/16/2o19 '� y OF f- VO Commission No. FF 944254 01 APPROVED BY —" / Plans Examiner i Z 7 / Zoning /� Structural Review Clerk (Revised02/24/2014) rk Custom �41AV WINDOW SYSTEM S By: Robert Llorens Order #: 598668 1900 S.W. 44th Avenue. Ocala, FL 34474 Ph: 352-368-6922 Fax: 352-368-2928 Attention: Euro Finishes - 395 NE 96 ST Order Date: 10l29/2018 Cust PO#: 50022946 To: • To: Ship Date: 11/29/2018 SHIP TO SUITE MBA 660 WEST 83RD ST. Route: FtPrc- FT. LAUDERDALE, FL 33309 HIALEAH, FL 33014 Ph: 954 970-9989 Fax: 305 819-0512 Ph: 305 819-0509 Fax: 305 819-0512 Order Cust No. TOW 135-P3604 Item No. 1 Qty: 1 Model:8200-OX Color: WHITE Desc: 8200 Series Horizontal Slider -OX DP:+60/-60, ** LOCKS: DUAL IMPACT LOCKS ** Dimensions [FLANGE], IMPACT, **DUAL LOCKS**, WHITE FRAME, 18 x16 Screen GRAY, Insulated DLO: 513/4 x 49 1/2 SCREEN TIP: 53 x 50 3/4 SCREEN: 18X16 HVHZ Std. Gold Labeling WHITE, FPA#16736.1 rd*A4 DLO W = 51.7500Clr. Opng. MEETS EGRESS 11 • 0 • rrrr. 1 1 1 .34 Item No. 2 Qty: 1 I Model: 9800 XXO Color: WHITE Desc: Series 8800 XXO PVC Sliding Glass Door DP:+80/-80, CUSTOM SIZE, FPA#20838.2,1 Frame Depth = 10 9/16", WHITE FRAME, IMPACT, PREMIUM Dimensions ROLLER, 18 x14 Screen DLO:162x84 GRAY. Insulated a .r • ISCREEN HVHZ Std. .. Labeling ;;4 1/16 Inch Sill Riser, 8800-6- NFRC Rating: CWS-K-32-00085-00003 I U-Factor=0.45, Solar SHGC=0.34, V-Transrnit=0.31 8800-H- NFRC Rating: CWS-K-32-00085-00003 I U-Factor=0.45, Solar SHGC=0.34, V-Transmit=0.31 '8800-A- NFRC Rating: CWS-K-32-00085-00003 I U-Factor=0.45, Solar SHGC=0.34, V-Transm1t=0.31 Item • 3 • r 8300-PW Color: WHITE 11 Picture WindowDP:+55/-55, [FLANGE], IMPACT, WHITE FRAME Dimensions GRAY, Insulated — HVHZ • Gold Labeling DLO: 35 3/4 x 49 3/4 1 1 i A 1 A 35,/500 -8300-PW- NFRC Rating: CWS-K-10.00476-00006 / U-Fac7or=0.48, Solar SHGC=0.39. V-Transmit=0.35 11/12/18 3:18:51 PM Page 1 of 4 .i. i i I rk Custom 4 ri WINDOW SYST E M S By: Robert Llorens Order #: 598668 1900 S.W. 44th Avenue. Ocala, FL 34474 Ph: 352-368-6922 Fax: 352-368-2928 Attention: Euro Finishes - 395 NE 96 ST Order Date: 10/29/2018 Cust PO#: 50022946 Bill To: • To: Ship Date: 11/29/2018 SHIP TO SULTE MBA 660 WEST 83RD ST. Route: FtPrc- FT. LAUDERDALE, FL 33309 HIALEAH, FL 33014 Ph: 954 970-9989 Fax: 305 819-0512 Ph: 305 819-0509 Fax: 305 819-0512 Order Cust No. TOW 135-P3604 Item No. 4 Qty: 1 Model: 8800 XXO Color: WHITE _ Desc: Series 8800 XXO PVC Sliding Glass Door DP:+50/-50, CUSTOM SIZE, FP 0838!1, Frame Depth = 10 9/16", WHITE FRAME, IMPACT, PREMIUM Dimensions ROLLER, 18 x14 Screen o s s GRAY, Insulated DLO: 111 x 84 = i r, „ ...... SCREEN: 18 X 14 1 nUIV1D 1 UMN VIYL r SCREEN HVHZ Std. Gold Labeling 3 Inch Sill Riser, ` '' y Item No. 5 Qty: 1 Model: 8700SD Color: WHITE_ 6 q Desc: 8700 Series Single Swing Door DP:+70/-70, [SATIN NICKEL HANDLE], KEYED ALIKE, Active Handle = Paddock multi w/ lockbar w/ Turnberry handle, NO Dimensions MULLED SIDELITES, [OUTSWING LEFT], [CUSTOM SIZE], "ARGON-, IMPACT, X. WHITE FRAME, STD HARDWARE DLO: 36 x 80 L � v GRAY, Insulated Li1A-T HVHZ Std. Gold Labeling FPAFPA #14850.1! DOES NOT MEET ADA EGRESS, 4 HINGES Tempered'""' 00 " Item No. 6 Qty: 1 Model:8100SH Color: WHITE Desc: 8100 SINGLE HUNG DP:+70/-70, [FLANGE], IMPACT, WHITE FRAME, 18 x16 L3A-A Screen Dimensions r GRAY, Insulated, WHITE INTERLAYER SCREEN DLO: 17 1/2 x 36 3/4 Q A -A HVHZ Std. Gold LabelingTIP: 38 18: x 18 SCREEN: X X 16 FPAFPA #16161771! WHITE, [No Sill Anchors this SH-8100] n DOES NOT MEET EGRESS, 11/12/13 3:18:58PM Page 2 of 4 custom WINDOW SYSTEMS 1900 S.W. 44th Avenue. Ocala, FL 34474 Ph:352-368-6922 Fax:352-368-2928 SUITE MBA FT. LAUDERDALE, FL 33309 Ph: 954 970-9989 Fax: 305 819-0512 By: Robert Llorens Order #• 598668 SHIP TO 660 WEST 83RD ST. HIALEAH, FL 33014 Ph: 305 819-0509 Fax: 305 819-0512 Item No. 7 Qty: 1 Model:8300-PW Color: WHITE Desc: 8300 Picture Window DP:+55/-55, [FLANGE], IMPACT, WHITE FRAME GRAY, Insulated, WHITE INTERLAYER HVHZ Std. Gold Labeling FPAFPA #� 301 4I Item No. 8 Qty: 1 Model:8200-OX Color: WHITE Desc: 8200 Series Horizontal Slider -OX DP:+60/-60, ** LOCKS: DUAL IMPACT LOCKS ** [FLANGE], IMPACT, **DUAL LOCKS**, WHITE FRAME, 18 x16 Screen GRAY, Insulated SCREEN HVHZ Std. Gold Labeling WHITE,IFPA #16736.DI Cir. Opng. MEETS EGRESS Item No. 9 Qty: 1 Model:8100-SH Color: WHITE Desc: 8100 SINGLE HUNG DP:+70/-70, [FLANGE], IMPACT, WHITE FRAME, 18 x16 Screen GRAY, Insulated, WHITE INTERLAYER SCREEN HVHZ Std. Gold Labeling FPAFPA #16177.11 WHITE, [No Sill Anchors this SH-8100] DOES NOT MEET EGRESS, Dimensions DLO: 301/2 x 22 314 TIP: 31 314 x 24 M0.4 Dimensions DLO: 72 1/2 x 49 1/2 TIP: 73 3/4 x 50 3/4 SCREEN: 18 X 16 r ?,9 Dimensions DLO: 351/2 x 36 3/4 TIP: 36 3/4 x 38 SCREEN: 18 X 16r / Attention: Euro Finishes - 395 NE 96 ST Order Date: 10/29/2018 Cust PO#: 50022946 Ship Date: 11/29/2018 Route: FtPrc- Cust No. TOW I35-P3604 o— L3A-A II III L3A-A III f 2LV _WV = S�,JfA1U TIP_V'` = 36.750a3 11/12/18 3:18:58PM Page 3 of 4 custom WINDOW SYSTEMS 1900 S.W. 44th Avenue. Ocala, FL 34474 Ph:352-368-6922 Fax:352-368-2928 SUITE MBA FT. LAUDERDALE, FL 33309 Ph: 954 970-9989 Fax: 305 819-0512 By: Robert Llorens Order #: 598668 SHIP TO 660 WEST 83RD ST. HIALEAH, FL 33014 Ph: 305 819-0509 Fax: 305 819-0512 Attention: Euro Finishes - 395 NE 96 ST Order Date: 10/29/2018 Cust PON: 50022946 Ship Date: 11/29/2018 Route: FtPrc- Order I Cust No. TOW 135-P3604 Item No. 10 Qty: 1 Model:8200-OX Color: WHITE Desc: 8200 Series Horizontal Slider-OX DP:+60/-60, ** LOCKS: DUAL IMPACT LOCKS ** Dimensions [FLANGE], IMPACT, **DUAL LOCKS**, WHITE FRAME, 18 x16 Screen GRAY, Insulated DLO: 35x483/4 SCREEN TIP: 36 1/4 x 50 SCREEN: 18 X 16 HVHZ Std. Gold Labeling WHITE,FPA #16736.1 DOES NOT MEET EGRESS Rojo Item No. 11 Qty: 2 Model:8200-OX Color: WHITE Desc: 8200 Series Horizontal Slider -OX DP:+60/-60, ** LOCKS: DUAL IMPACT LOCKS ** Dimensions [FLANGE], IMPACT, **DUAL LOCKS**, WHITE FRAME, 18 x16 Screen GRAY, Insulated DLO: 511/2x491/4 SCREEN TIP: 52 314 x 50 1/2 SCREEN: 18 X 16 HVHZ Std. Gold Labeling WHITE,4F APAP #16736.1 rz Cir. Opng. MEETS EGRESS Subtotal: Disclaimers: —IF CHANGES ARE REQUIRED THEY MUST BE MADE BY 12 NOON THE NEXT BUSINESS DAY. — PLEASE REVIEW FOR PRICING AND ITEM ACCURACY. Mullions between units may indicate a need for additional structural support to be determined by the contractor or architect. Additional support should be taken into account when calculating rough openings. CWS, Inc. does not recommend direct mulling above patio doors without additional support. All the above unit quantities, specifications and pricing have been verified and accepted by the undersigned for purchase from CWS, Inc. Additionally, I recognize that any changes to this order, after acceptance by CWS, Inc., will be provided at the sole discretion of CWS, Inc. *Thank you.* By: Date: Total: 11/12/18 3:18:58PM Page 4 of 4 Luis Me jia, P.E., Inc. 2208 NE 26th Street Fort Lauderdale, FL 33305 Phone/Fax: (561) 623-9084 Certificate of authorization: 7512. Code: Florida Building Code 2017 ASCE 7-10 For Wind Loads + -s--i-------------------------------------------------- Sheet Description 1 — 1.6-- Wind Loads - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- i 2 — 2.2 � Checking of Existing Concrete Beam , i +Imr'M.. i .... % + + .. Arm L------------ J--------------------------------------------------J, Project: PEREZ RESIDENCE 395 NE 96th Street Miami Shores, Florida Luis Me'ia fP.E. Florida License #32102 DATE: 12/04/18 Index Sheet A5cr-7- to tfftCf1Vt AR145 -A� Pooks . . ...... .... . 000: .... . . .... . 0000 ...... ...... . . .... .... .... .... .... . ...... .. .. . . Luis Mejia, P.E., Inc. Project: 2208 NE 26th Street PEREZ RESIDENCE Sheet #: Fort Lauderdale, FL 33305 Luis Mejia, P.E. Phone/Fax: (561) 623-9084 395 NE 96th Street Florida License #32102 of Certificate of authorization: 7512 Miami Shores, Florida DATE: 12/0 cat/18 rage i of o l'/ MecaWind v2308 ,.IW* r ec a. _., Calculations Prepared by: Calculations Prepared For: Client: H4R architecture Date: Dec 04, 2018 Project #: Perez Residence Designer: Luis Mejia, P.E., Inc. Location: Miami Shores, Florida Description: Revision to exist, rear wall FileLocation : C:\Users\Luis\Documents\DAN ROBERTSON -SMALL JOBS--16\PEREZ -18\wind-l.wnd Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category Wind Design Speed = 175.0 mph Risk Category Structure Type = Building Building Type General Wind Settings Incl_LF = Include ASD Load Factor of 0.6 in Pressures DynType = Dynamic Type of Structure NF = Natural Frequency of Structure (Mode 1) Zg = Altitude (Ground Elevation) above Sea Level Bdist = Base Elevation of Structure SDB = Simple Diaphragm Building MWFRSType = MWFRS Method Selected Topographic Factor per Fig 26.8-1 Topo = Topographic Feature Kzt = Topographic Factor = C = II = Enclosed = True = Rigid = 1.0OP. ri = 0.000 ft• •• •.True.•.:. "•;"= Ch 27 Pt 1 •••• • • • • •••••• •••• = None •••••«= 1.000000 • • • • • • • • • • Building Inputs .••••• • RoofType: Building Roof Type = Hipped W Width Perp to RJdg4 - 48.0.00 fj: L Length Along Ridge = 60.000 ft EHt Eave Height • ; 9.5O.V-It•• Hip Ridge Hipped Length = 36.000 ft RE Roof Entry MethoJ.* Slope •• Slope Slope of Roof = 3.0 :12 Theta Roof Slope 14. 04" f ecp Par Is there a Parapet = False Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 9.500 Zg: Const from Table 26.9-1= 900.000 ft At: Const from Table 26.9-1= 0.105 Bt: Const from Table 26.9-1= 1.000 Am: Const from Table 26.9-1= 0.154 Bm: Const from Table 26.9-1= 0.650 C: Const from Table 26.9-1= 0.200 Eps: Const from Table 26.9-1= 0.200 Overhang inputs: Std = Overhangs on all sides are the same = True OHType = Type of Roof Wall Intersections = Sofit OH = Overhang of Roof Beyond Wall = 2.500 ft Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1: -AL—Mr-IT Tci:wQ/1.i tic/ A 1mnr)ntn /R nnmi no/K&-.r_qWind/Ce1ectedAna1vsis.htm1 12/4/2018 rage L or o z [A] 13 1, 12 EHt = Eave Height = 9.500 ft RHt - Ridge Height = 15.500 ft h = Mean Roof Height: 0.5*(EHt+RHt) = 12.500 ft Zh - Mean Roof Height for Kh: h + Base Dist = 12.5tt*1� Kh = Since Zh<15 ft (4.572 m) --> 2.01 * (15/zg)^(2/Alpha) ; ••; 0.849••• ••••:• Kzt = Topographic Factor is 1 since no Topographic feature specifi%ld t 1.000�•0 •• Kd = Wind Directionality Factor per Table 26.6-1 •••••� 0.8% •••••• GCPi = Ref Table 26.11-1 for Enclosed Building .••:•F +/-0.19 . • RA = Roof Area .... = 357,4.60•sq ft;••••� LF = Load Factor based upon ASD Design 0.6p" '•• ..••• qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF •••••. 33.94 psf qin = For Negative Internal Pressure of Enclosed Building use qh*LP - 33.64 gsf 0•*��• qip = For Positive Internal Pressure of Enclosed Building use qh*LF = 33.94 psf Gust Factor Calculation: •••.•• Gust Factor Category I Rigid Structures - Simplified Method : .•. • :•...: G1 = For Rigid Structures (Nat. Freq.>l Hz) use 0.85 •• •= 0.85 �••• • • Gust Factor Category II Rigid Structures - Complete Analysis •••• Zm = 0.6 * Ht = 15.000 ft Izm = Cc * (33 / Zm) ^ 0.167 = 0.228 Lzm = L * (Zm 133) ^ Epsilon = 427.057 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.919 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.882 Gust Factor Used in Analysis G = Lessor Of G1 Or G2 = 0.850 MWFRS Wind Normal to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 12.500 ft RHt = Ridge Height Of Roof = 15.500 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 60.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 48.000 ft L/B = Ratio Of L/B used For Cp determination = 0.800 h/L = Ratio Of h/L used For Cp determination = 0.260 Slope = Slope of Roof = 14.04 Deg OH_Top_+Y = Overhang Top +Y (Leeward) = -0.46, -0.46 OH_Top_-Y = Overhang Top Windward Edge = -0.04, -0.55 OH_X_1 = Overhang Top +/-X Coeff (0 to h) (0.000 ft to 12.500 ft) = -0.18, -0.9 Ox X_2 = Overhang Top +/-X Coeff (h to 2h) (12.500 ft to 25.000 ft) = -0.18, -0.5 OHX3 = Overhang Top +/-X Coeff (>2h) (>25.000 ft) = -0.18, -0.3 OHX__4 = Overhang Top +/-X Coeff (0 to h) (0.000 ft to 12.500 ft) = -0.18, -0.9 OH___X5 = Overhang Top +/-X Coeff (h to 2h) (12.500 ft to 25.000 ft) = -0.18, -0.5 OH_X7_6 = Overhang Top +/-X Coeff (>2h) (>25.000 ft) = -0.18, -0.3 Roof LW = Roof (Leeward) = -0.46, -0.46 RoofWW = Roof (Windward) = -0.04, -0.55 Roof7_X_1 = Roof +/-X Coeff (0 to h) (0.000 ft to 12.500 ft) = -0.18, -0.9 Roof X_2 = Roof +/-X Coeff (h to 2h) (12.500 ft to 25.000 ft) = -0.18, -0.5 Roof_X_3 - Roof +/-X Coeff (>2h) (>25.000 ft) _ -0.18, -0.3 Roof_ X 4 = Roof +/-X Coeff (0 to h) (0.000 ft to 12.500 ft) = -0.18, -0.9 Roof �X�5 = Roof +/-X Coeff (h to 2h) (12.500 ft to 25.000 ft) = -0.18, -0.5 Roof X 6 = Roof +/-X Coeff (>2h) (>25.000 ft) = -0.18, -0.3 mr.lv•///['-IF Teareli iktmi 17/d/,)nl SZ rage .i of o Sofit -Y = Overhang Sofit -Y = 0.8 , 0.8 /3 Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_Lw = Leward Wall Coefficient Using L/B = -0.50 Cp_SW = Side Wall Coefficient (All L/B values) = -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Press Press Press Press ft psf psf psf psf psf psf 9.50 0.849 1.000 33.94 0.18 - 16.97 -20.53 -26.30 37.51 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Press Press Press Press .•�• ft psf psf psf psf psf • • psf •��••• .•..•• ------- ----.i • a---- • 9.50 0.849 1.000 33.94 -0.18 29.19 -8.32 -14.09 • 37.51:•.•:• •. Notes Wall Pressures: • •••••• Kz = Velocity Press Exp Coeff Kzt = TopographicV••E+a�or ;�••;• • • qz - 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal PresV toefficient ••�••� Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp 49" - qip *•+CfFi ••.•. Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Preens " Leeward•Press ..•••. + Pressures Acting TOWARD Surface - Pressures Acting AWAY•.fr.oin• Surface. .' • • • • •••••. Roof Wind Pressures for Positive a Negative Internal Pressure (+/- GCV�j•-;Normal fi+q RidgA••••: All wind pressures include a load factor of 0.6 • • • ..• Roof Var Start End Cp min Cp max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp min* Pn_max Pp max ft ft psf psf -------- -------- psf psf -------- ------------- Roof_X_1 (+X) ------ 0.000 ------ 12.500 ------ -0.180 ------ -0.900 ----- 0.180 -------- 0.92 -11.30 -19.86 -32.07 Roof (+X) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 _X_2 Roof X_3 (+X) 25.000 50.500 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Roof�X 4 (-X) 0.000 12.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 Roof (-X) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 _X_5 Roof X_6 (-X) 25.000 50.500 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 OH X71 (+X) 0.000 12.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 OH_X72 (+X) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 OH X�3 (+X) 25.000 53.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 OH X 4 (-X) 0.000 12.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 OH�X^5 (-X) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 OH�X�6 (-X) 25.000 53.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Sofit_-Y N/A N/A 0.800 0.800 0.180 29.19 16.97 29.19 16.97 OH_Top_ Y N/A N/A -0.040 -0.550 0.180 4.96 -7.26 -9.76 -21.98 Roof_WW N/A N/A -0.040 -0.550 0.180 4.96 -7.26 -9.76 -21.98 OH_Top_+Y N/A N/A -0.460 -0.460 0.180 -7.16 -19.38 -7.16 -19.38 Roof LW N/A N/A -0.460 -0.460 0.180 -7.16 -19.38 -7.16 -19.38 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pp_max = qh*G*Cp max - qin*(-GCpi) Pp min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface ci- 111d •.ITT---../T U+. ] 17/d/')Ol Q rugo -t Ui U 1.4 MWFRS Wind Parallel to Ridge (Ref Fig 27.4-11 h' = Mean Roof Height Of Building = 12.500 ft RHt = Ridge Height Of Roof = 15.500 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 48.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 60.000 ft LIB = Ratio Of LIB used For Cp determination = 1.250 h/L = Ratio Of h/L used For Cp determination = 0.208 Slope = Slope of Roof = 14.04 Deg Hip_End-1 = Hipped End Coeff (>2h) (>25.000 ft) = -0.18, -0.3 Hip_End_2 = Hipped End Coeff (0 to h) (0.000 ft to 12.500 ft) = -0.18, -0.9 Hip_End_3 = Hipped End Coeff (h to 2h) (12.500 ft to 25.000 ft) = -0.18, -0.5 OH_Bot = Sofit (Windward Face Only) = 0.8, 0.8 OH_Top_1 = Overhang Top Coeff (>2h) (>25.000 ft) = -0.18, -0.3 OH_Top_2 = Overhang Top Coeff (0 to h/2) (0.000 ft to 6.250 ft) = -0.18, -0.9 OH_Top_3 = Overhang Top Coeff (0 to h) (0.000 ft to 12.500 ft) = -0.18, -0.9 OH-Top-4 = Overhang Top Coeff (h to 2h) (12.500 ft to 25.000 ft) = -0.18, -0.5 OH_Top_5 = Overhang Top Coeff (>2h) (>25.000 £t) = -0.18, -0.3 OH-Top-6 = Overhang Top Coeff (0 to h) (0.000 ft to 12.500 ft) = -0.18, -0.9 OH_Top_7 = Overhang Top Coeff (h to 2h) (12.500 ft to 25.000 ft) = -0.18, -0.5 OH_Top_8 = Overhang Top Coeff (>2h) (>25.000 ft) = -0.18, -0.3 Roof_1 = Roof Coeff (0 to h) (0.000 ft to 12.500 ft) =-0.19:•!Q.9 Roof_2 = Roof Coeff (h to 2h) (12.500 ft to 25.000 ft) : •'a--0.16'•20.5 Roof_3 = Roof Coeff (>2h) (>25.000 ft) •• %-O.:Q6.;Q.3 Roof_4 = Roof Coeff (0 to h) (0.000 ft to 12.500 ft) -0.i8, -0.9 Roof_5 = Roof Coeff (h to 2h) (12.500 ft to 25.000 ft) -0.18,•-0.5 Roof 6 = Roof Coeff (>2h) (>25.000 ft) •••• _ -0.418, s0.3 Cp_WW = Windward Wall Coefficient (All L/B Values) 0.80,,,, Cp_LW = Leward Wall Coefficient Using L/B •••.,� -0•41�00.0 Cp-SW = Side Wall Coefficient (All L/B values) •••� _ -0.70 • GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) • --1.bD•••. Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - AtraAel t2 Atoe All wind pressures include a load factor of 0.6 •••• Elev Kz Kzt qz GCPi Windward Leeward Side Total Press Press Press Press ft psf psf psf psf psf ------- ------ psf ----- ----- 15.50 ----- ----- ----- ------------ 0.855 1.000 34.18 0.18 17.13 -19.09 -26.30 36.22 12.50 0.849 1.000 33.94 0.18 16.97 -19.09 -26.30 36.06 9.50 0.849 1.000 33.94 0.18 16.97 -19.09 -26.30 36.06 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Press Press Press Press ft psf psf psf psf psf ------ psf ----- ----- 15.50 ----- ----- ----- 0.855 1.000 34.18 ----- -0.18 -------- 29.35 ------- -6.87 -14.09 36.22 12.50 0.849 1.000 33.94 -0.18 29.19 -6.87 -14.09 36.06 9.50 0.849 1.000 33.94 -0.18 29.19 -6.87 -14.09 36.06 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt - Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive a Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 /A..,.71,+.,/AnominrrJT►dana�xTin�/CPlPt�ta�(Analvcie11tm} 1?/4/701R rage :) of o /. S Roof Var Start End Cp min Cp max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp min* Pn_max Pp max ft ft psf -------- psf psf -------- psf -------- -------------- OHTop_l (+X) ------ 25.000 ------ 65.000 ------ -0.180 ------ -0.300 ----- 0.180 -------- 0,92 -11.30 -2.55 -14.76 OH__Top_2 (-X) 0.000 6.250 -0.180 -0.900 0.'180 0.92 -11.30 -19.86 -32.07 OH_Top_3 (-Y) 0.000 12.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 OH_Top_4 (-Y) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 OH_Top 5 (-Y) 25.000 65.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 OH_Top_6 (+Y) 0.000 12.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 OH_Top_7 (+Y) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 OH-Top_8 (+Y) 25.000 65.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Roof(+Y) 0.000 12.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 _1 Roof 2 (+Y) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 Roof 3 (+Y) 25.000 62.500 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Roof�4 (-Y) 0.000 12.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 Roof 5 (-Y) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 Roof+_6 (-Y) 25.000 62.500 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Hip_End-1 (+X) 25.000 62.500 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 Hip_End_2 (-X) 0.000 12.500 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 Hip_End_3 (-X) 12.500 25.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20.53 OH Bot N/A NIA 0.800 0.800 0.180 29.19 16.97 29.19 16.97 - Sege Notes Roof Pressures: • • • • • gg•• S•SggS . Start Dist = Start Dist from Windward Edge End Dist = End Dist frolowiftdwar4 Ed e • Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Co*�fftetent Magnitude eeeeee Pp max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp maxee-e*i&*(-GCpiL . . Pp_min* = qh*G*Cp min - qip*(+GCPi) Pn_min* = qh*G*Cp_min w•gin*(-GQPi). gS•S,g . OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridg%.Z.z Ver:fe32S •g••• * The smaller uplift pressures due to Cp_Min can become critical w"14y nd iseiQi;bined..:..• with roof live load or snow load; load combinations are given i" W 7 • • *00%9 + Pressures Acting TOWARD Surface - Pressures Acting AWAYSurface*g Components and Cladding (CSC) Calculations per Ch 30 Part 1: i •*• g :g•gg: Roof nm op t 1 . � 2r 1 , 22-, 1 �~ y ai 4''a � " 1'• � �,J J 1"` ry aT 11 AS � o f� Ifig Roof 7 c 9 t= 27 EHt = Eave Height RHt = Ridge Height h = Mean Roof Height: 0.5*(EHt+RHt) Zh = Mean Roof Height for Kh: h + Base Dist Kh = Since Zh<15 ft [4.572 m] --> 2.01 * ( [15 ft Kzt = Topographic Factor is 1 since no Topographic Kd = Wind Directionality Factor per Table 26.6-1 GCPi = Ref Table 26.11-1 for Enclosed Building LF = Load Factor based upon ASD Design qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF LHD = Least Horizontal Dimension: Min(B, L) al = Min(0.1 * LHD, 0.4 * h a = Max(al, 0.04 * LHD, 3 ft (0.9 MI) = 9.500 ft = 15.500 ft - 12.500 ft = 12.500 ft or 4.572 m) / zg)^(2/Alpha)= 0.849 feature specified = 1.000 = 0.85 _ +/-0.18 0.60 33.94 psf = 48.000 ft 4.800 ft 4.800 ft 1.../!/1'ti./iT.,�..e./i.•�n/A««Tlntn!i?n<amyrfn/i1�fal`atxTinr�ICP1PrtP�iAn��VQ1R htm1 12/4/01 A ragr, v vi v Wind Pressures for C&C Ch 30 Pt 1 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft ft sq ft ------ ----- ------ psf ----- psf ------ ----------- doors ---- 4 ----- 7.000 ----- 2.330 ----- 16.31 ---- No 30.4-1 0.962 -1.062 38.78 -42.17 doors 4 7.000 3.200 22.40 No 30.4-1 0.938 -1.038 37.95 -41.35 doors 5 7.000 3.200 22.40 No 30.4-1 0.938 -1.276 37.95 -49.43 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] {Includes LF) fi1--///('41Tepm/Thtml 12/4/201R - 6dt e1finil 8f f--x1S T1rtf^ 6WICt,' iL- t33A4,Y%- (9'1lo) lub a 180 tot = p. ) 0 Ur o.'Z bo Oe 2.15 ZJSr, 1,37-1182 n(p S7��tt�5 . . .... ..... ...... . ..... ...... .... ... . .... .... ..... ..... Luis Mejia, P.E., Inc. Project: 2208 NE 26th Street PEREZ RESIDENCE Sheet #: Fort Lauderdale, FL 33305 Luis Me jia, P.E. Phone/Fax: (561) 623-9084 395 NE 96th Street Florida License #32102 Certificate of authorization: 7512 Miami Shores, Florida DATE: 12/ Otf /18 Of byzudlu VJ.VV W OLiUV6 =rw1 t. -- -' -'-" -------" "'" Licensed to: Luis Mejia, P.E. Inc., License ID: 65079-1051210-4-22C14-22C14 C:\Users\Luis\Documents\DAN ROBERTSON -SMALL JOBS--16\PEREZ -16\RB-1a.31b Page 1 RXI 000000 00 00 00000 000000 00 00 00000 00000 0 0000000000 00 0 00 00 00 00 00 00 0 00 00 00 00 00 00 00 0000000 00 00 000000 00 00 00 00000 00 00 00 00 00 00 00 00 00 00 00 00 000000 00 00 00000 00 00 00 00 00 0 00 00 00 00 00 0 00 00 00 00 00 00000 00 0000000 00000 00000 0 00 00 oo (TM) spBeam v5.00 (TM) A Computer Program for Analysis, Design, and Investigation of Reinforced Concrete Beams and One-way Slab Systems Copyright 0 1992-2015, STRUCTUREPOINT, LLC All rights reserved Licensee stated above acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spBeam computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spBeam program. Although STRUCTUREPOINT has endeavored to produce spBeam error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spBeam program. • • •••• •••••• - [21 DESIGN RESULTS •• . • • ---------------- -----sa-as---------.----------a---a...--a==s- --a--------...---_----�!!io-_fie--saa-mxx�+iiifi • • Top Reinforcement •••• • • ; " •'; Units: Width (ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) '•'• ' ••;••• Span Zone Width Mmax Xmax AsMin AsMax AsReq SpProv Bad•••• . • +••• • • ••••• - _ _ ---- ---------- -'----------------------- -------- -------- -----Y• •• •••• •••.•• 1 Left 0.67 0.00 0.500 0.000 1.646 0.000 0.000 --- • Midspan 0.67 0.00 6.500 0.000 1.646 0.000 0.000 -:��:�: • •. Right 0.67 0.00 12.500 0.000 1.646 0.000 0.000 --'- • ;•••;• ••�••• Top Bar Details •• • • •• . • Units: Length (ft) •••• Left Right Span Bars Length ---- --------------------- _Continuous_ Bars Length Bars Length -------------- ------- Bars ------- Length Bars ------- ------- Length -------- 1 --- --- --- --- --- Top Bar Development Lengths Units: Length (in) Left _Continuous Right Span Bars Length Bars DevLen Bars DevLen Bars DevLen Bars DevLen ---- ---------------------------- ------- --------------------- -- ------- Bottom Reinforcement Units: Width =(ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) Span Width Mmax Xmax AsMin AsMax AsReq SpProv Bars ---------------------- -------- -------- -------- -------- --------------- 1 0.67 15.46 6.500 0.308 1.646 0.231 2.576 2-#5 *3 NOTES: *3 - Design governed by minimum reinforcement. Bottom Bar Details Units: Start (ft), Length (ft) Long Bars Short Bars Span Bars Start Length Bars Start Length ---- ------------------------------------------ 1 2-#5 0.00 13.00 --- Bottom Bar Development Lengths Units: DevLen (in) Long Bars Short Bars Span Bars DevLen Bars DevLen -------------------------------- 1 2-#5 12.00 --- Spbeam VO.UU v aLLUULULcrviu- Licensed to: Luis Mejia, P.E. Inc., License ID: 65079-1051210-4-22C14-22C14 C:\Users\Luis\Documents\DAN ROBERTSON -SMALL JOBS--16\PERE2-18\RB-la.slb Page 2 Flexural Capacity Units: x (ft), As (in-2), PhiMn, Mu (k-ft) Top Bottom Span x AsTop PhiMn- Mu- Comb Pat Status ASBot ----- - --PhiMn+------Mu+ - Comb Pat -- ---- Status ------- ----------- 1 ----- 0.000 0.00 --------- --------- 0.00 0.00 ---- ---- U1 All --------- --- 0.62 39.63 0.00 Ul All --- 0.500 0.00 0.00 0.00 U1 All OK 0.62 39.83 2.29 U2 All OK 4.700 0.00 0.00 0.00 U1 All OK 0.62 39.83 14.27 U2 All OK 6.500 0.00 0.00 0.00 U1 All OK 0.62 39.83 15.46 U2 All OK 8.300 0.00 0.00 0.00 U1 All OK 0.62 39.83 14.27 U2 All OK 12.500 0.00 0.00 0.00 U1 All OK 0.62 39.83 2.29 U2 All OK 13.000 0.00 0.00 0.00 U1 All --- 0.62 39.83 0.00 U1 All --- Longitudinal Beam Transverse Reinforcement Demand and Capacity Section Properties ------------------ Units: d (in), Av/s (in^2/in), Phivc (kip) Span d (Av/s)min PhiVc ----------------------------- 1 15.19 0.0067 9.98 Beam Transverse Reinforcement Demand ------------------------------------ Units. Start, End, Xu (in), Vu (ft), Av/s (kip/in^2) Required _Demand Span Start End Xu Vu Comb/Patt ----------------- Av/s -------- Av/s -------- ------------ 1 -------- 0.750 3.344 -------- 1.766 3.47 U2/All 0.0000 0.0000 �•�� 3.344 4.922 3.344 2.31 U2/All 0.0000 0.0000 • • 4.922 6.500 4.922 1.16 U2/All 0.0000 0.0000 i ••• �� 6.500 8.078 8.078 1.16 U2/All 0.0000 0.0000 •• • ' • 8.078 9.656 9.656 2.31 U2/All 0.0000 0.0000 •••••• i••••• 9.656 12.250 11.234 3.47 U2/All 0.0000 0.0000 Beam Transverse Reinforcement Details ••��• s•••:• - ••+•• Units: spacing S distance (in). •••••• Span Size Stirrups (2 legs each unless otherwise noted) 00•0•' •••��• ---- ---- 1 --------------------------------------------- #5 --- None --- :�•:�: • Beam Transverse Reinforcement Capacity • • • • • • -------------------------------------- Units: Start, End, Xu (ft), Vu, PhiVn (kip), Av/s (in^2/in), Av (in^2), Sp (in) •� • ; ••�. Required Provided •••• Span Start End Xu Vu Comb/Patt ----------------- Av/s -------- Av ---------------- Sp -------- Av/s -------- Phivn ------------ 1 -------- 0.000 13.000 -------- 11.234 3.47 U2/All 0.0000 ----- ----- ----- 4.99 Slab Shear Capacity ===Units: b, d=(in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio PhiVc Vu Xu ---------------------------------------------------------------- 1 --- Not checked --- Material Takeoff Reinforcement in the Direction of Analysis ------------------------------------------ Top Bars: 0.0 lb <_> 0.00 lb/ft <_> 0.000 lb/ft^2 Bottom Bars: 27.1 lb <=> 2.09 lb/ft <=> 3.129 lb/ft^2 Stirrups: 0.0 lb <=> 0.00 lb/ft <=> 0.000 lb/ft^2 Total Steel: 27.1 lb <=> 2.09 lb/ft <=> 3.129 lb/ft^2 Concrete: 13.0 ft^3 <=> 1.00 ft^3/ft <_> 1.500 ft^3/ft^2 11 f Y BCIS Home Login User Registration Hot Topics Submit Surcharge I Stats & Facts I Publications Contact Us BCIS Site Map Links ! Search F Product Approval . �ya USER: Public User &�,.�rsmaainA xCn Product Approval Menu > Product or ADolication Search > ADolication List > Application Detail Ick FL # FL16736-R2 Application Type Revision Code Version 2017 U F in mr Application Status RECS1 VIED Approved US tt��.. C Comments Neil Archived Product Manufacturer Custom Window Systems Inc. +7 Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine • • • Or kpine@cws.cc • • • • • • •••••• • •••••• Technical Representative ]ay Lathrop • • • • • •. Address/Phone/Email 1900 SW 44th Ave • • • • • Ocala, FL 34474 •••• • •• ••••• (352) 368-6922 Ext 291 "" •' •' • • • • • • • jlathrop@cws.cc • • • • • • • • • • • • • • • Quality Assurance Representative Arturo Monteverde • • : •..:. • �� • • Address/Phone/Email 1900 SW 44th Ave • • • • • • • • • Ocala, FL 34474 • • • • • • • • (352) 368-6922 Ext 221 •' ' amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R2_COI EvalReoort871C.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2_ILCWS-871C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 &E_ valR Dort871C.pd ;. •.;. I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent,rhirp•Party: Yes • • • • � • Glass complies to ASTM E3300-04. • • • • • • •••••• • 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal 6W6epiMPACT, 11Y x 63", XOX. Limits of Use Installation Instructions 0000 : • . • • • • Approved for use in HVHZ: Yes FL16736 B2 II CWS-864C W ' " • • • • • • • Approved for use outside HVHZ: Yes Verified By: Lucas A. Tult*P 58301 • • • • • • • • • Impact Resistant: Yes Created by Independente'And•Party: Yes • • • .. • • • • Design Pressure: +60/-60 Evaluation Reports ...... . .' Other: Large Missile, ill" x 63", DP +/- 60 psf. Outer lite in FL16736 g2 AEE EvalRebort86 .Rdf • I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes..: • • • Glass complies to ASTM E1300-04. ; .'. ' ;....; Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg-. Product Approval Accepts: ® eCtrck M Credit Card Safe URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & TCONSULTING, Ph. 941-380-1574 INC. FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: (Serids 8200jPVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6 h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3 887- 1, -1A, -2, and -2A, by National Certified Testing Laboratorils.,..:. Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: 'f- AS QN, 202; 203 • `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/M e • • • • • • 101/I.S.2/A440 `08 0 0 0 • 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A..Ti4rner, P.F„ • 00060* . . Installation: Units must be installed according to approval document CWS-871C. •..... .... Limitations of Use: This product: • • • • • • • • May be used up to the sizes and daylight openings indicated in CWS-871 C • Achieves design pressures of +/-60 psf ' • Is Large Missile impact resistant and does not require the use of shutters • • • • • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6'h Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 16:09+20:00 v�GENSF•••�Q,y��i .•JVP; No 201 :9 ; STATE OF :0,�•._� p.•.�s�'.` 8/29/2017 Lucas A.Turner,P.E. FL "too Nt HORIZONTAL SLIDER - LARGE MISSILE IMPACT I -- I 64 1 /4" MAX. FLANGE B HEIGHT I 63„ I MAX. UNIT HEIGHT I I 5813/16" I GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS .... 2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 75 114" MAX. OVERALL FLANGE 74" MAX. UNIT WIDTH 33" GLASS DLO - A - - 1w1� � - - — - Ce�MIIIm® �mlllm�+m s 33" GLASS DLO 365/16" MAX. SASH WIDTH — 59 9/16" MAX. SASH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED QmmmS9 TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 1-6wo,PVC 3. CONFIGURATIONS: "OX", "XO". HORZ. SLIDER 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/O9. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER PRESSUREN TEST AND GLASS TABLES ASTMINFILTREA131O00-04e01/Og Z w J o ¢ Z W 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED w 9 zOz ¢--� Fn F w 3 Z O cc i IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR z z = 2 a ¢ w O 0 DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O H O b a 2: � pc Z Z a ANCHOR CALCULATIONS. 00 Z - v~) ? SUL' 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Z ¢ OOV�j 1- z LL 2 Z O LL 0 - 0 z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT ¢ i ¢ O F UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT F O Q H 0) ?� 0 MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w LL w m oO J (nw FLYING DEBRIS. a Z= EL0 O N 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT 0 ¢ W~ 0 W= c y = 111 USED AT FIXED MEETING RAIL AND HEAD/SILL. d a CC a 8. SERIES /MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ,OREW �� pr? •'`G E N g ". G G;' \- F••�'L' X =OPERABLE SASH, O =FIXED SASH - No 58201 :1 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. �90 �• STATE OR :Z4 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. 0*\2� •• ••• • • • • • •• • •• • • • • ••• • as •• ••• •• • • • •• • ••• • ••• ••• ••• MAX. UNIT SIZE DESIGN PFi S I ••IM ACT RATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LucasTurne r 2017-09-22 13:58-04:00 9MM17 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS IAWN BY: DATE: ADE 10/10/13 VO#: REV.: CWS-871 C :ALESHEET 1:15 1 OF5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 6 36) ROTARY LOCK (fYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS X I (ITEM 27) • •• • • • ••• • • one • ••• ••• ••• HEA:4AC=HOOK • • JAMB ROTARY LOCK WITIONSi • • • • • 1,20• • • • • % % • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 606 0 0 GLASS TYPE A 1:1 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16" LAW 1/8" ANNEALED D2Q, DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 GLASS BITE :DURASEAL Qg�Lyxmis 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ SLIDER IMPACT z 3 <z30 ¢I"o 0 zOz>o¢3m IL F W Z H3: M E z o=0<xwoo U Uza �� H Cna Z 0 OC6 Do- < F?LLMZZOtLZ >- <3pwFFp- Z < po�i�3o� W LL cr co0wlnw CL ?=a ¢OmC~n w�0 ax�>- CL F- CL X3a No 58201 STATE OF 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL IAWN BY: DATE: AIDE 10/10/13 VG #: REV.: CWS-871 C 'ALE:SHEET 1:2 20F5 PARTS LIST fEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 2 H-1699 Reint. S.B.R./S.S.R, Keymark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bat. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet. Rail, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Fig., PVC Mikron PVC 9 P3029 Screen Pull Tab Summit 10 P-3033 Screen Spring, SS Hurley 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RollForm 13 P3228 Screen Spline, .155 Dia., Blk. Dapa 14 P-4754 Screen Frame Comer Key Allmetal Nylon 15 P3342 Seam Sealer, SM-5504 Schnee Silicone 16 P-3352 Set. Bik., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber 17 P3429 Wstp., 0.270 x .187 back FmSeal, Gn Ultrafab 18 P3539 #8 x 314" Square TEK 2 Zinc Fastenal Steel 19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc Fastenal Steel 20 P3752 Cap Plug, 1/2" Hole M&M Nylon 21 7 or P-5250 Spring Lock, Impact, PVC Interlock 22 P-4779 Roller, Tandem M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Cofer w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper, Rotary Lock Sullivan Zinc 29 P-4959 W stp., 0.420 x .187 back FinSeal, Grg Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reird. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6W5 Anti Lift Mikron PVC 38 S-6013 Scrn. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Cover Mikron PVC 41 S-6064 lGlazing Bead Mikron PVC 42 GLASS ISEE SHEET CARDINAL GLASS 43 IPurfect Glaze "H", SikaFlex 552 1 Henkel / Sika I Silicone 21 PVC FRAME FLANGE-6049 3 31 3 5 9/16" O 1/16" 21/8" 1/16" FIXED RAIL - 1836 F.— PVC FRAME FIN-6048 Tr_ 2 3/16" I 15n 6" � 1 3/16" 9/16" IL q 7 1 5/8" 1 5I1/76" /8" 1 5/8" 1 5/16' IrT Fri i/16" PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 O 3116" O 1 5/16" 5 7/8" 1/16" PLAN VIEW-1999 HEAD IMPACT HOOK - 1999 3116" O 6„ T s 5J 1116" �� E i/,61 „ SASH MTG. RAIL-1497 3/16" 3/4" r r 3 T v1s" S.B.R./S.S.R. - 1498 1 /4" 41 7/8" PVC GL EBEAD-6064 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 15 W, FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 3/4"-{---I 15/16" 1 /16" SASH REINF. - 1699 7/16" 11/4" 34 1/16" ROLLER TRACK - 1776 PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 1/2"/8i" 3/16" K��{I � Lr 3" 1n L— 1 /16" es-'-•� •• • PVC SCREEN CATCH - 6013 SCREW SUPPORT-3113 • • • • • • • • • • • • • • • • • •• ••• •• • • • •• 5/16" 9 1P6" • • • • • • 0 •PVC SCREEN SUPPORT - 6014 • • • • • : • • •• • • • • •• •• • • • • • • • • • • r 7/8" 9/1�6 dtl L—uuuu vt s„ GLAZE BEAD -1112 3/8" 1 5/1� j- 6" 1 /I6/16" PVC ANTI -LIFT - 6005 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT a ? 3 <Z3 I- ow0 w-joawop Z0Z>0¢3m LL -Z— Z1-3-2x Z MM<MWOO O OI-O a=�¢ U UCOHZa-Fyd Z p . -Z�U- Q F?LL20 U-Z r MQO�F FO- wCr w0 Zfn W OV)W(nO WIwW 0 Cn O LU = X w=My a ° ¢3a z:r- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS AIDE 10/10/13 V f: REV.: CWS-871 C 'ALE'SHEET 1:2 3OF5 121/2" MAX. 0. 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) 2 4" MAX. (TYP.) 4" MAX. (TYP.) INSTALLATION ANCHOR CYP.) 8" — MAX. O.C. (f YP. ) �6" MAX. O.C. (TYP.) 1 1 1 O 1 1 ^ al I I I I ANCHOR LAYOUT - (FIN) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 3EE NOTE 2 WWW.CWS.CC 8200 PVC ---INSTALLATION HORZ. SLIDER ANCHOR (TYP.) IMPACT NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. •• ••• • • • • • •• 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONk AND AN(rimi :HF¢L:O-:BE••USID IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. • • •• • • • • ••• •• 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, BM6lDMETIT SHAS.L BLV BE•YOMIS WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X 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 M%ALf • 0 • : • •: • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITE%tR E�GINFER,0FAEGORD AND INSTALL TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRET6 NA MAEDNRY 9UBSTRATm MAY NQf BE QTACKED. • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z ob Z w J 0 ¢ w❑w Z O Z M� Z_ IL I-LL] ZF-3:22 Z Zmm<mwp0 OI-p axI-m Uy�-ZaF- Cl) a ❑ Z—W-9F MCA 0 006 D 0 — f--LL2pOLLZ > ¢30w-x0- Z Wc0w , cWWCA =wma ?a ow Ir=~a3w0 a ul a z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 10/10/13 CWS-871 C ALE: SHEET 1:20 40F5 SUBSTRATE BY OTHE SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BYINSTALLE INSTALLATION ANCHOF SEE TABLE 1 SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHEI SEE TABLE 1 TYPICAL HEAD ANCHORAGE � SEE TABLE 1 L„ 1 VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE INSTALLATION SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM — BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BYINSTALLER / B \ HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON V. 424 • • • FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELOO ULTRACON 1" • 1" • FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2�1/ • FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPOON OR ELCO ULTRACON 1-3/8" •�/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.OW' • • • • J/1� • 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" MIN. EDGE DIST SEE TABLE 1 114" MAX. SHIM - SUBSTRATE BY OTHERS SEE TABLE I MIN. EMBEDI SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 5 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT —� • • BR• Y INSTALLE• • • • •IWADL•ANQO�f • • • • • HORIZONTAL SECTION • • • • • • • 5 BOX FRAME INSTALLATION • • • • • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, WP TQ 4WD INC4L"NOA BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: *Me. 1/4"FILLCT OF &ONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED • • INSIDE AND OM1i, FUI!L•PER]METER, BY INSTALLER. • - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. • •• •• • • • •• •• ••• • • • ••• • • WI�® MS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Qz a Z 0 F- p W O Q W 0 p mkW 0 zwZYOm�m u- �w3Zl-3gx Z z m m< M W U U O OI-OU a=F¢ U-cnZdP�a Z OOV�jZ�UN �?W 2DOWZ > Z W ,02y0W CnW (L ¢Z0V~i _ ~ cc Lu Lu n. F- a cc a r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS ADE 1 10/10/13 CWS-871 C ALE: SHEET 1:2 5OF5 ............... BCIS Home I Log In User Registration Hot Topics ( Submit Surcharge I Stats & Facts ' Publications Contact Us BCIS Site Map Links Search r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • FL # FL20838-112 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 • • (352) 368-6922 Ext 291 • ;00000 0900 • jlathrop@cws.cc • • • •••••• •••••• • Authorized Signature • Kevin Pine •..•.• • • • kpine@cws.cc • • . • • • • • Technical Representative Stephen Brooks "". • • • • • Address/Phone/Email 1900 SW 44th Avenue • • •' • • • Ocala,FL 34474 • • • • • • • • (352)368-6922 Ext 255 : • : • • • • • • •' sbrooks@cws.cc • • • Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE '--� Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E 1886 2005 ASTM E 1996 2009 TAS 201/202/203 1994 Equivalence of Product Standards Certified By ';'I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity -Yes,-No `'N/A FL20838 R2_COC 6thEdFBC-FL20838.rLdf Product Approval Method Method 1 Option A Date Submitted 08/09/2017 Date Validated 08/09/2017 Date Pending FBC Approval Date Approved 08/15/2017 .... i:T^s*iry� i FL # 14Rdel, Number or Name Description 20838.1 SG 8800 Sliding Glass Door 8800 Series - W X 8' Panels Limits of Use Certification Agency Certificate Approved for use in HVH : Yes FL20838 R2 CAC 138-1394CAR.pdf Approved for use outsi HVHZ: Yes FL20838 g2 C_CAC 138-1395CAR.pd Impact Resistant: Ye FL20838 R2C_CAC_138-1397CAR.12df• • Design Pressure- A FL20838 R2_C_CAC 138�>�CAR. pd ; "" • • • • . • • Cher: Impae"inyl sliding glass door with light FL20838 R2 C CAC 1 /# 3 f • • reinforcement, standard sill riser, and annealed laminated FL20838 R2 C_CAC 138170C R.pdf : • • •:. • glass to +/-DP50. Design pressure +/-65 with light Quality Assurance ConttSQNe reinforcement, standard sill riser, & heat strengthened 04/18/2020 000049 • ;....; laminated glass. Installation Instructions• • • • • • • • • FL20838 R2 jj_CWS-11-�ij�lf ; o�.• ••••• Verified By: Lucas Turner FL PE 58201 Created by Independent f h`9f 9, rty: Yes • • • • • Evaluation Reports • • • • • • • • • FL20838 R2AE Eva lRe e ! R1,Pdf • •. Created by Independent ird Parry: Yes • • • • • • • 20838.2 SGD 8800 Sliding Glass Door 8800 SeNae - t' X 8' Panels• • • • Limits of Use Certification Agency Certificate • • Approved for use in HVHZ: Yes FL20838 RC_CAC 138-1601CAR.pd Approved for use outside HVHZ: Yes FL20838 R2Q-CAC 138-1602CAR.pddf Impact Resistant: Yes FL20838 $Z_C CAC 138-571CAR.12df Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 04/22/2020 reinforcement and high sill riser to +/-DP80. Installation Instructions FL20838 R2_II CWS-1151-Rl.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2_M_EvalRenort1151-R1.Rdf Created by Independent Third Party: Yes 20838.3 SGD 8800 Sliding Glass Door 8800 Series - 4' X 10' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 RC -CAC 138-1610CAR.pd Approved for use outside HVHZ: Yes FL20838 B2C_CAC_138-1611CAR.pd Impact Resistant: Yes FL20838 R _C_QAC_138-573CAR.odf Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 05/11/2020 reinforcement and standard sill riser to +/-DP65. Installation Instructions FL20838 RZ_jj_CWS-1152-Rl.odf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 92_M_EvalReport1152-R1.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of FIWda 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M rWrl-A M Credit Card Safe ...... ...... . ...... ***••* • *see .. .... w00 • • • • • • • • :so:*: • • •**•*• • 00 we • of • • • • • ' i' ; KFA # Zvr3 r, i URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 1151-RI November 21, 2016 Product Description:; Series 880Mn`y0Sliding Glass Door, Large Missile Impact Resistant, 5' nominal panel widths, 96" door heights, with design pressures of+/-80 psf, with heavy panel reinforcement required as shown in CWS-1151-R1 Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5t' Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. 0• • • • Technical Documentation: • • • :...:. • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, n: •' • , 2) Approval drawing CWS-1151-R1, signed and sealed by Lucas A. Turner, P.E. ' • • ' • • • • • 3) Keystone Certifications CAR documents 138-571, 1601.0, and 1602.0 .0 6 • • • • • • •' • 4) Test Reports F 1575.04/14-401-18/44, from Intertek/ATI, Tampa, FL (TAS test'�'�.�>oGed/seal' • j • • • lyd.. • • ..... by Justin P. McDonald), and CWS-010-02-03/04, by PRI Construction Materials•?e,4 iologi%'... • .... • • Tampa, FL (TAS testing signed/sealed by Zachary R. Priest), with testing perfo"Vd;.'AS & • 0 201/202/203-94, AAMA/WDMA/CSA 101/1.S.2/A440-11, ASTM E 1886-05, J'STME 1996-09 • 000000 5) Supplemental Calcs. to support CWS-1151-RI, signed and sealed by Lucas A. Surn� P.E. :0 • • • • ; .; • 0. . .. . .. Installation: Units must be installed according to approval document CWS-1151-R1. •' Limitations of Use: This product: • May be used in sizes, design pressures, and with max. glass DLO sizes as shown in CWS-1151-R1 • Is large missile (91b 2x4, 50 ft/s) impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone and ASTM Wind Zone 4 areas • Requires laminated glazing as shown in CWS-I 151-RI, with Kuraray (prev. Dupont) .090" SentryGlas interlayer per Miami -Dade NOA 14-0916.11 • Requires Vision Extrusions PVC frames in accordance with NOA 15-0528.14 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. w�.�v�5.;c E ti sF G�py., Lucas A. No 58201 Turner = *: 2016-11-21 STATE OF 10:37+19:00 �,�, .• Z :;I_- 11/21/2016 Lucas A. Turner, P.E. FL PE #58201 7 Docunent Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Pam: 1 Of: 1 SYS ON K�EYST Certification Authorization Report RegLired By: PRO 61-03 CAR & Product ID Number: 138 - 1601.0 Issue Date: 6/24/2016 Revision Date: 6/24/2016 Expiration Date: 4/22/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certifiaatloalabels. Licensee stipulates in affixing certification labels to products, that those products are repre,;enVKiye of the specimen• • • •; • evaluated and documented for certification authorization. Only products bearing such a certification labgl.aball be •. considered certified. The information in this report can be verified at www.keystDnecerts.com• • • • • • • • * 0 0 • • • • • • • • I Licensee Information: I Product Information: 9960 • • • 'I' Custom Window Systems, Inc 1900 SW 44th Avenue Ocala FL 34474 Model S;GD 88007,Impact Sliding Patid Uddr XXXXXXP Operator Type: SD ' Config: All/AsVSR, GS-7/16" HS Lam1 Mono or Id Max Width: 360 ' Max Height: 96 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class R-PG80 9131x2438 (360x96)-SD Qualifying Test Information: Test ReportNo: PRI-CWS-010-02-03/04/F1575.04/.14-401-44 Test Report Expiration: 4/22/2020 Authorized Signature: Keystone Certifications, Inc. t 20 1 6.06.27 564 Old York Road, Suite 5 �,�.r... Etters, Pennsylvania 17319 6-: �,1 4.38-04'OOr Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYSTONECERTS.COM F TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS....1 SECTION VIEWS.................................2 BOM 8 GLAZING DETAIL....................3 EXTRUSIONS...................................45 TRACK WIDTHS..................................6 ANCHOR SCHEDULE 8 NOTES ANCHOR PATTERNS ......................8-9 INSTALLATION DETAILS.............10-11 SLIDING GLASS DOOR - LARGE MISSILE IMPACT •• ••• • • • • • •• . .. . . . . ... . •• ••• •• • • • •• GENERAL NOTES: ffll 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOWS llif MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE. CODE (FBC), CURRENT EDITION AND IS RATED FOR USE IN THE OCALA, FLORIDA 34474 HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WWW.CWS.CC WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 800 PVC.) 2. GLAZING OPTIONS: (SEE SHEET 3) SLIDING GLASS 3. APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT DOOR -IMPACT LIMITED TO: „XO„ "Or. "XX" "OXO" "XXX" "OXXO" "XXXX" m „PX„ "PXX" "PXXX" "PXXXX" "PXXP" "PXXXXP" „PXXXXXXP", „PXXXXXXXXP" m 2 TRACK 3 TRACK, 4 TRACK Z Q 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE m m AND GLASS TABLES ASTM E-1300-04. O LL -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Z ASTM E-1300-04. 0 w Z O 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-11 a to a FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 O 2 WAS USED FOR WOOD ANCHOR CALCULATIONS. wp y 0 w 6. PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT-rH-rr Z REQUIRED. 7 ARE AND HERMAL pNOREW �T �� PROCESSED ROC SSED AND TSSED TOGETHER. VENTS ARERAMES WELDED TOGETHER. ,�%0 �� p� •�'�CENgcGP 8. SERIES / MODEL DESIGNATION SGD-8800. 5+4' No 58201 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: "o X = OPERABLE SASH, 0 = FIXED SASH, P = POCKEWHOOKSTRIP %'P STATE OF 0 4 O R 10 ��•�iss'(jNA 10 SECTIONAPPLY TO ALL CONFIGURATIONS IN A SIMILAR OCATOIONS fE 11. WEEP SLOTS = 1/2" x V LOCATED C BOTH ENDS. y� MAX. PANEL SIZE DE9IGN•F�FiESSURE � ;RAPING ; ; IM1II�,�CT RA�'MG• 60-15/16" x 93-3/8" • .f/-8 ?S • • RG MI LE • • •(4) PANELS SHOWN; HVHZ LIMITED TO MAX. (9) PANELS. OUTSIDE HVHZ, UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Lucas A. LUCAS A. TURNER, P.E. Tumer FL PE # 58201 1239 JABARA AVE. 2016-11-21 NORTH PORT, FL 34288 10:37+19:00 PH. 941-380-1574 SHEET GENERAL NOTES AND ELEVATIONS BLZ 05/16/16 WO: 7997- CWS-1151 1 'ALE SHEET 1:30 1 OF 11 SECTION VIEW A -A NO SILL RISER ITEMS NOT SHOWN FOR CLARITY: 20, 24-26, 31, 55-58, 61-62, 64-66 + • • • i LIMITED TO +80 NOTES: ••• % • • • �• �• 1) INSTALLATION W/NO SILL RISER ALLOVVED TO THE FULt DP'S INDICATEDABOVE, IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT a 0 pp10REby --:7 ! No 58201 "-P' V: =a i'. STATE OF :4r. 11 /21 /2016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS RAWN BY: DATE BLZ 05/16/16 # CWS-1151 1 SkL SHEET 1:3 2 OF 11 PARTS LIST REM 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 • • • • • • PARTS LIST PART# DESCRIPT�N S-2058 Screen, 3-Track Sill S-2059 Screen, Sna Cover S-2070 Screen, Interlock P-5477 Block, Ant -Lift P-5559 Screw, #14 x 4" PH PN SMS P-4269 Screw, #8 x 1" PH PN Tek P-3556 Screw, #8 x 2.5" PH FL Tek P-4962 Screw, #8 x3" PH FL Tek P-5565 Screw, #12 x 1 1/7' PH PN SMS P-5566 Screw, #12 x 2 1/7' PH PN SMS P-3609 Bumper, Panel Stop P-4291 Panel Stop Housina P-5479 Foam Block Cell, 0.844" x 0.531" x 1" P-5492 Gasket, Frame Assembly, 2-Track P-5493 Gasket, Frame Assembly, 3-Track P-5494 Gasket, Frame Asse , 4-Track P-4659 Dust Plug, 1-1/4" x 3" x 0.5" P-4366 Dust Plug, 1" x 3" x 1" Screen, Spline Screen, Cloth¢ Duraseal IG Spacer 1" OVERALL �e TEMPERED AIRSPACE HEAT STRENGTHENED LAMINATED o90 SGP INTERLAYER HEAT STRENGTHENED 180Tr 33 GLASS BITE • • • • • • • • • • • • AAFECT 71 • • • 2 GLAZE H • • • • • 000 • • • • • • • 00, • • • 3 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • • • • VENDOR Ke mark Ke mark Profile Lawrence Fastenal Fastenal Fastenal Fastenal Fastenal Fastens] Parker Seals M & M Lamatek Lamatek Lamatek m Laatek Ultrafab Ultrafab Team Plastics Quanex MATERIAL Aluminum Aluminum Alurrnnum Ion Steel Steel Steel Steel Steel Steel Rubber Nylon Butyl Butyl Butyl Rubber AIurNB I ` 25 FRAME CORNERS MECHANICALLY FASTENED 1:e A PANEL CORNERS THERMAL WELD 1:a QLvEffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWWCWS.CC ITEM PART# DESCRIPTION VENDOR MATERIAL 1 GLASS SEE THIS SHEET 2 H 6161 2-Track Sill Vision PVC 3 K6163 3-Track Sill Vision PVC 4 K6165 4-Track Sid Vision PVC 5 K6160 2-Track Head/Jamb Vision PVC 6 K6162 3-Track Head/Jamb Vision PVC 8800 PVC SLIDING GLASS DOOR - IMPACT 7 H•6164 4-Track Head/Jamb Vision PVC 8 S-2064 Roller Track Insert Keymark Aluminum 9 S-6171 Cover, Sill Track Vision PVC 10 S-6169 Cover, Interlock Vision PVC 11 S-6172 Cover, E#ernal Reinforcement/P-Hook Vision PVC o 12 S-6175 Track Filler, Frame Vision PVC 13 1 K6166 Panel Stile/Rail Vision PVC 14 1 K6168 linterlock, Snap-On Vision PVC 15 K6167 Astragal Vision PVC Co m y O y of 16 K6170 Gazi Bead, 1. 1, 1" Vision PVC 17 K2060 Sill Riser, 2.876' Keymark Aluminum O z LU a. a. o W z O o U ul 18 H•2062 Sill Riser, 4.067 Keymark Aluminum 19 P-5517 Panel Guide, Interlock Bear's Metal Aluminum 20 P-5558 Support Channel, Bot Rail, Interlock Bear's Metal Aluminum 21 P-5511 Cover, Panel Guide, Interlock Lawrence Nylon 22 P-5516 Bracket, Fixed Panel Bear's Metal Alum 23 P-3300 WISP., 0.280" x 0.187" Back, Fin, Black Ultrafab 24 P-3438 Backbeddin , Purfect Gaze "H' Hot Melt Henkel/Sika Silicone 25 P-3514 Screw, #10 x 7' Ph Comb Hd Fastenal Steel " Z 26 P-3587 Screw, #8 x 1" PH FL TEK - Roger Asm/Mortise Lock Fastenal Steel 27 P-3752 Hole Plug, 0.500" Dia. Progress Plastics Nylon ��t�um�rs�4i ��0,` ENO E Al �r;!.Qy.�� v ' ' No 58201 .�� 9 s STATE OF ,,',O1�NA EN' �x- 11121 /2016 Handle with Thumb Turn Roto AmesburyKeeper 29 P-3792 mesbur 30 P-3793 Multi -Point Mortise Lock Amesbu 31 P-4250 Screw, #10 x 2.5" PH PN SMS - Keeper Fastenal Steel" 32 P-5287 Tandem Roller Assy, 2.125" Dia Wheel Amesbury 33 P-5438 Setting Blocks, 0.090" x 0.876' x 1.5" Franke Lave Rubber 35 K2068 Reinforcement, Astragal Keymark Alurrinum 36 S-1775 Reinforcement, Lock Stile/RiAs K mark Aluminum 37 H-2111 Reinforcement, HID, Interlock Keymark Aluminum 38 S-2071 Reinforcement, EMernal, Interlock Keymark Aluminum 39 S-2069 Frame Insert, Installation Anchors Keymark Aluminum 40 H•2063 P-HDok Keymark Aluminum 41 S-2065 P-Hook Adaptor K mark Aluminum LUA. TURNER CAS , P.E. FL PE # TURNER, 8201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 42 S-2048 Screen, Astragal mark Aluminum 43 S-2050 Screen, 1-Track Head K nark Aluminum 44 H 2O5t Screen, 1-Track Jamb K mark Aluminum 45 S-2052 Screen, 1-Track Sill Keymark Aluminum SHEET DESCRIPTION: BOM AND GLAZING DETAIL 46 S-2053 Screen, 2-Track Head Keymark Aluminum 47 S-2054 Screen, 2-Track Jamb Keymark Aluminum 48 S-2055 Screen, 2-Track Sill Keymark Aluminum 49 S 2056 Screen, 3-Track Head K mark Aluminum DRAWN BY: BLZ DATE: OS/16/16 50 S 2057 Screen, 3-Track Jamb K mark Aluminum p •; CWS-1151 „ 1 1.2 SHEET 3 OF 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 81771 2 ,it" ojL��I �ofL�JI �0❑��00� 2 2-Track Sill - 6161 81. 0 0 0 8 3 �7 (jI,�� 1 ` UDD❑❑�°a— 13��SDU 3-Track Sill - 6163 1* �Rl I ILI ,13 1ig8 � O i� O 000M000�00000001o0. 4-Track Sill - 6165 ��5�„� 5 2-Track Head/Jamb - 6160 8 1�D o 0 o D SooO�Oo��DoO�O�° 3-Track Head/Jamb - 6162 10p Panel Head/SIIVStlIe - 6166 Lock Stile - 2086 F 2„ 4, T— Cover, Ext Reinf. & t 1 Hookstrip - 6172 r 7 Dlit O 0 O O D � o�aoo�000�aoo�ooe � 4-Track Head/Jamb - 6164 NOTE: ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. Astragal - 6167 2" LjF �— 2 P-Hook Adaptor - 2065 6063-T6 10 Cover, Interlock - 6169 9 Insert -2064 Cover, Sill Track - 8171 oiler Track 8063-T5 • • 12 Track Filler- 6W5 1 • •• ••• • • • • • •• 4 .` •• ••• •• • • • •• ••• •• ••• 1G Glazinj Bead - 0170 • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40 18 (hy(l(lU 17 vallooM► srsrEns 3 1900 SW 44TH AVE. 3 OCALA, FLORIDA 34474 1 WWW.CWS.CC i8 g"„ � �„ 8800 PVC SLIDING GLASS Sill Riser- 2060 DOOR - IMPACT 6063-TB Sill Riser- 2062 6063-T6 o P-Hook-2063 6063-T6 m m 38 O CO 2 L� y W z 0.100r - a O cc 0. Reinf., Ext-Interlock Reinf., Frame - 2069 0 rr -2071 6063-T6 6005-T6 S o • Reinf., Astragal - 2068 • 6005-T6 i• 38 ,PNO�'sgJ 1 �" }.. v; • No 58201 STATE OF Reinf., Lock Stile - 1775 Op• c p 6005 T8 O Ft 1 Q. ' „a,s LUCAS A. TURNER, P.E. FL PE 1158201 „ g 2 i7S' 1239 JABARA AVE. NORTH PORT, FL 34288 PH.9a1-360157a SHEET DESCRIPMON, EXTRUSIONS Reinf., HD Interlock - 2111 6005-T6 DRAWN BY: DATE: BLZ 05/16/16 DWO s: CWS-1151 1 s SHEET 1:2 4 OF 11 itsT 1„ Screen, 1-Track Sill - 2052 Screen, 2-Track Sill - 2055 51 T_ Screen, 3-Track Sill - 2058" 52 LScreen, Snap Cover - 2059 1i Screen, 1-Track Jamb - 2051 4 47 iTk- _T Screen, 2-Track Jamb - 2054 50 Screen, 3-Track Jamb - 2057 T—I I 43 1 ' 1_ Screen, 1-Track Head - 2050 T __ n n I 46 lTk Screen, 2-Track Head - 2053 T— 49 Screen, 3-Track Head - 2056 L—jV " Screen, Astragal - 2048 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2 }" 53 ��F*' Z„ I Screen, Interlock - 2097 �b 12" 2j" �{ O O O 51t 1 Bracket, Fixed Panel. P-5516 ��1��1 � 1�1•I�l � 1��1 54 13„ I III III MI Ij III III I I 1 �� 5"---I G- �ff—1 • • •••••ii i•••ii L•i •• II I �•• IiIt • III 2� III I OO I III � III I i I I III .•. •• LjI • • •• • • • • •• •• Panel Guide, Interlock - P-5517 Support Channel, Bot Rail - Interlock - P5558 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Block, Anti -Lift P-5477, Nylon 3L 4, 3„ — —43-j 7 2 }" Cover, Interlock - Reinf. P-5511, Nylon 1900 SW 44TH AVE. OCALA, FLORIDA 34474 vwvw CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT �ID J: No 58201 '9 87ATE OF :41z "0�20,, 11212016 LUCAS A. TURNER, P.E. r'l FL PE S58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SN ET IP I N: EXTRUSIONS 171 III I I 11DRAWN BY: DATE: I BLZ 05/16/2016 DING r. CWS-1152 1 SCALE: SHEET 1:2 5 OF 11 1�. �rdflfey(KI!/ " ek wiNcaw sraTels 1900 SW 44TH AVE. OCALA, FLORIDA W74 WWWCWS.CC 8800 PVC H-20 2 SLIDING GLASS sIle—ILA[l IH-2 0 0 0 O O o 8 °0❑❑❑0❑❑❑°D❑ �0❑❑❑0❑❑❑°D❑❑❑°oD O ❑ O o S `�0❑❑❑°D❑❑❑°D❑❑❑°D❑❑❑°Da DOOR -IMPACT 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser 33 F ao m m lot, 0 rn z O_ x wHL z D � Q �a O O (� En HH18 hao� 0 p 0 UO❑❑❑O❑❑❑0 I ` 01 ¢ O �d z U°D❑❑❑0❑❑❑DD❑❑ 2T SIII w/ 1T Screen 3T Sill w/ 1T Screen tt�tuwnpi ttt �111•11 �y AN�.... K; T 12 �" 13" � .y�GEN3FG'pi�i wt No 58201 "•�11 STATE OF � :O0ON I A =t_JL sl °D❑❑❑DD❑❑❑DD❑❑❑°a� `�°D❑❑❑°D❑❑❑°o❑❑❑oaD❑00 z� 11 /21,2016 3T Sill w/ 2T Screen 4T Sill w/ 1T Screen LUCAS A. TURNER, P.E. FL PE # 58201 16 1239 JABARA AVE. • • • • • • • • • • • • • • • • • NORTH PORT, FL 34288 • PH.941-380-1574 • •• • • • • "•• • SHEET DSC ION: TRACK WIDTHS 0 • • • 0 • •0 • • • • • • 8 •0��0�❑❑00 DRAVVN BY: BLZ DATE 05/16/16 �D❑❑ • • � • DCWS-1151 1 4T Sill w/ 3T Screen s 1:2 SHEET 6 OF 11 • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6" MAX TYR 21" MAX TYP L. ANCHORS Q 4. P PANEL-TYP 4° TYP. F 4" F- - 6" MAX. TYP. 1 •I I 1 i '� TYP. P-HOOK ANCHORS 3" EDGE 1 OF PANEL TYR II II II II II II II II ii u 11 II II II X X X X • jr, �tl� , ilil ,ilk I I / I illl i III/ T_--___ ITTi. r NOTES: CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) I 12" MAX. O.C. FIXED PANEL CLIP 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION (SEE LAYOUT DETAILS ON SHEETS 8 & 9), EXCEPT FOR 2T SILL & WOOD INSTALLATION LOCATIONS. SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL (SHEET 8). INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION (CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. 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 10. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCV(bNS•pNi) AYC14DRS6HAL& NOT BE"ED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OP&NINGS# ENBEOMWTIHVIE B?YPND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD "KS SMOVEEWRIE PRODUCT RNUMBSTRATE. 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 SOLID C`ONCgF•T€, 6" FORS MUsM� �ONRY,, �O WOOD AND METAL. 000 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AftCINTECi OR EN&NEER Or. RECORD:ND IN:TALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 10. CgftETE%D MA9•)NRY NBSTR11TE9•M•AY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/VVDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEMS B 1900 SW 44TH AVE. OCALA, FLORIDA 34474 VWV W.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT m �o No 58201 '0 L STATE OF i Z- LUCAS A. TURNER, P.E. FL PE # 581 1239 JABARA A20VE. NORTH PORT, FL 34286 PH. 941-31 1574 ANCHOR SCHEDULE AND NOTES BLZ 05/16/16 WO: RLT.77 CWS-1151 1 SHEET 1:25 7 OF 11 f PANEL WIDTH 2T SILL f INTERLOCKS ASTRAGAL P-HOOK UNLY f INTERLOCKS ASTRAGAL P-HOOK 3T SILL vv✓ oNiv " f INTERLOCKS ASTRAGAL P-HOOK 4T ONLY S ILL • • • • • _ • • • • : • : • • ` • • • •• • • • • •• •• CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX P. 2T JAMB 14- n n UAY 11-nr UAY 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8800 PVC SLIDING GLASS DOOR - IMPACT m ao 0 } m m h O i O_ w z a 0 pO Q N � J: No 58201 LI •. STATE OF i z�Z. 4t 11/21/2016 TYP. LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR PATTERNS (JAMB & SILL) TYR R DRAWN BY: DATE: 4T JAMB T BLZ 05/16/16 Dugur. .. CWS-1151 1 NOTE: Q = CENTERLI NE OF INTERLOCK OR ASTRAGAL s L ' SHEET 1:5 8 OF 11 TYP. it TYP. HOLE PATTERN FOR ANTI -LIFT BLOCK ANCHORS f INTERLOCKS ASTRAGAL P-HOOK F- 4" TYP --{ 2T HEAD 1-4'TYP—I ----- maLY......-- c. INTERLOCKS 3T HEAD ONLY C INTERLOCKS HOLE PATTERN ASTRAGAL FOR ANTI -LIFT P-HOOK BLOCK ANC HORS I-- 4" TYP. —F— 4" TYP. 0 1 0 •• • • % • • O •• 1"TYP WOOD SUBSTRP•TES • • • • • • • • • • • • • ONLY. • • . • • • • 4THEAD ••• • i •• • • • • • • • • • • • • • `CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT m l �llad ps10RE6y.�4••i No 58201 1. as STATE OF ;�Z 11/21/2016 LUCAS A. TURNER, P.E. FL PE # 68201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR PATTERNS (HEAD) DRAWN BY: DATE: BLZ 05/16/16 DWO •: CWS-1151 1 NOTE: Q= CENTERLINE OF INTERLOCK OR ASTRAGAL SHEET 1:5 90F 11 2 TRACK HEAD ANCHORAGE INTERIOR MIN. EDGE DIST. SEE LAYOUT ON BHT 9 �{ tl4 MAX SYFrEM SEE TABLE 1 1900 SW 44TH AVE. 39, FRAME INSERT REO'D AT OCALA, FLORIDA 34474 ALL FRAME ANCHOR LOCATIONS 39, FRAME INSERT REQ'D WVWV.CWS.CC AT ALL FRAME ANCHOR LOCATIONS SUBSTRATE BY OTHERS MIN. EMBEDMENT 8800 PVC SEE TABLE I 1 SEE TABLE I SLIDING GLASS PERIMETER SEALANT SEELAYOUT DOOR - IMPACT BYNSTALLER ON BHT 8 INSIDE AND OUT MAX. SHIM �p MIN EDGE DIST p SEE TABLE 1 m INTERIOR PERIMETEREALANT WITH 1A800 m 1n BY INSTALLER INSIDE AND OUT O LL Z INSTALLATION ANCHOR 2 O, SEETABLEI SUBSTRATE BY OTHERS MIN EMBEDMENT LU y� SEE TABLE 1 SEE TABLE 1 W U Z d SEALANT BETWEEN SILL I_ RISER AND FRAME BY / B 1 HORIZONTAL SECTION a x INSTALLER 9 2 TRACK JAMB ANCHORAGELU y p� Q 0 PERIMETER SEALANT BYINSTALLER INSIDEANDOUT DO NOT COVER Z WEEP HOLES MIN. EMBEDMENT SUBSTRATE SEE TABLE I �p�� OTHERS ,,��PNDREK,BY p�?.y�C E .... F;/�Q,L�� SEE ABLE 1 •.�i1 v ? No 58201 MIN. EDGE DIST. 39, FRAME INSERT REQ'D AT ALL FRAME ANCHOR SEE TABLE 1 LOCATIONS �' '9• STATH OF ,�� A VERTICAL SECTION 9 2 TRACK SILL ANCHORAGE PERIMETER SEALANT COMPLIANT WITH AAMA 800 BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 11/21=16 LUCAS A. TURNER, P.E. MIN. EDGE DIST. EE TABLE 1 FL PE # 58201 • • • • • • • • • • • • 1239 JABARA AVE. 0 • • s Bs E t�' 03}iERS MIN. EMBEDMENT NORTH PORT, FL 34288 TABLE 1: APPROVED INSTALLATION FASTENERS • • • • • S E BI j • • SEE TABLE 1 PH. 941-380-1574 SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. • • • • • • • • • SHEET . CONCRETE 2.0 KSI MIN. 1/4" ITW TAPCON 1-1/2" 4" • • • • • • • • • • • • CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-341 2-11T HOOKSTRIP INSTALLATION DETAILS 2X MIN. SOUTHERN PINE (G=0.55) 1/4 1TW TAPCON OR 1-3v 7/8" 2 TRACK ELCO ULTRACON • • • • • MAX. SHIM DRAWN BY: DATE: 000 00410 • • •" 2X MIN. SOUTHERN PINE G=0.55) 1#12 WOOD SCREW 1.38" 7/8" • • • • • • • • 16 GAUGE(0.080") MIN. :#12-14 HILT] KWIK-FLEX OR ITW FULLTHREAD • • • • • • • • gLZ D5�16/18 STEEL STUD 33 KSI YIELD MIN) TEKS SEIF•DRILLING SCREW 117. THRU 0.080" • • • • • • • • • p #; 1/8" ALUM. (6083-T5 MIN.) OR #12 GRADE 5 SELF -TAPPING/ FULL THREAD • • • • • • • • • • • •ram • • • • • •/ \HORIZONTAL SECTION CWS-1151 1 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.126' 1/7 9 HOOK STRIP SHEET P OR JAMB FRAME ONLY: HOLLOW HOLLOW OR GROUT -FILLED CMU ASTM G90 1/4" ELCO ULTRACON 1.3/4" 2-1/2" ••• • • • • ••• 1:3 10 OF 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. SEE TABLE 1, SHT 10 SUBSTRATE BY OTHERS — SEE TABLE 1, SHT 10 PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1, SHT 10 PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS — SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE 1, SHT 10 SUBSTRATE BY OTHERS — SEE TABLE 1, SHT 10 PERIMETER SEALANT — BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1, SHT 10 PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE 1, SHT 10 3 TRACK HEAD ANCHORAGE {.— SEE LAYOUT �.{ /% 39, FRAME INSERT REQ'D AT .1 ON BHT 9 I / / ALL FRAME ANCHOR LOCATIONS MIN. EMBEDMENT SEE TABLE 1, SHT 10 MAX J SHIM INTERIOR SEALANT BETWEEN SILL RISER AND FRAME BY INSTALLER r1/4" MAX INTERIOR Y l , 39. FRAME INSERT REQ'D AT ALL FRAME ANCHOR LOCATIONS SEE LAYOUT ON SHT 8 WINDOW SYSTEM k--4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT a� MIN EDGE DISTTO m SEE TABLE 1 SHT 10 PERIMETER SEALANT IIIL__JIII 7/_1 LL COMPLIANT WITH AAMA SW Z MIN. EMBEDMENT BY INSTALLER INSIDE AND OUT x SEE TABLE 1, SHT 10 SUBSTRATE BY OTHERS MIN EMBEDMENT d 39, FRAME INSERT SEE TABLE 1, SHT 10 SEE TABLE 1 SHT 10 h SEE LAYOUT ON SHT 8 REQ'D AT ALL FRAME Lu ANCHOR LOCATIONS F HORIZONTAL SECTION 6 I" t0 3 TRACK JAMB ANCHORAGE / u 1 VERTICAL SECTION �{I 1l4" MAX 10 3 TRACK SILL ANCHORAGE INTERIOR 4 TRACK HEAD ANCHORAGE 39, FRAME INSERT 39, FRAME INSERT REQ'D SEE ON BHT9 LAYOUT REQ'D AT ALL ANCHOR LOCATIONSE LOCATIOAT ALL RNS AME ANCHOR Qf1G F�G� MIN. EMBEDMENT No 58201 SEE TABLE 1, SHT 10 I STATE OF SEELAYOUT ON SHT 8 t MAX. SHIM INTERIOR jSEALANT BETWEEN SILL RISER AND FRAME BYINSTALLER DIST EDGBLEE SEEIT SHT 10 •••MIN. AMIN EMBEDMENT SEE TABLE 1,SHT10 PERIMETER SEALANT COMPLIANT WITH AABY INSTALLER INSIDE•••• • •• • •S •• EMBEDMENT SEE LAYOUT ___j — 39, FRAME INSERT • • • • • • • BY OTHERS SEE TABLE 1 SHT 10 ON SHT S REQ'D AT ALL FRAME • • • • • • -SEE TABLE 1!SHT 10 ANCHOR LOCATIONS • • • • • • • • • • • • G HORIZONTAL SECTION t^�VERTICAL SECTION • • • • • • 10 4 TRACK JAMB ANCHORAGE L 10 4 TRACK SILL ANCHORAGE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • z;z_ 11/21/2016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IFET DESCMPTION. INSTALLATION DETAILS 3 & 4 TRACK RAWN BY: DATE: BLZ 05/16/16 NO •: CWS-1151 1 SHEET 1:3 11 OF 11 . �+ilYLi•ti�141YI/Y:i►V\ii•'. ;,Y,,�..f� • �yj /'J, nLOB BCIS Home Log In User Registration ` Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links I Search bh r M ' Product Approval 4• -USER: Public User dN� Product Approval Menu > Product or Application Search > Application List > Application Detail • ti FL # FL13010-R7 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 :0 0 0:0 (352) 368-6922 Ext 291 • • • • • • • • • jlathrop@cws.cc • • • • : • • • • • Authorized Signature Jay Lathrop • • • • • • :.. • .: jlathrop@cws.cc • • • • • • • • • Technical Representative Jay Lathrop • • • • Address/Phone/Email 1900 SW 44th Ave • • • • • • Ocala, FL 34474 • • (352) 368-6922 Ext 291 • ; • • •:. •' •' �' jlathrop@cws.cc • • • • • •• • Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE :i Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/27/2018 Date Validated 08/27/2018 Date Pending FBC Approval Date Approved 09/06/2018 Summary of Products FL # Model, Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13010 R7C_CeC_CAR 138-1357.pd Approved for use outside HVHZ: Yes FL13010 RLC_C9C_CAR 138-1362.pdf Impact Resistant: Yes FL13010 &Z_CCAC CAR 138-562.1df Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150, 36" x 72" and 72" x 76" see installation 09/14/2019 detail for DPs. Large Missile Impact. In HVHZ may only be Installation Instructions used up to 30ft above grade. Glass complies to ASTM E1300- FL13010 BZ_LI_CWS-433D.p(ff 04. Verified By: Lucas A. Turner 58201 Created by Independent Third Party: NJ • • Evaluation Reports • • • • • • • FL13010 97_AE EvalReLj6•31).odf . . .' Created by Independent Tad Party: Y?,5• • • • • • • • 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed•VUVow, Cogtjnuops Head &•�iB! Limits of Use Certification Agency Cerl!!M !te • • • • • • • • Approved for use in HVHZ: Yes FL13010 R7_C_CACCAR.188•361e2.l2d&... •.:..' Approved for use outside HVHZ: Yes FL13010 R7_CCAC_CAI1S'38iL-�b5e2.oi11:... ' •. • Impact Resistant: Yes FL13010 97_C_CAQ_CAR-1.8-- 706e2.odf • Design Pressure: +67.5/-67.5 Quality Assurance Contraci Expiration Date • Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 08/12/2019 ' ;...; 72". Outer lite must be safety glass above 30 ft. in HVHZ. •. Installation Instructio• • • ns Glass complies to ASTM E1300-04. FL13010 R7_II_CWS-510CM2d 9 • • • : • �: Verified By: Lucas A. Turner 58201 '..'.' Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvalReport510C.pdf Created by Independent Third Party: Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120" x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13010 R7 CCA�_CAR 138-258e2.12df Approved for use outside HVHZ: Yes FL13010 R7 C_CA('_CAR 138-481e2.pdf Impact Resistant: Yes FL13010 97_C_CAC CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile 04/09/2019 Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R7 U_CWS-373C.122f Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE_EvalReport373C.odf Created by Independent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size - DP55, or 72" x 76" unit size - DP67.5 (DP65 outside HVHZ) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL13010 gZ_C_CACCAR 138-1093.pdf Approved for use outside HVHZ: Yes FL13010 R7_C_CAC CAR 138-1320 e2.12df Impact Resistant: Yes FL13010 R7 C CAC CAR 138-250.rdf Design Pressure: N/A FL13010 R7 C CAC_CAR 138-274e2.12d Other: Sizes up to 48" x 72" unit size at design pressures of FL13010 R7 C CAC CAR 138-457.pd +/-55 psf, or in sizes up to 72" x 76" unit size at design FL13010 EL7,7,_C_CgC_CAR 138-465.p!df pressures of +/-67.5 psf in HVHZ or +/-65 psf outside the FL13010 $Z_C_CAC_CAR 138-534.odf HVHZ, with max. glass daylight sizes as shown in CWS-159E Glass complies to ASTM E1300-04. FL13010 RZ_C CAC CAR 138-730e2.pdf FL13010 R7 C CAA _CAR 138-739e2.pdf Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010 R77 II_CWS-159E.pdf Verified By: Lucas A. Turner, P.E. FL PE #58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE_EvaIReport159E.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are 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: ® heck Credit Card Safe • •••••• • ••••% • 000000 • • • **:so* •••••• •••• ••••• •• •• •••• •••••• • • • • • • • • • •••••• • • • • • •• • •• • • • URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 159E September 7, 2017 Product Description:' Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44h 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 Oh Edition (2017) Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-159E, signed and sealed by Lucas A. Turner, P.E. : • •.:. 3) Test Reports NCTL-210-3954-01 and -IA, and NCTL-210-3955-01 and -IA, frgrnolgtional. Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/.WPN,1/CSAC • • • • • 101/I.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 202,.2.U1994 (TAS . reports 3954-1A and 3955-1A signed and sealed by Gerard J. Ferrara, P.E.) • • • • • • 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas %*14ner, P.I. •••••• •••• Installation: Units must be installed according to approval document CWS-159E. • • • • • • • Limitations of Use: This product: ...... • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +/-5S p f,• or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HVHZ or +/-95 psf • . • • • • outside the HVHZ, with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E, with Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA 14-0916.1 It in DP65 or 67.5 units or Kuraray (Dupont )PVB Interlayer per Miami -Dade NOA 16-1117.02t in DP55 units • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 17-0206.1 W 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6'h Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ♦� 1�..•...'.l... No 58201 Lucas Turner '13 4 2017-09-16 = * * * = 9/07/2017 07:24+20:00 -A ; STATE of .uw Lucas A. Turner, P.E. .,�.p•.•FL OP.; \�s. FL PE #58201 r- Document Tdle: Structural Performance Doc No: FRM B1-02 Rev No: 7 Pape: 1 or 1 KEYSTONE Certification C6,RTIRKAT/ONE. INC. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1093.0 Issue Date: 6/16/2014 Revision Date: 2/28/2018 Expiration Date: 4/29/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certifi(Ltk labels. Licensee stipulates in affixing certification labels to products, that those products are represe�nie{ive of tie specimen .... :' evaluated and documented for certification authorization. Only products bearing such a rfification label.�hall be • considered certified. The information in this report can be verified atwww.keystonecerts.com."':" ' •••• • •• Licensee Information: Product Information: •�••�� •••� Custom Window Systems, Inc Mode1:;8300•Fin/Flange Frame PVC IMYj d 1900 SW 44th Avenue Operator Type: FW • •••••• Ocala FL 34474 Config: No, GS-7/16" HS Lami IG • •. • ; • • Max Width: 72 • • • Max Height: 76 Referenced Standard: Product Rating: AAMANVDMA/CSA 101/I.S.2/A440-08 Class LC-PG65 1829x1930 (72x76)-Type FW WTP=15.0 Qualifying Test Information: Test Report No: NCTL-210-3954/55-01 Test Report Expiration: 4/29/2021 Authorized Signature: Keystone Certifications, Inc. 20 1 8.02.28 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 07:02:56 -05r00r Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYSTON ECERTS. CO M Document Tine: Structural Performance Doe No: FRM B1-02 Rev No: 7 'MR 1 °' 1 KEYSTQIV� Certification C L'RTIFICATtONB. INC. L--=--i I Authorization Report Required By: PRO 61-03 CAR & Product ID Number: 138 - 1093.0 Issue Date: 6/16/2014 Revision Date: 2/28/2018 Expiration Date: 4/29/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. • This report indicates the product is eligible for the application of Keystone Certification Pr;gram••certification labels." Licensee stipulates in affixing certification labels to products, that those products are reprel9q.1 Ne of Ae•etiecimen evaluated and documented for certification authorization. Only products bearing such a cerf cation label shall be•' • • • • considered certified. The information in this report can be verified at www.keystDnecerts.com* • : • • 0. : • • • •: . . .... • •• ••.•• Licensee Information: Product Information: .. • 00 • • � • • • • • Custom Window Systems, Inc Model: 8300 Fin/Flange Frame PVC 10, Fixed •• • 1900 SW 44th Avenue Operator Type: FW • Ocala FL 34474 Config: No, GS-7/16" HS Lami IG • • • • • • Max Width: 72 Max Height: 76 Referenced Standard: Product Rating: AAMANVDMA/CSA 101/I.S.2/A440-08 I Class LC-PG65 1829x1930 (72x76)-Type FW WTP=15.0 Qualifying Test Information: Test Report No: Test Report Expiration: NCTL-210-3954/55-01 4/29/2021 Authorized Signature: Keystone Certifications, Inc. 201 8.02.28 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 07:02:56-05'00' Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYSTON ECERTS. COM PICTURE WINDOW - LARGE MISSILE IMPACT 49 1 /4" MAX. OVERALL FLANGE WIDTH 48' MAX UNIT WIDTH 451 /8" GLASS DLO A I I i 73 1 /4" I OVERALL B I I B FLANGE I I HEIGHT I I O I 72" MAX. I HE A TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.......1 ARCHITECTURAL SHAPES...................2 GLAZING DETAILS.................................3 SECTION VIEWS....................................4 EXTRUSIONS & B.O.M...........................5 ANCHOR SCHEDULE & NOTES.........6-7 INSTALLATION DETAILS.......................8 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. T ALL FRAMES ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW-8300. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• LucasTumer 2017-09-22 11:45-04:00 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING.. IMPACT RATING ANY 48" x 72" • • • +/• 55 P LMGE MISSILE IMPACT NON-HVHZ 72„ x 76„ '•• +/, 35 PSP HVHZ +/- 67.5 PSF • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 29�ammsffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT i 3 az3 r ow0 arwro6 w zoz QF�I- o ¢03>0=3:5 U. �-w z~3g= z z=m¢mwpo O CF-O ¢=�¢ U Ucn�ZdHCna z OOO�j��O- > Q�LLmOSOz Q m < H Z w oommowow LL Q z�� OJ(nF- _~= w3w� a F- a Q a 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 05/05/07 CWS-159 E 'ALE: SHEET 1:20 1 OF 8 FULL CIRCLE 12 CIRCLE 1/4 CIRCLE C:> FULL ELLIPSE ("OVAL") OCTAGON TRIANGLE TOMBSTONE TRAPEZOID NOTES: 1. SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING, THRU FIN - WOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF • • •REC TANGO LAR "NDOWS ON SHEET 1. • • • 4:A4H4PjPAtVG FOR ARCHTECTUAL FLANGE AND FIN WINDOWS • • • •ML06TiOIALOW TWE LAYOUTS SHOWN ON SHEETS 6 & 7, WITH ANCHOR • • • • • 11PACIPJG PAEAWRED ALONG THE LENGTH OF THE PRODUCT. • ••• • ••• ••• ••• • • •• • • • • •• •• .•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Qmxm6s'ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z 3 az3 r ow0 away o two>-0=3m LL r-w .Zr-3�x z z=ma¢wp0 O Ot-O a=�-m 0 L)U) z a PU)CL -zowzo 0 --u 2OOu-z CE 2<� -�-�Z_ I11 oocrfn ow fnw _~x w3wcn a. �- a Cr, z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHAPES AIDE 1 05/05/07 CWS-159 E 'ALE: SHEET 1:1 20F8 OUANEX DURASEAL IG SPACER 1" OVERALL 3/16" ANNEALED or TEMPERED 12" AIR SPACE 5/16" LAMINATED 1/8" ANNEALED .090 DUPONT PVBINTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 12" GLASS BITE v V` GLASS TYPE A OUANEX DURASEAL IG SPACER • •• • • • • ••• • •• ••• •• • • • •• . ... . ... ••• Or . . .. . • . • .. .. • • • • • • • • • • ••• • • • ••• • • Qu�msffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a I•- z 3 ¢z3 ow0 Qwoo w z0 _z o z Pw3z�3�x z=m<MWpO 1" OVERALL O U 0l-o a=F- X Uy_FZdF- COd 3116" HEAT STRENGTH or TEMPERED z O C7 U uj U 3/8" AIRSPACE ¢ I-zLL20 LL7 < Q 0 w- H 0- >> z =) 7/16" LAMI GLASS W O 0¢ y W- W 3/16" HEAT STRENGTH a z 2 d ¢ 0 y .090 SENTRY GLASS IONOPLAST INTERLAYER 0 Wr¢ W=¢� F o- w 3. d a 3/16" HEAT STRENGTH �nUun�� 6 PURFECT GLAZE "H" PG 8'T:�P��. SIKAFLEX 552 �J�,. ��J ; F '•��'.� No 58201 : St 12" GLASS BITE % 90; 8TATE OF 0�<tt` GLASS TYPE B 9r=l 7 GLASS TYPE MAXSIZE W x H DP +/-55 A 48 X 72 DP +/-67.5 B 72 X 76 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: GLAZING DETAILS LAWN BY: DATE: ADE 05/05/07 VO It. REV.: CWS-159 E ;ALE: SHEET 1:1 3 OF 8 INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B-B •• ••• • • • • • • •• •• s• ••• • • •• • • 00 • ••s • • • •• ALTERNATE FIN FRAME 0• 0 ••• • • •• • • • • • ••• • • • ••s •• •• • •• •• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • =m *ffl VVINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z 3 ¢z3 r ow0 ¢woo o zwz>-ki I. E U. �w�:zr3�= Z Z=m¢QwpO O Or0 a=�-m U 0rnr Zd P 0 n Z O l—�Z)U� mQO�rFO— Z w LL cc co Ow Cnw Zia O-1cnr co 0 wF=-O d=¢Y a a cc a� <- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS ADE 1 05/05/07 CWS-159 E 'ALE: SHEET 1:1.33 4 OF 8 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX 552 HENKEL / SIKA SILICONE 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 1 S-6064 JGLZ BE., FXD. (1" O.A. I.G.) MIKRON PVC 11 1 GLASS ISEE SHEET 3 2 PVC FRAME FLANGE - H-6006B va" 7/8^ 10 PVC GLAZEBEAD - S-6064 FRAME CORNER CONSTRUCTION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.cws.CC CORNER WELD (ALL SIDES) 8300 PVC SCALE 1:8 PICTURE WINDOW IMPACT V 2 a z 3 ¢Z3 F- 0w0 ¢Wpa' o zwz>o¢3m U. �w3zi--3M= z Z=2a¢wp0 0 oI--o a=�Q U UtnF- ZD-F-ma OZUvjZ�U6 f--,20OwZ > a3 w =o_ _W O0mw0wmw 2 Z_(nW 0-1a)F- 0 OcO WH0 w a IL ¢3a� PVC FRAME FIN - H-6006A X1—Z 9/22=17 LUCAS A. TURNER, P.E. FL PE # 58201 112 • • • • • 1239 JABARA AVE. 3/16" 8 NORTH PORT, FL 34288 PH. 941-380-1574 • • •• ••• • • • • • • SHEET DESCRIPTION: •• • • • •• SCREW SUPPORT - P-3113 EXTRUSIONS & B.O.M. • • • • • • • • • • • • • DRAWN BY: DATE: i i s • AIDE 05/05/07 • • • • • •• • • • • • • DWG k: REV.: • • • • •s •• CWS-159 E SCALE: SHEET 1:1 50F8 • • • • • • • • • • • • • •• •• ••• • • • • • • •• •• ••• • • 14" MAX. O.C. 6" MAX. (TYP. 6" MAX. (TYP. 14" MAX O (TYP.) ANCHOR LAYOUT - (FLANGE) DP+/- 55 PSF TE2 INSTALLATION ANCHOR (TYP.) 4" MAX. ITYP 4" MAX. JYP 8" MAX O.C. (fYP.) ANCHOR LAYOUT - (FIN) DP +/- 55 PSF E2 INSTALLATION ANCHOR CfYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • 000 • • • • • • • • %s �QS 8E USE 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTION6, AND AN�HasHII L DIN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. • • • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, tAgEDMtRT SI-fALL &E EkYOf1b 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,•I!rQR V:&D ANj1%TA4L* 0 • e • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHI OR LJGIAEM OF RECORCOAND4NSTAIlED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRET` FI tZASONRI•%BS_PRkTES MAY:JOT BII @RACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) �- .. • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 O&WOM WINDOW SYSTEMSffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT Q Z 3 ¢ Z 3 F O w O Q W E p Ct ZOZTO¢3m LL Z z=ma¢wp0 O OHO Q=If¢ U Ou_F-Zd H0)LL CoZ 00U1 --SUN ¢ F? coz0 u > a3Ow0=OZ ¢ 2¢ I- NZ ¢¢ ¢ zW�Ow0w U) a O wF=-0 wX¢� CL a ¢�a ,tIltOalttll G�tip, No 582a1 �41 9�t BTATE Xz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE & NOTES ADE 1 05/05/07 CWS-159 E ALE: SHEET 1:20 6 OF 8 6" MAX. (FYF 6" MAX. (TYF 7 5/8" MAX O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) OP +/- 65 PSF 4" MAX. (TYP.) 4" MAX. (TYP.) 8" MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FIN) DP +/- 65 PSF WINDOW SYSTEMS 1900 SW 44TH AVE. E 2 OCALA, FLORIDA 34474 W W W.CWS.CC f 8300, PVCI PICTURE WINDOW IMPACT Z aZ3 F- 0w0 Wwood w go? ¢k?Fw -- - INSTALLATION 0 ¢ N R.> O 3 m ANCHOR (TYP.) LL f- w Z F- 3� E Z zmm<xwp0 O OF-O Q=FQ U Ut�F-zEL 0m U -LL.�OOLLZ } MQO�F�O- c:cr 0 � OLLO�fn0wcoW 0w O_jmF- a- 9O wFF--0 wO�CO ¢a a w NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET B. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. •• ••• • • • • • •• 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTION91 AND ANCHORS 9HALIL NOTIBE VJSBD IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. • • • • • • • • • • •• • • • • ••• • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS EMBIMI NTiSH 1- BE•BEIfOND•WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE I 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" ROR VA" AND MIFTALe • • 000 090 • • • lk • • • • B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITE•v= eR E GINFJRpF QEq: JhD ARID ROTALLt TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEETS. CONCRETE•ANp MA QNR Si)B%TR&TE@ MAY NOTiBE ORACKED. • • • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/=17 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 ANCHOR SCHEDULE & NOTES ADE 1 05/05/07 CWS-159 E )ALE: SHEET 1:20 7OF8 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. MIN. EMBEDMENT SEE TABLE I 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BYINSTALLER SEE TABLE I INSIDE AND OUT SEALANT BEHIND C� FLANGE BY INSTALLER 1/4" MAX. SHIM Qr INSTALLATION ANCHOR SEE TABLE 1 ( LJm'V'.T'cA-LSSEC'Tl'oN 1/4" MAX. SHIM SEALANT BEHIND �FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLERMIN. EMBEDME INSIDE AND OUTSEE TABLE 1 SUBSTRATE BY OTHERSSEE TABLE 1IN. EDGE DIST. SEE TABLE 1 SEALANT UNDERSCREW 0 HEAD BY INSTALLER Kj TYPICAL SILL ANCHORAGE �—PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER © HORIZONTAL SECTION �8 J TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1a, FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPOON 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" •261 • • • FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. 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-FLEXOR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" • • • •7/16- 11 • FLANGE 1/W ALUM. (6D63-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" 7/16" WINDOW SY5TEM5 MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 1/4" MAX. SHIM WWW CWS.CC 8300 PVC PICTURE WINDOW IMPACT S ETABLEDMENT PERIMETER SEALANT Q Z z 3' Qz w W U ¢ wI-- 0 W BYINSTALLER w I z O z ¢ F Z I - INSIDE AND OUT O ¢ /n 3 } O ¢ 3 co INSTALLATION ANCHOR z Z= 2¢¢ W 0 =O SEE TABLE I O O I- O Lj ¢ _ I.- ¢ SEALANT BEHIND a z N - Z F Z) CQ FIN BY INSTALLER Z 0(-':, uj U - 00 C HORIZONTAL SECTION ¢ ¢ F LL 2 O LL Z - 0 - ¢ O 8 TYPICAL FIN ANCHORAGE < H IS- C6 HEAD AND SILL SIMILAR FOR FIN INSTALLATION < ¢O Q } ?� O Lll LLfnWN QJ(nF- z-a O WF— WOQ� a • • PEHIMETBR SFALANf•— I / • • BMINSIrAL1LEW • �L-L_L� • • IN61DL•AND OET • • • • • • • • • D HORIZONTAL SECTION • • • • • • • 8 BOX FRAME INSTALLATION jj// II�� QQ HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLA PARTIALLY R FULLY REMOVING THE FLANGE, • iA�1D NOGL�a NGAOX-FRAMEOAPPLICATION IS ACCEPTABLE PROVIDED: �- qN. 1/4•FILjf OFIQNSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED • I $I AND T, F L PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z,-7 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 INSTALLATION DETAILS AIDE 05/05/07 TG #: REV.: CWS-159 E ALE: SHEET 12 8OF8 •i'1N�if�ii. -'� f�Ijj� SCIS Home ' Log In User Registration ! Hot Topics Submit Surcharge 4 Stats & Facts Publications I Contact Us BCIS Site Map Links } Search a b Product Approval a r USER: Public User ShUmnw.'e;•lm Product ADoroval Menu > Product or Application Search > Application List > Application Detail • FL # FL20838-R2 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 • (352) 368-6922 Ext291 " " jlathrop@cws.cc • • • • •••••• • •••••• Authorized Signature • Kevin Pine • • • • .. . kpine@cws.cc • Technical Representative •••• Stephen Brooks • • • • • • • •• • • • • ••••• • • • • • Address/Phone/Email 1900 SW 44th Avenue •' " "" """ • Ocala, FL 34474 • • • • • • • • (352) 368-6922 Ext 255 : • : • . • • • • :. sbrooks@cws.cc Quality Assurance Representative Jay Lathrop • • • Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E 1886 2005 ASTM E 1996 2009 TAS 201/202/203 1994 Equivalence of Product Standards Certified By 71 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity -Yes ---"No ._ N/A FL20838 92_COC 6thEdFBC-FL208 Pdf Product Approval Method Method 1 Option A Date Submitted 08/09/2017 Date -Validated �� 08/09/2017 Date Pending FBC Approval Date Approved \� 08/15/2017 s � Summary of Products FL # Model, Number or Name Description 20838.1 SGD 8800 iding Glass Door 8800 Series - 4' X 8' Panels Limits of Use C rtification Agency Certificate Approved for use in HVHZ: Yes F 20838 R2_C_CA _138-1394CAR.pdf Approved for use outside HVHZ: Yes 0838 R.2 CSAC_138-1395CAR.pdf Impact Resistant: Yes F 2 R2 C CAC 1.38-1397CAR.12d • Design Pressure: N/A F 20838 R2 C CAC 13$ 139$CAR. pdt; • • "' ...... Other: Impact vinyl sliding glass door with light F 20838 R2_C_CA�_138' �5g9CTf?R odf • • • reinforcement, standard sill riser, and annealed laminated L2 _;_CAC 138-570CAR.�df • ... • • • glass to +/-DP50. Design pressure +/-65 with light uality Assurance ContorAECUpiratidn Date ' • • reinforcement, standard sill riser, & heat strengthened 04/18/2020 **so** • ; • • • •; laminated glass. Installation Instructions• • • • • • • • • FL20838 R2 I_CWS-I ISU-JUs&f ; • • * • • • • • Verified By: Lucas Turner•F�,PA58201 .... • �; • • Created by Independent Thhrd Party: Yes • so**:* Evaluation Reports 0 • • • • • • • FL20838 RAE EvaIRed1MSQ-R1.� • ' • Created by Independent third Party: Yes • • • • • • • •••••• 20838.2 8800 Sliding Glass Door 8800 Series - 6' X 8' Pan lls, • • • • • Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 R3_�-_CA!;_138-1601CAR.pdf Approved for use outside HVHZ: Yes FL20838 RC_CCA _138-1602CAR.pdf Impact Resistant: Yes FL20838 RC_CAC 138-571CAR.pdf Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 04/22/2020 reinforcement and high sill riser to +/-DP80. Installation Instructions FL20838 R2_II CWS-1151-RI.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE Eva1Reoort1151-R1.pdf Created by Independent Third Party: Yes 20838.3 SGD 8800 Sliding Glass Door 8800 Series - 4' X 10' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 R2_Q_CAC 138-1610CAR.pdf Approved for use outside HVHZ: Yes FL20838 R2_C_CAC_138-1611CAR.pdf Impact Resistant: Yes FL20838 R2_C_CAC 138-573CAR.12df Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 05/11/2020 reinforcement and standard sill riser to +/-DP65. Installation Instructions FL20838 R_ILCWS-1152-Rl.odf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 A_Eva1Report1152-R1.pd Created by Independent Third Party: Yes Back Next 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe ...... . ....% .... . .. ..... ...... .... ..... .... .... ...... . . . . ...... � : Nk# 206U.2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 1151-R1 November 21, 2016 Product Description: [S&ies 8800 Vinyl'Sliding'Glass Door; Large Missile Impact Resistant, 5' nominal panel widths, 96" door heights, with design pressures of +/-80 psf, with heavy panel reinforcement required as shown in CWS-1151-R] Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5'h Edition (2014) 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 Pork• • • • • 2) Approval drawing CWS-1151-R1, signed and sealed by Lucas A. Turner, P.E. • • • • • •.. • • • 3) Keystone Certifications CAR documents 138-571, 1601.0 and 1602.0 • 4) Test Reports F1575.04/14-401-18/44, from Intertek/ATI, Tampa, FL (TAS testjngsygned/seakA. ..;..' by Justin P. McDonald), and CWS-010-02-03/04, by PRI Construction Material%*f"hnolog!(&*..' ...... Tampa, FL (TAS testing signed/sealed by Zachary R. Priest), with testing perfor#a"-•TAS • • 201/202/203-94, AAMA/WDMA/CSA 101/I.S.2/A440-11, ASTM E 1886-05,;kSfN; E 1996-09• • • • • • 5) Supplemental Calcs. to support CWS-1151-R1, signed and sealed by Lucas A. furger, P.E. • • •; Installation: Units must be installed according to approval document CWS-1151-R1. Limitations of Use: This product: • May be used in sizes, design pressures, and with max. glass DLO sizes as shown in CWS-1151-RI • Is large missile (91b 2x4, 50 ft/s) impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone and ASTM Wind Zone 4 areas • Requires laminated glazing as shown in CWS-1151-R1, with Kuraray (prev. Dupont) .090" SentryGlas interlayer per Miami -Dade NOA 14-0916.11 • Requires Vision Extrusions PVC frames in accordance with NOA 15-0528.14 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. �� 5,,.• •.,V,t��I NAG E N S�. • -110 Lucas A. JV�'• s`'' No 58201 Turner :*= 2016-11-21 STATE OF : W: 10:37+19:00 '%0,�•.,a y,., 4 11/21/2016 Lucas A. Turner, P.E. FL PE #58201 F.�— Document Title: Structural Performance Doc No: FRM B1-02 Rev No:7 Page 1 Of: 1 K�E'YSTONE' Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 1601.0 Issue Date: 6/24/2016 Revision Date: 6/24/2016 Expiration Date: 4/22/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the walVroof substrate and the age of the product and installation components. • • • • • • This report indicates the product is eligible for the application of Keystone Certification Program:certific+ation-labels. •• Licensee stipulates in affixing certification labels to products, that those products are represenWive of the specimen••••• evaluated and documented for certification authorization. Only products bearing such a c;tarli emotion label•shall be* • considered certified. The information in this report can be verified at www.keystonecerts.com..... .. . : • • • •: .... . .. ..... Licensee Information: . • . • Product Information: • • • • • • • • Custom Window Systems, Inc Model _SGD'8800'Impact Sliding'Patid DoorXXXJ%W.-. 1900 SW 44th Avenue . . • Operator Type: SD . Ocala FL 34474 Config: All/Ast/SR, GS-7/16" HS Lami Mono or Id " Max Width: 360 Max Height: 96 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class R-PG80 9131x2438 (360x96)-SD Qualifying Test Information: Test ReportNo: Test Report Expiration: PRI-CWS-010-02-03/04/F1575.04/.14-401-44 4/22/2020 Authorized Signature: Keystone Certifications, Inc. t 201 6.06.27 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 1'614:38-04r00r Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYSTON ECERTS.COM f M U HE'. TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS....1 SECTION VIEWS.................................2 BOM & GLAZING DETAIL....................3 EXTRUSIONS...................................45 TRACK WIDTHS..................................6 ANCHOR SCHEDULE & NOTES ANCHOR PATTERNS .......... ............ 8-9 INSTALLATION DETAILS.............10-11 SLIDING GLASS DOOR LARGE MISSILE IMPACT GENERAL NOTES: ��ygq - 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE. CODE (FBC), CURRENT EDITION AND IS RATED FOR USE IN THE OCALA, FLORIDA 34474 HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WW✓KCWS.CC WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: „XO„ "OX„ "xX" "OXO" "XXX" "OXXO" "XXXX" „PX" "PXX" "PXXX" "P)DOOV "PXXP" "PXXXXP" "PXXXXXXP" "P)UU()(XXXX) P" 2 TRACK 3 TRACK, 4 TRACK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-11 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND THERMAL WELDED TOGETHER. 8. SERIES / MODEL DESIGNATION SGD-8800. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH, P = POCKET/HOOKSTRIP 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 11. WEEP SLOTS = 1/2" x V LOCATED C BOTH ENDS. . .. . . . . ... . •• ••• •• • • • •• MAX. PANEL SIZE • • ••• • • • '(4) PANELS SHOWN; HVHZ LIMITED TO MAX. (9) PANELS. OUTSIDE HVHZ, UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • Lucas A. Turner 2016-11-21 10:37+19:00 C 8800 ;PVCi SLIDING GLASS DOOR - IMPACT Z O H a L) U h w 0 -.7. No 58201 9 L STATE OF 0,T:'.A, _ P. zZ LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS BLZ 05/16/16 NG . cwS-1151 1 SHEET 1:30 1 OF 11 SECTION VIEW A -A NO SILL RISER ITEMS NOT SHOWN FOR CLARITY: 20. 24-26, 31, 55-58, 61-62, 64-66 FIXED PANEL ATTACHMENT 17 18 •• •• • • • • • •• �eC7O � ALTERNATE SILL RISER VIEW ••• •• LIMITED TOALTERNATE SILL RISER VIEW +65 ••• • ••• • s • • • • • • LIMITED TO +80 NOTES: • • • • • • • • 1) INSTALLATION W/NO SILL RISER ALLOWED tOtHE PULL DP'9INDIC% CD ABO !IN L�MER E ERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SUCH AS BUT NOT LIMITED TO LOG•ATIONS V�iERE iN OVERHANG ISPRESENT THAT IS AS WIDE AS THE WALL IS TALL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT a 0 'Ntv Ey -Z;: No 58201 '.'15' a4 ;a 9_ STATE OF 1.41 x2 11212016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS BLZ 05/16/16 s: . CWS-1151 1 SHEET 1:3 2OF 11 PARTS LIST f1'EM 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 PARTS LIST PART# DESCRIPTION S-2058 Screen, 3-Track Sig S-2059 Screen, S Coker S-2070 Screen, Interlock P-5477 Block Anti -Lift P-5559 Screw. #14 x4" PH PN SMS P-4269 Screw, #8 x 1" PH PN Tek P-3556 Screw, #8 x 2.5" PH FL Tek P-4962 Screw, #8 xW PH FL Tek P-5565 Screw, #12 x 1 117 PH PN SMS P-5566 Screw, #12 x 2 112" PH PN SMS P-3609 Bumper, Panel Stop P-4291 Panel Stop Housing P-5479 Foam Block, Open Cell, 0.8"' x 0.531" x V P-5492 Gasket, Frame Assembly, 2-Track P-5493 Gasket, Frame Assembly, 3-Track P-5494 Gasket, Frame Asse , 4-Track P-4659 Dust Plug, 1-1/4" x 3" x 0.5" P-4366 I Dust Plug. 1" x W x 1" Screen, S ine Screen, CM Duraseal IG Spacer 1" OVERALL i"TEMPERED AIRSPACE HEAT STRENGTHENED 4' LAMINATED V90 SGP INTERLAYER HEAT STRENGTHENED 16 �" GLASS BITE • • • PURFiCi•24 GLWE H • • • • • : • • 331.... f3 • • •BOM • •• •0• • •B(Z ••• •• • • : : • • •• • • • • •• •• VENDOR Ke mark Ke mark Profile Lawrence Fastenal Fastenal Fastened Fastenal Fastenal Fastenal Parker Seals M & M Lamatek Lamatek Lamatek Larnatek Ultrafab Ultrafab Team Plastics Ouanex I MATERIAL Aluminum Aluminum Aluminum Nylon Steel Steel Steel Steel Steel Steel Rubber Nylon Butyl Butyl Butyl Rubber AIurWB I ` 25 FRAME CORNERS MECHANICALLY FASTENED t:e PANEL CORNERS THERMAL WELD 1:8 20�"ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWWCWS.CC ITEM PART# DESCRIPTION VENDOR MATERIAL 1 GLASS SEE THIS SHEET 2 H 6161 2-Track Sill Vision PVC 3 K6163 3-Track Sig Vision PVC 4 K6165 4-Track Sill Vision PVC 5 K6160 2-Track HeadlJamb Vision PVC 6 H•6162 3-Track Head/Jamb Vision PVC 8800 PVC SLIDING GLASS DOOR - IMPACT 7 K6164 4-Track Head/Jamb Vision PVC 8 S-2064 Roger Track Insert Keymark Aluminum 9 S-6171 Cower, Sig Track Vision PVC 10 S-6169 Cower, Interlock Vision PVC 11 S-6172 Cower, E)dernal Reinforcement/P-Hook Vision PVC m o y O >N> W 12 S-6175 Track Filler, Frame Vision PVC 13 H-6166 Panel Stile/Rail Vision PVC 14 H-6168 Interlock Snap-On Vision PVC 15 K6167 Astragal Vision PVC m m 16 K6170 Glazing Bead, I.G., 1" Vision PVC 17 K2060 Sig Riser, 2.875" Keymark Aluminum I I I� LL W a (D o ur o Z o a U W 18 K2062 Sill Riser, 4.067' K mark Aluminum 19 P-5517 Panel Guide, Interlock Bear's Metal Aluminum 20 P-5558 Support Channel, Bot Rail, Interlock Bear's Metal Aluminum 21 P-5511 Cower, Panel Guide, Interlock Lawrence Ion 22 P-5516 Bracket, Fixed Panel Bear's Metal Aluminum 23 P-3300 Wtsp., 0.280" x 0.187" Back, Fin, Black Ultrafab P-3438 Backbeddin , Purtect Gaze "H' Hot Melt H Hi Silicone 25 P-3514 Screw, #10 x 2" Ph Comb Hd Fastenal Steel Z 26 P-3587 Screw, #8 x 1" PH FL TEK - Roger AsmlMortise Lock Fastenal Steel 27 P-3752 Hole Plug, 0.5W' Dia. Progress Plastid Nylon l,Ro��r �.�q0, P GENS•eG�Q��i� G : F Z - : • No 58201 • t i3 = = a 9? STATE OF SOP •,�` a O ,,,�1�'.91, E Oar,, x,Z 11/212016 28 P-3789 Handle Set with Thumb Turn AmesburyorRoto 29 P-3792 Kee Amesbury. 30 P-3793 Multi -Point Mortise Lock Amesbury 31 P-4250 Screw, #10 x 2.5" PH PN SMS - Keeper Fastenal Steel 32 P-5287 Tandem Roller Assy, 2.125" Dia Wheel Amesburyo 33 P-5438 Setting Blocks, 0.090" x 0.875" x 1.5" Franke Laws Rubber 35 K2068 Reinforcement, Astragal K mark Aluminum 36 S-1775 Reinforcement, LockStile/Rails K mark Aluminum 37 K2111 Reinforcement, HD, Interlock Keymark Aluminum 38 S-2071 Reinforcement, E#ernal, Interlock Keymark Aluminum 39 S-2069 Frame Insert, Installation Anchors Keymark Aluminum 40 K2063 P-Hook Keyrnark Aluminum 41 S-2065 P-Hook Adaptor K mark Aluminum LUCAS A. TURNER, P.E. FL PE # TURNER, 1239 J E # 58201 AVE. NORTH PORT, FL 34288 PH. 941-380-1674 42 S-2048 Screen, Astra K mark Aluminum 43 S-2050 Screen, 1-Track Head K mark Aluminum 44 K2051 Screen, 1-Track Jamb K mark Aluminum 45 S-2052 Screen, 1-Track Sig K mark Aluminum H to : AND GLAZING DETAIL 46 S-2053 Screen, 2-Track Head K mark Aluminum 47 S-2054 Screen, 2-Track Jamb K mark Aluminum 48 S 2055 Screen2-TrackSillK mark Aluminum S 2056 ScreeTrack Head K mark Aluminum DRAWN By:•••49 05/16/16 50 S-2057 Screen, 3-Track Jamb Ke mark Aluminum ovuc CWS-1151 1 sc 12 SHEET 3 OF 11 ••• • • • • ••• • • • • • • • • • ••• • • • ••• • • 2 2-Track Sill - 6161 LJL 83 113„ ii66 0 , 3-Track Sill - 6163 8 4 j000 13001-1 OOD E °D❑❑❑°D❑❑❑°D❑❑❑o❑❑10U" 4-Track Sill - 6165 5k 0 0 VE I LES 101=1=101=D 2-Track Head/Jamb - 6160 8 }" 8 3-Track Head/Jamb - 6162 Panel Head/Sill/Stile - 6166 Lock Stile - 2086 �=2-r ib Cover, Ext Reinf. 8, 11 Hookstrip - 6172 lot, 7 I O O F-71 1 ❑Q❑o❑Q❑❑Q❑o❑�❑oa " 4-Track Head/Jamb - 6164 NOTE: ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. Astragal - 6167 2" LjFN �--2*- 41 P-Hook Adaptor - 2065 6063-T6 F, ,0 Cover, Interlock - 6169 8 9 Cover, Sill Track - 6171 oiler Track Insert -2064 8063-T5 •• ••• • • • • • • • • • • • • • • •• • LE i ' 1 0*0 • IG blazing Boad. 6179 0 Track Filler - 6175 • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40 18 17 WINDOW SYSTENR 3 1900 SW 44TH AVE. OCALA, FLORIDA 34474WW. 1 W CWS.CC 8800 PVC '18" SLIDING GLASS LT Sill Riser- 2060 DOOR -IMPACT 6063-T6 m Sill Riser- 2062 6063-T6 o¢ P-Hook-2083 6063-T6 � 2 �' Z f- i Reinf, Et -Interlock -2071 6005-T6 Reinf., Astragal - 2068 • 6005-T6 • • r--rf, 0.100"j— 39 Reinf., Frame - 2069 6063-T6 r 1" 38 Reinf., Lock Stile - 1775 6005-T6 , t, Ix w a a w w 0 No 58201 STATE OF LUCAS A. TURNER, P.E. FL PE # 58201 1239 A AVE. 2 i'S" NORTH PORT, FL 34288 PH.941-380-1574 Reinf, HD Interlock - 2111 EXTRUSIONS 6005-T6 DRAWN BY: I DATE: BLZ 05/16/16 CWS-1151 1:2 I 4 OF 11 Z Z O D _" - I 45 16 16 1, I Screen, 1-Track Silt - 2052 '--, 48 Screen, 2-Track Sill - 2055 51 T Screen, 3-Track Sill - 2058 I 52 L* Screen, Snap Cover - 2059 Screen, 1-Track Jamb - 2051 47 t1. �- L Screen, 2-Track Jamb - 2054 Screen, 3-Track Jamb - 2057 -_—43 tom" Screen, 1-Track Head - 2050 -rr — I 46 rT� I Screen, 2-Track Head - 2053 49 t' Screen. 3-Track Head - 2056 LVI Screen, Astragal - 2048 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 21„ 53 an, Interlock - 20971S l!�1■Ilia QO I 4' • • � i Panel Guide, Interlock - P-551 f • 12' 2" O O O 1 Bracket, Fixed Panel. P-5516 54 It I III III MI Ij III III I I 3 11 F- 5" i8" • • •• % Support Chanel, Bet Rail - Interlock - P-5558 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Block, Anti -Lift P-5477, Nylon Cover, Interlock - Reinf. P-5511, Nylon 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT No 58201 STATE OF 11rz�6 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EXTRUSIONS BLZ 05/16/2016 CWS-1152 SHEET 1:2 5 OF 11 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW W CWS.CC 8800 PVC H-2 O o O o 9 H-2 2 ❑ ❑ o o Q SLIDING GLASS DOOR -IMPACT °o❑❑❑a°o❑❑❑o o❑ �]o❑❑❑o❑❑❑°a❑❑❑°o� �l o❑❑❑❑❑❑❑❑❑❑❑❑❑o❑❑000 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser ¢o m m lot i rn O Ix w U Z >> W y 55- 9 0 o fug 0 0 0 a Cr ❑ 0 °o❑❑❑❑❑❑❑❑a a El 1:110 w �d Z 2T Sill w/ 1T Screen 3T Sill w/ 1T Screen afHuwn„� -12 {}" 13" No 58201 "•Fp $9 � STATE OF ;ski' L--4 [w I I iC3Lm °o❑❑❑°a❑❑❑°❑❑❑❑°oD `-li o❑❑�S°❑❑❑❑°❑❑❑❑°o❑❑❑oa 11/21rz016 3T Sill w/ 2T Screen 4T Sill w/ IT Screen LUCAS A. TURNER, P.E. FL PE # 58201 18" • • • • • • • 1239 JABARA AVE. • • • • • • • • • • s NORTH PORT, FL 34288 • • • PH.941-380-1574 • • • • • • • • • • • SHEET DESCRIPTION, •• ••• •• • • • •• TRACK WIDTHS • Q • •©j • g • • • BLZ 05/16/16 • • �CWS-1151 �0❑❑"8'❑L• • o ©�❑ ❑0� • I 1 4T Sill w/ 3T Screen • s 1:2 SHEET 6 OF 11 ••• • • • • ••• s • • • • • • • • • • • • •• •• • • • •• •• s" MAX TYR NOTES: P 4" TYP. 4" 1•�--- 6" MAX. TYP. .1 �� 1 1 i '. TYP. ANCHORS Q ti P-HOOK PANEL-TYP ANCHORS WEDGE i s •1 1 i �� i •I I %�•1 i �� I iIr OF PANEL TYR II II II II II II II II ii o II II II II 11 — X X X X ;!' I ' -� .;! �;!' i ' �I! ' CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) I 12" MAX. O.C. FIXED PANEL CLIP 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION (SEE LAYOUT DETAILS ON SHEETS 8 & 9), EXCEPT FOR 2T SILL 8 WOOD INSTALLATION LOCATIONS. SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL (SHEET 8). INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION (CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. 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 10. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONB•AW"CI ORf SHAJ-L NqT V USJIg IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENIMGS, ?48EZMd1T.%H jLLt9 6EYORQq WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCR3BETMPN THFiRODi!CT AND UB6TRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. T A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR SOLID CO%RETE 6" FOR CMU MASONRY, 1" FOR WOOD AND METAL. 8 WOOD U SUOR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS BSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS ASS OWN N TABLEILL BE PROPERLY GSHEET 0. CO CNED BY THE JRCTFF ANTEIT M MASONRY: B6TRATGS MQ( NOT BE CRACKED.NSTA:LED TO NSFER WIND LOADS TO THE STRUCTURE. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOVIANG THE CURREN?VERSIGN OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAMIDMA 300(EXTERIOR DOORS) ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SYSTEM L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT -7 No 58201 o i t STATE OF z� LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SCHEDULE AND NOTES BLZ 05/16/16 NG s: CWS-1151 1 SHEET 1:25 7 OF 11 f INTERLOCKS ASTRAGAL P-HOOK 2T SILL ONLY f INTERLOCKS ASTRAGAL P-HOOK 3T SILL vv✓ ONLY "V f INTERLOCKS ASTRAGAL P-HOOK 6" TYP. ----21" O.C. MAX i TYP. 8"'iIYP. 2T J I Yh'. 14-nP WAY WINDOW SYSTEMS k----J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT m � F O J: No 582D1 9 STATE OF O R 1 Or i z5 4 t 11/21/2016 TYP. LUCAS A. TURNER, P.E. a TVP FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 • • • • • • • • • • • • • • I PH.941-MO-1574 • • • • SHEET IP I : • •• • • • • • • ••• • ANCHOR PATTERNS WOOD SUBSTRATES • • 000 • • ' • • • • 1 �^ III...- (JAMB & SILL) ONLY TYP. 1 DRAVM BY: DATE: 4T SILL 4T JAMB TYP. gLZ 05/16/16 • ••• • ••• ••• ••• •: .. • • • • • • •om • • • • • • • CWS-1151 1 • • • • • • • • • • ' CIRCLED ONL*Y • • • • • • NOTE: 9 = CENTERLINE OF INTERLOCK OR ASTRAGAL SC : 1:5 SHEET ANCHOR LOCATIONS REQ'D IN W80D INSTALLATIONS. 8 OF 11 • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • 6" TYP. it TYP. HOLE PATTERN FOR ANTI-UFT BLOCK ANCHORS 3" t INTERLOCKS ASTRAGAL P-HOOK F— 4' TYP WOOD SUBSTRATES 2T HEAD 4"TYP ONLY c. INTERLOCKS 3T HEAD HOLE PATTERN FOR ANTI -LIFT BLOCK ANCHORS ONLY c INTERLOCKS ASTRAGAL P-HOOK F-4"TYP.—a 4"TYP. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT m aD o m m !� Z O N W Z ? U) a a w ao o o XZ 1 i 1121/2016 0 0 4� LUCAS A. TURNER, P.E. TYR FL PE # 58201 0 0 1239 JABARA AVE. NORTH PORT, FL 34288 • • • • • • • • • • • PH. 941-380-1574 O • • • SHEETDESCRIPTION: ••• • �" TYP • • • • • • • • ANCHOR PATTERNS • • • • (HEAD) WOOD SUBSTRATES DFIAWN BY: DATE: ONLY 4T HEAD • • • • . • . • • • • • • • BLZ 05/16/16 • • • � • • • • DWG •: .. • • • i • � i • • • � � CWS-1151 1 • • • • • • • • • • • • NOTE: ( = CENTERLINE OF INTERLOCK OR ASTRAGAL SC CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN W80D INSTALLATIONS. • • 1:5 Op E1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 TRACK HEAD ANCHORAGE MIN. EDGE DIST. _T SEE LAYOUT ON BHT 9 SEE TABLE 1 39, FRAME INSERT REQ'D AT ALL FRAME ANCHOR LOCATIONS SUBSTRATE BY OTHERS MIN. EMBEDMENT SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT 1lq1p�� BY INSTALLER INSIDE AND OUT (Cg�IOLJ 19 1 1411 "SHIM INTERIOR '! 1-1/4"MAX 39, FRAME INSERT REQ'D AT ALL FRAME ANCHOR LOCATIONS WINww SYSTE!'IS k_—_4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WVWV.CWS.CC 8800 PVC SLIDING GLASS SEE LAYOUT DOOR - IMPACT ON SHT 8 80 WIi1 F - SEE TABLE 1 INTERIOR PERIMETER SEALANT A 800 COMPLIANT WInINSIDE ��j BY INSTALLER AN7 D OUT INSTALLATION ANCHOR SEE TABLE i SUBSTRATE BY OTHERS MIN EMBEDMENT SEE TABLE 1 SEE TABLE 1 SEALANT BETWEEN SILL RISER AND FRAME BY / B \ HORIZONTAL SECTION INSTALLER 9 2 TRACK JAMB ANCHORAGE PERIMETER SEALANT SYINSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES MIN. EMBEDMENT �. SUBSTRATE SEE TABLE 1 BY OTHERS ��o•`'PNpw JGpr?.�.G E N gF SEE TABLE 1 v �' No 58201 MIN. EDGE DIST. 39, FRAME INSERT REQ'D AT SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS �9 ; STATE OF ' rrirFS •: O R 1 O A VERTICAL SECTION 9 2 TRACK SILL ANCHORAGE 4SI�NAL. ...0 TABLE 1: APPROVED 9JSTALLAT!61N FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE 2.0 KSI MIN. 1/4" ITW TAPCON 1.12" 4" CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4" 2-112" 2X MIN. SOUTHERN PINE (G=0.55) 1/4 RW TAPCON OR 138" 7/8" ELCO ULTRACON 2X MIN. SOUTHERN PINE (G-0.55) #12 WOOD SCREW 1-3/8" 7/8" 18 GAUGE (DOW') MIN. #12-14 HILTI KWIK-FLEXOR ITW FULL THREAD STEEL STUD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU DOW' 12" 1/8" ALUM. (6063-T5 MIN.) OR #12 GRADE 5 SELF -TAPPING / FULL THREAD US" STEEL (33 KSI MIN. DRILLING SCREW THRU 0.125' 12" HOOKSTRIP OR JAMB FRAME ONLY: HOLLOW OR GROUT -FILLED CMU ASTM C-90 1/4" ELCO ULTRACON 1-3/4" 2-1/2" COMPLIANT WITH AAMA 800 BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR `� SEE TABLE 1 11 /212016 LUCAS A. TURNER, P.E. MIN. EDGE DIST. EE TABLE 1 FL PE # 58201 1239 JABARA AVE. SUBSTRAT BY OJHEj2S MIN. EMBEDMENT NORTH PORT, FL 34288 • • • • • : 1 }ngta • • • • SEE TABLE 1 PH. 941-380-1574 • • • • • • • • •I S44EET DESCRIPTION: • •• • • • • ••• • 110P1STTtIQ • • • INSTALLATION DETAILS • • • • 2 TRACK " MAX. SHIM DRAWN By: • ••• • ••• ••• ••• BLZ JDATE: 05/16/16 • • • • •-%C,AORIZONTAL SECTION CWS-1151 1 • • • • • NOOK STRIP s SHEET • • • • • • • • • • • • 1:3 10 OF 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. SEE TABLE 1, SHT 10 SUBSTRATE BY OTHERS — SEE TABLE 1, SHT 10 PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1, SHT 10 PERIMETER SEALANT — BYNSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS - SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE I, SHT 10 SUBSTRATE BY OTHERS — SEE TABLE 1, SHT 10 PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR _ SEE TABLE 1, SHT 10 PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS —i SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE 1, SHT 10 3 TRACK HEAD ANCHORAGE SEE LAYOUT /� 39, FRAME INSERT REO'D AT J ON BHT 9 --1 / / � FRAME ANCHOR LOCATIONS MIN. EMBEDMENT SEE TABLE 1, SHT 10 I"MAX J SHIM INTERIOR SEALANT BETWEEN SILL / RISER AND FRAME BY INSTALLER INTERIOR � 1/4" MAX 39, FRAME INSERT REO'D aammffl 1900 SW 44TH AVE. AT ALL FRAME ANCHOR LOCATIONS OCALA, FLORIDA U474 WWW.CWS.CC 8800 PVC SLIDING GLASS SEE LAYOUT DOOR - IMPACT ON SHT 8 MIN EDGE DIET m m ] ❑p B�L� ��UQ SEE TABLE 1 SHT 10 PERIMETER SEALANT U.O COMPLIANT WITH AAMA 8j MIN. EMBEDMENT BY INSTALLER INSIDE ANUT m SEE TABLE 1, SHT 10 U Z SUBSTRATE BY OTHERS MIN EMBEDMENT CL O SEE TABLE 1, SHT 10 SEE TABLE 1 SHT 10 N a 39, FRAME INSERT 0 K SEE LAYOUT ON SHT 8 REO'D AT ALL FRAME 0J U F HORIZONTAL SECTION Q y ANCHOR LOCATIONS 10 3 TRACK JAMB ANCHORAGE G] w D VERTICAL SECTION �{I 1l4" MAX a � 10 3 TRACK SILL ANCHORAGE INTERIOR I O Z 4 TRACK HEAD ANCHORAGE 39, FRAME INSERT 39, FRAME INSERT REO'D SEE LAYOUT REO'D AT ALL FRAME AT ALL FRAME ANCHOR ��,,�VIORE W ON SHT 9 ANCHOR LOCATIONS LOCATIONS �� pS.y�G MIN. EMBEDMENT J.' No 58201 '�1f SEE TABLE 1, SHT 10 J '%P STATE OF . w3 SEE LAYOUT '�O"p•.,R p : ON SHT 8 ��6;0'•; O R 10.•��j�� 1" MAX. SHIM INTERIOR SEALANT BETWEEN SILL RISER AND FRAME BY INSTALLER MIN. EMBEDMENT SEE TABLE 1, SHT 10 -� SEE LAYOUT 39. FRAME INSERT ON BHT 8 REO'D AT ALL FRAME ANCHOR LOCATIONS E VERTICAL SECTION 10 4 TRACK SILL ANCHORAGE z� 11212016 LUCAS A. TURNER, P.E. FL PE # 58201 MIN EDGE DIST 1239 JABARA AVE. SEE TABLE 1 SHT 10 NORTH PORT, FL 34288 . • • • • • • • • • • • PH. 941-380-1574 • • • • • • • • •SHEET DESCRIPTION: • •• • • • • ••• • • • • • • • INSTALLATION DETAILS • • • • • AERIMPTER 3 & 4 TRACK COMPLIANT WITH AAMA 800 BY INSTALLER INSIDE AND OUT DRAWN BY: DATE: • MIN EMBEDMENT BLZ 05/16/16. • • • • 0 0 • • • • B�B5TRATE• Sf TABLE 1 •SHT 10• SEE TABLE i SHT 10 DVYG is .. • • • • • • • iG"N HORIZONTAL SECTION CWS-1151 1 • • • • • • 0 ••• • •. 4 TRACK JAMB ANCHORAGE SHEET rEj••.• 3 11 OF 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • BCIS Home I Log In I User Registration ' Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us I BCIS Site Map Links Search f Product Approval USER: Public User xyvi Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14850-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived m Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 ; • . • : • (352) 368-6922 Ext 291 • • ' "":' jlathrop@cws.cc • • • • • • •••••• • •••••• • Authorized Signature Kevin Pine • • • • • kpine@cws.cc �•"•� ;'. '. ' • •••• • •• ••••• •••••• •••• ••••• Technical Representative ]ay Lathrop • • •• •• • • •••• •••••• Address/Phone/Email 1900 SW 44th Ave • • • • • • • •' Ocala, FL 34474 • • • • (352) 368-6922 Ext 291 ' ' : • • • : • • • • • • • jlathrop@cws.cc �' ' :.. •.: Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 7 Validation Checklist - Hardcopy Received Certificate of Independence FL14850 RCQ_ valR port641C.p.0f Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending"FBC Approval " - --`-� 10/02/2017 D 1 to Approved 12/12/2017 r Summary of Products FL # Model, Number or Name Description 14850.1 FD-8750, Impact. -8750 French Door, SD-8700 Swing Door, SLT-8710 S elite, Impact. Limits of Use In tallation Instructions • • Approved for use in HVHZ: Yes F 14 0 R3 II CWS-641C.•••••• •••••• Rdf• • Approved for use outside HVHZ: Yes • V rifled By: Lucas Turners§jC1 ; • . • Impact Resistant: Yes Bated by Independent Third Party: Yea • • • • • • • •,;. Design Pressure: +70/-70 E aluation Reports • • • : • • • • Other: Large Missile French Door w/ Sidelights, Max. French L14 3 _RAE_EvaIRel28 tC41C (2df • : • • • • Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', Created by Independent Th***%rty: Yel • •• • • • • DP +/- 70 psf. Glass complies to ASTM E1300-04. • . • . • • • • • • • • Next •••••• •••• •••••• • • • • • illahassee FL 32399 Phone: 850-487-JW4 • • • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement ::'tefund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), 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 berg_. Product Approval Accepts- ORE eLA�rk Credit Card Safe URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 641C August 28, 2017 Product Description:` Series SD-87K, FD-8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-641C, signed and sealed by Lucas A. Turner, P.E. 90:...:. 3) Test Reports NCTL-210-3761-1, 4A, -113, -1C, -2, and -2A from National Certi$MYesting Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/t.&2• t940- •..• 2005, and ASTM E 1886/ 1996 2002/2005 000000 .... 4) Supplemental Calculations to support CWS-641C, signed and sealed by Lucas A.Twr, P.E.'.. • • ...... • Installation: Units must be installed according to approval document CWS-641C. : • ...•.• . • Limitations of Use: This product: • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641C • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641C shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. • Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. 414-0916.1 It • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1117.021 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. #17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the Oh 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. ,,N0anu1.jy�i 0' Pp10RE W • Lucas Turner .J= No 56201 �.�� 2017-08-30 17:06+20:00-; STATE OF zz 8/28/2017 Lucas A. Turner, P.E. FL PE #58201 SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 79" MAX. FRENCH DOOR WIDTH 363/16" MAX. SIDELITE WIDTH 37 5/8" MAX. 33 5/8" MAX. PANEL WIDTH PANEL WIDTH 26 5/8" 22 5/8" GLASS DLO GLASS DLO D '-- 97" -- - 97" MAX. MAX. UNIT UNIT E HEIGHT HEIGHT E C C D 95 3/16" MAX. X X FLUSH BOLT ON 94 5/8" I O 12 MAX. PANEL INACTIVE PANEL I PANEL HEIGHT HEIGHT B 84 3/16" 11 83 5/8" GLASS SEE GLASS DLO NOTE DLO I 40" MAX SINGLE I A DOOR WIDTH D C 11 37 5/8" MAX 12 FRENCH DOOR PANEL WIDTH SIDELITE 26 5/8" GLASS DLO A 81/2" NOTE: HINGE SPACINGS ARE 8-1/2" 97" j FROM ENDS AND 20" MAX. O.C. 20" FOR 81" TO 97" UNIT HEIGHT. UNIT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........ 1-3 GLAZING DETAILS....................................4 SECTION VIEWS ................ .................... 5-7 BOM............................................................8 EXTRUSIONS .............................................9 ANCHOR SCHEDULE & NOTES..............10 INSTALLATION DETAILS ....................11-12 95 MAXEL B II X I B PANEL GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSW ING w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) w/SIDELITE(S), SIDELITE NOT ATTACHED. 4. LOCK OPTIONS: UP TO 6'8": A. DOUBLE BORE w/rWO (2) INTERIOR FLUSH BOLTS. HANDLE SET (P 36" B. MORTISE LOCK w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET ® 34" C. MULTIPOINT (4 PT.) HANDLE SET @ 34" ABOVE 6'8": A. MULTIPOINT (5 PT.) HANDLE SET (P 34" 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 6. ANCHORAGE: THE 33 1)3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD-8700, FD-8750, SLT-8710. 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 84 3/16" °L 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO GLASS SEVERE WEATHER. DLO 13.•QUIhLIFIRDALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS •GjDP•2 BY PAMEXAND DELANY. 81/2" � • • •e • • • �141v1A&(. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR • • • • • • • • GNO1y-MULLED UNITS. SINGLE DOOR TYPE MAX. PANEL SIZE DESIGN PRFSSLIBE RATING-- •°IMP ET RATING SINGLE 37-5/8" x 95-3/16" ••• ' • • • '• +/*;0 PIF '.' '. ' LARUE AfSSILE IMPACT FRENCH SIDELITE 33-5/8" x 94-5/8" or • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LucasTurner 2017-09-22 13:18-04:00 QzLmmsffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT a z 3 < z 3: h Ow0 awp0o g zO3Z>om3m LL �wZl-3Ms Z zx�<¢wpo O OHO <=r¢ O OyHZdFya -zoozSUN r--LLmOOLLZ ¢ <QOw-FO- C OCR 0 0� w LL IrW wCDw E z�a Owmr cn O w�CC w=cc 0 cry a a ¢3a z::7-1 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS AIDE 1 09/08/11 CWS-641 C VALE: SHEET 1:35 1 OF 12 151 3/8" MAX. UNIT WIDTH 363/16" MAX SIDELITE WIDTH MAX. FRENCH DOOR WIDTH 33 5/8" 37 5/8" MAX. PANEL WIDTH PANEL WIDTH 97" MAX. UNIT HEGHT 94 5/8" 95 3116" SIDELITE Q X X O PANEL HEIGHT HEIGHT FLUSH 83 5/8" OONNLT 84 3/16' SIDELITE SEE INACTIVE DOOR NOTE 4 PANEL GLASS GGLA LOSS SHT 1 DLO F-22 5/8"--I F-26 5/8" -1 GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 1153/16" MAX. UNIT WIDTH 36 3/16" MAX. 79" SIDELITE WIDTH MAX. FRENCH DOOR WIDTH 33 5/8" MAX 37 5/8" MAX. PANEL WIDTH DOOR WIDTH 97" MAX. UNIT HEIGHT 94 5/8" I SIDELITE O X 95 3/16" HEIGHT PANEL HEIGHT FLUSH BOLT SIDELITE ON 84 3/16' GLASS SEE INACTIVE DOOR DLO NOTE 4 PANEL GLASS SHT 1 DLO F"22 5/8"-I 1- 26 5/8" GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE 763/16" MAX. UNIT WIDTH 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 97" MAX. UNIT HEGHT 94 5/8" SIDELITE O X HEIGHT •• ••• • •i,y' • • • • • •D • • i � • i • LA$S •INOTE4 •SEE •• ••• •• •DLO •SHT 1 • ••• • ••• ••• 22��" 265/8" • • • • • • • • • • • • • GLA96 DLO GLASS DLO • • •• • • • • ••SIN •• • GILE DOOR w/SIDELITE • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO Qmmmsffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700✓10/50 PVC SWING DOOR IMPACT a i 3 ¢z0 owo Qw0 xrzw 9Z OU ? y O E 3 m w f-w3z�-3Ms z z=i¢ccwUU O OHO ¢=F= U Utn!-z -r-ma z 0 0(6 Do- } Qwip00z cc �aO��z w I cocwiw rn O -jInF- aOO wF00 w=w� La a X C 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS IAWN BY: DATE: ADE 09/08/11 VG M: REV.: CWS-641 C 'ALE: SHEET 1:35 2OF12 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 81/2" NOTE: HINGE SPACINGS 1-7 FLUSH 81" ARE 8-1/2" FROM MAX. BOLT 21 5/16" ENDS AND 21-5/16" UNIT MAX. O.C. UP TO HEGHT 81" UNIT HEIGHT. 79 3/16" X PANEL HEIGHT 68 3/16" GLASS SEE E DLO 4 NOTSHT 1 8 1/2" SINGLE DOOR 79" MAX. FRENCH DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO i� FLUSH AAX. BOLT OLT iEIGHT 79 3/16" PANEL X X HEIGHT 68 SEE GLASSASS NOTE4 DLO SHT 1 FRENCH DOOR 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO WINDOW SYSTEMS LLL��/J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC 8A SWING DOOR UNI IMPACT HEGHT 78 5/8" F w ow0 az00' PANEL O HEIGHT 67 5/8" w 0 zOz m-fit aw>-0m3m GLASS DLO LL Z 1-w ZF3:22 zmm<ccwp0 O Oa)OLjaPcn¢a �Z O_ZUVjZ�U� z H-LLMOoLLZ SIDELITE ¢ m ¢ - H Z uj ¢¢ m O Lli cc co w a[ Zcnw�Oww a O w1-¢ w=�� a m ma 151 3/8" MAX UNIT WIDTH 1123/8" MAX. UNIT WIDTH — 363/16" MAX. 79" MAX. FRENCH DOOR WIDTH 363/16" MAX. SIDELITE WIDTH SIDELITE WIDTH 33 5/8" MAX. 37 5/8" MAX. 33 5/8" MAX. 37 5/8" MAX. PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 8 FLUSH 81 MAX. FLUSH MAX. BOLT UNIT BOLT UNT I HEGHT 79 3/16" HEIGHT 78 5/8" DOOR 78 5/8" SIDELITE O X X O PANEL SIDELITE O X O HEIGHT HEIGHT HEIGHT 67 5/8"LIJ 68 3/16" SIDELITE DOOR 67 5/8" GLASS SEE GLASS SIDELITE DLO NOTE 4 DLO SHT1 •• • • • •D�* • •• • • • • • •IF • • •• 0—m— • • 22 5/8" 26 5/8" • • • • w • • • • • • • • • • •22%* 26 5/6" GLASS DLO GLASS DLO GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES • • • • • • • • • • • • ;MGLE DOOR w/SIDELITES • • •• • • • • •• •• or• • • • ••• • • •• • • • •• •• •%•• • • • ••• • • 40" MAX. SINGLE DOOR WIDTH D DOOROR Z PANEL HEIGHT 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 68 3/16" DOOR GLASS DLO SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: ADE 09/08/11 DWG X: REV.: CWS-641 C SCALE: SHEET 1:35 3OF12 QUANEX IG SPACE GLASS TYPE A 1" OVERALL 3/16" TEMPERED 5/16" AIRSPACE 1/2" LAMINATED 3/16" ANNEALED lM DUPONT PVBINTERLAYER 3/16" ANNEALED -LEX 552 or JRFECT GLAZE "H" BITE QUANEX DURASEAL IG SPACER GLASS TYPES MAX. UNIT HEIGHT SIDELITE SINGLE FRENCH 81" A A A 97" B B B 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED 3/16" ANNEALED .484 SENTRY GLASS IONOPLAST INTERLAYER 3116" ANNEALED SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE "H" 3/4" GLASS BITE Qmmmsffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT a i 3 ¢z� F owo awoo o Lu zw§>—O¢3_m U. �w3z�3Mx z zxma¢woo O Oh0 ¢=FQ U Z-Cnz -,j)D. Z O :) — no- 1--LL2zoOwZ <QOwF�zC w p�cryLu 0W w Q. p w�0 a=¢i CL a ¢3a� �� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. • • • • • • • • • • 009 NORTH PORT, FL 34288 • • • .• • • • PH.941-380-1574 • _ • tl�: • • • •• • • • • • • SHEET DESCRIPTION: GLAZING DETAILS • • • *GLASS WYPE48* • • • • • • • DRAWN BY: DATE: • • • • • • • • • • • • • • ADE 09/08/11 • • • • • • • • ? • • DWO #: REV.: • •• ` ` • • •• •• CWS-641 C SETTING BLOCKS PER FBC 2411.3.3.1 TALE: SHEET 1:1 4 OF 12 ••• • • • • ••• • • •• •• • •• ••• • •• • • • • • ••• • • INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B-B ALTERNATE 1 MORTISE LOCK w/ FLUSH BOLT 32 • •• • • • • ••• • •• ••• •• • • • •• ITEMS NOT SHOWN FOR CLANTY: • • • • 090 • • • • • • 10-12, 13, 15-17, 22, 43, 48, 54t 5?58 • • • • • • • • ITEMS NOT USED IN VERSIONS OW�' • • • • • •• • • • • • •so I53, • 2-3, 8-9, 15-16, 25-28, 30-34, 3t-a , 43, 60, 62, 65-96, 72,76 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALTERNATE 2 MULTIPOINT LOCK Qg�mffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 870010/50 PVC SWING DOOR IMPACT z 3 az0 r OW0 a~wrpp w z0? m--t o f-w3zo3gx z zxmagwO0 O Oh0 ¢_�¢ 0 OOHZaPya 0 z-N ?I-Dfn z 00UVj �O- �ZLLMoOLLZ w ou 0mmowmw LOW O -jmI-- a 0 w�0 aOxwi a a ¢a� tttptnrhq P1yORE W No 58201 STATE OR c40R1Qr_��:� zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS SINGLE DOOR AIDE 09/08/11 JG #: REV.: CWS-641 C ALE: SHEET 1:2 5 OF 12 NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 INTERIOR SECTION VIEW C-C azlom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT a i 3 az3: I- 0w0 awoo Q Kw zmz>o¢�m IL r-w3zi--3mx z zxmamw00 O 01--0 ¢=FM U 0 zCLd- U OZuou uj DUB �aO1--�t=z w O�xcn0Lua)Lu E zoa 0-j0 O w ~ ¢ m = 2 cc cl) Lu a m a. lz;2-1 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 FRENCH DOOR ITEMS NOT SHOWI`4FOR*QL4 ARITY: • • • • • • • • •• • ADE 09/08/11 10-13, 15-17, 22, 26-2!!, 36-09, 43, 5* 5P • • DWG#: REV.: • • • • • • • • ITEMS NOT USED•IIE YEREQN 3Hr: }• • • 8-9, 15-16, 25, 40, 4A 45-46i 8, 52- 3• 8, 74, 76 • • CWS-641 C • • SCALE: SHEET 1:2.5 6 OF 12 ••• • • • • ••• • • • • • • • • •• •• • • • ••• • • 0 ••• • • • •• • • • •• • INTERIOR SECTION VIEW D-D ERI SECTION VIEW E-E SEALANT APPLIED TO — ADJOINING FACES • • 000 •BY41NSTALLE14 • • • • •• • • • • ••• • •• ••• •• • • • •• SEALANT APPLIED TO ADJOINING FACES BYINSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX. O.C. #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. SEE SHEETS 1 8 3 FOR HINGE SPACING. ITEMS NOT SHOWN FOR CLARITY: 10-11,16,22,28,43,57 • ••• • ••• ••• ••• ITEMS NOT USED IN VERSI(NV SHCWVN: • i • • • 1-3, 6-15, 17-18, 20-21, 23-211,02627,6E-39, 4T, 44494 •8.52, 54-9E,•58-6f,63-71, 74-76 • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • QMMEMSO 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT i 3 az3 r 0wo awo0 _o zvjzy0-3m LL f-W Zz -3Mx z z=ma¢wOO O OFO a=r= U Uc)�—zCL -fna _OZOOZO 0 �Z mar��O- ui zNcc a�O- � 0 wFF--Z W=¢U) a a =3a pN w No 58201 STATE OF zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS ATTACHED SIDELITE ADE 1 09/08/11 CWS-641 C :ALE: SHEET 12 70F12 PARTS LIST PARTS LIST WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA54 www. FLORIDA 34474 WW.CWS.CC ITEM PART # DESCRIPTION MATERIAL VENDOR ITEM PART # DESCRIPTION MATERIAL VENDOR 1 H-1833 MAIN FRAME HEAD ALUM KEYMARK 51 P-5131 GASKET, DOOR SILL, BACK FOAM HO PRODUCTS 2 H-1857 ASTRAGAL,INACTIVE FD PVC ALUM I KEYMARK 52 P-5134 SCREW, #10 X 13/4" FLAT SQUARE TYPE F 0 HINGE FASTENAL 3 H-1858 ASTRAGAL ACTIVE FD PVC ALUM KEYMARK 53 P-5151 GASKET, SIDELITE FOAM HO PRODUCTS 4 H-1860 REINFORCEMENT, VERT. ALUM KEYMARK P-5157 SCREW #10-24 x 1/2", FI Undercut PH, 18-BSS @ KEEPER FASTENAL 5 H-1861 REINFORCEMENT HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM 6 1 H-1878 IMAIN FRAME SILL ALUM KEYMARK 56 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 8700/10/50 PVC SWING DOOR IMPACT 7 H-1880 MAINFRAME JAMB ALUM KEYMARK 57 1 P-5174 ISCREW #8 X3/4" HEX WASHER HEAD, ® FRAME FASTENAL 8 H-1881 MAINFRAME SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 9 H-1900 MAINFRAME SIDELITE @ JAMB HEAD SILL ALUM KEYMARK 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 10 P-3039 SETTLING BLOCK 85 DUR 1/8X 1 X 2 RUBBER FRANKLOWE 60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 11 SIKAFLEX 552 or PURFECT GLAZE "HP SIKA - HEN<EL 61 S-18 COVER, JAMB, ANCHOR ALUM KEYMARK 12 P-3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 16 COVER, JAMBS, HEAD,SILL, SIDELITE ALUM KEYMARK � a Z IL o LL z O O p z > � w_ ¢ CL O a¢ i 3 a z 3 Lu w Lu o a z w ? O ? ¢ — — I_ a rn > O cc 3 m w 3 z F- 3 _ zz=2¢¢ O O b a m O ¢ O m� z 0- r m d z ] — z m g z O z � --0— F-LL�oOLLZ ¢ 3 O w — � O _ Q cc � > b — O C6 O o ¢ rn o w w w ? m Lu a Q O co ai w H O a xft } a 3 a m 63 817 DRIP CP ALUM KEYMARK 13 P-3511 SCREW #8 x 5/8" SQ PAN TEK @ TIEROD BRKT FASTENAL 64 S-1840 COV RA HEAD, ANCHOR ALUM KEYMARK 14 P-3587 SCREW #8 X 1" PH FLAT TEK @ ASTRAGAL,INSERT LOCK FASTENAL 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK 15 P-3767 SCREW #10 X 1" HEX HEAD TEK @ SIDELITE FASTENAL S-1859 COVER, ASTRAGAL FD ALUM KEYMARK 16 P-4146 SCREW #8 X 3/4 PHIL FLAT SS TEK @ SIDELITE SHIM FASTENAL 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK 17 P-4278 FUZZY PAD .200" x 1.250" W/ADHESIVE ULTRAFAB 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK 18 P-4522 #10 x 1 1/4" PH FLAT SMS - HINGE 0 PANEL FASTENAL 69 S-1915 BASE, SWEEP ALUM KEYMARK 19 P-4774 WSTP BULB/LEAFS, PANEL AMESBURY 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 20 P-4790 FLUSH BOLT ASS TOPBTM SULLIVAN 71 S3083 PANEL TOPBTM RAIL SIDES -DOOR PVC MIKRON 21 P-4794 SCREW #8 x 5/8" SQFLAT TEK @ INSERT ATTACH FASTENAL 72 S-6083 PANEL, TOPBTM RAIL, SIDES - SIDELITE PVC MIKRON 22 P-4802 ALL THREADED ROD E ROD McMASTER 73 S-6084 GLAZING BEAD (1") PVC MIKRON 23 P-4807 HINGE GUIDE HOPPE 74 H-1888 REINFORCEMENT, VERT, SINGLE DOOR ALUM KEYMARK 24 P-0808/P4B09 HINGE SET HOPPE 75 GLASS SEE SHEET 4 25 P-4814 WSTP .50X.750 FOLDED BULB SEAL, 0 SIDELITE AMESBURY 76 H-1862 REINFORCEMENT, VERT. ALUM KEYMARK 0 E .JVPy,�NG sF�G�2F•4 : � No 58201 •.9 9 =. STATE of .�1u !�Op•,,A' 'Ne/ONAGE ��,,, Z� 9/22/2017 26 P-48M LOCK STRIKE PLATE PADDOCK 77 P 4887 MORTISE LOCK PADDOCK STRIKE PADDOCK HEAD SILL ALL FRAMES ARE MECHANICALLY FASTENED 4041 000 • • • • • • • • • • • • • • • • • • • i • • • • • • • • • • • • • • ••• •• •• • • • •• • • i • • • • • • • i • • i • • • • • • • • • • • ALTEfi ATEE�ROVELt LbCKy�eTS: • PAMEX RADE 2 LOCKSET ANDDEADBOLT 28 P-4864 GUIDE NYLON 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 30 P-4885 SHOOT BOLT TOP PADDOCK 31 P-4886 SHOOT BOLT BOTTOM PADDOCK 32 P-4851 LOCKBAR INACTIVE, 8 FT PADDOCK 32 P-4901 LOCKBAR MULTI -POINT PT 68FT PADDOCK 32 P-4902 LOCKBAR INACTIVE 68 FT PADDOCK 33 P-4903 HANDLE SET ACTIVE PADDOCK 34 P-4905 HANDLE SET INACTIVE PADDOCK 35 P-4913 WSTP .50X.50 FOLDED BULB SEAL @ DOOR SCHELGEL 36 P-4917 CAP ASTRAGAL, OUTSIDE NYLON M&M 37 P-4918 GUIDE FLUSH BOLT INACTIVE PNL M&M 38 1 P-4922 COVER INTERIOR FLUSH BOLT NYLON I M&M LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 39 P-4925 CAP ASTRAGAL INSIDE NYLON M&M 40 P-4926 SHIM, SIDELITE DOOR SHIPPING BLOCK NYLON M&M 41 P-4927 GUIDE FLUSH BOLT NYLON M&M 42 P-4930 SCREW #10 X 1-1/4" HEX HEAD TEK 0 SIDELITE ATTACH FASTENAL 43 P-4933 NUT 3/8"-16 FLANGED W/ SERRATED LIP SS @ PANEL McMASTER SHEET DES RIPTIGN: BOM 44 P-4934 SCREW #12-24 X 1/2" PH FLAT, MS 0 HINGE FASTENAL 45 P-4936 DOORKNOB, ACTIVE PANEL DELANY 46 P-4937 DEADBOLT ACTIVE PANEL DELANY 47 P-4969 SCREW #10 X 2" REIN. ATTACH FASTENAL DRAWN ADE DATE: 09/08/11 48 P-4997 STRIKE DEADBOLT PADDOCK • 49 P-5127 SCREW #12 X 2", PH PAN SMS, ANCHOR FASTENAL • DWG x: CWS 641 REV.: C 50 P-5130 GASKET DOORSILL, FRONT FOAM HO PRODUCTS �A�E' 1:1 SHEET 8OF12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j�-4 9/16" 1 1 7/16" U- inu 1 /16" DOOR HEAD-1833 rw n DOOR SILL-1878 jam---- 4 9/16" 7 1 9/16" u= 1 /16" 2 DOOR JAMB-1880 SIDELITE-1881 4 9/16" ----�{ 9 2 1 /16" L Lj�= 1/16„ SIDELITE-1900 NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 5 PVC DOOR PANEL - 6083 4 F� 1 1 /2" 5 4c 215/16" L- REINFORCEMENT - 18 r 1 1 /2" 4 2 15/16" 1 /16" REINFORCEMENT-1860 �3„� lt�==y 2„6„ ASTRAGAL COVER-1859 REINFORCEMENT -1857 REINFORCEMENT - 1858 j� 1 1 /2" -1 6 2 15/16"11 1/16" L � I — REINFORCEMENT -1862 65 • 4/8"• • • • • • • •IAF4ERT,'I`JACTIVC PV -t84% • • • • 2 7/16" —1 59 5/8 1 3/16" �-1 /16" 9/ 64 LLL 1/16" THRESHOLD - 1783 HEAD COVER - 1840 5/8" 1�-21/4"1 1 /4" rI 61 360 T 1 /16" FILLER - 1784 FRAME COVER - 1806 5ff6" 2 3/8" 113 3/4" 6 PVC GLAZING BEAD - 6084 SIDELITE COVER - 1816 1 1/8" 1 15/16" 63 5/8" 3/4" �_ 69 DRIP CAP - 1817 BASE SWEEP - 1915 3/4" 68 1 /16" 13/16" 13/16"4-:1@/16. + -L— INSERT, BACK - 1865 DRIP COVER - 1916 • • • • 9/16" —}� • • • I I • • •• �p 11/16" ��,J{��— L— • • • • • • INSERT, FRONT - 1864 s • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Qmmmsffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT z 3 az3 z WWO <tzw Lu 0 Z0Z}0m�0� u- Pw3z� 3�x z zxm¢xw00 O Of-O <mF-Q U Uy_HZdF-tnp- z O �--50- F-U-mo-zoozU-z cc O0}530� w LLJ LLmw�OJCnF- Ir z — a a0 0 p w3x¢>�¢wa 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EXTRUSIONS AIDE I 09/08/11 CWS-641 C '"LE: SHEET 12 9OF12 ANCHOR Q MII 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) ANUMUN U MII 6" MAX. (TYP.) AL 6" MAX. (TYP.) R•1i2V 17" MAX TALLATION O.C. (TYP) ,HOR (TYP.) SIDELITE DOOR SIDELITE ANCHOR LAYOUT - (FLANGE) SIDELITE DOOR DOOR SIDELITE ANCHOR LAYOUT - (FLANGE) " CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. TAL SEE NOTE 2 INSTALLATION ANCHOR (TYP.) 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 11. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSdRUGT4QNS•ANP ANQHOReS F64AL6410T BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 11. • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/t6lU OAF•NICGE: EaBE:)4A jSHA16 BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD B418146 BEaY/EEIiTHE•PRODYOT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL. • ••• • ••• ••• ••• 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY TH AFF:;HIT CT OR GQQ��EEFj CF RECO ) ANDMNSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 11. QNCRE E Anjp IWASpN% SUBSTRA ES M4 NOT BE CRACKED. • • •• • • • • •• •• 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY eTHERS FOLLOWING THE CURREN10VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT a z 3 az5 aw0 awpp0 o zw Z O z> 0 m 3 m LL Pw3zt-3mx z zxiamw00 Z Q 0Z � 0 Q �aO~U~zC cc ccLL I0¢�0w(nW wC0w QJ(Ar a 0 w�0 a0xm> CC � 0- ¢�a� zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES AIDE 1 09/08/11 CWS-641 C 'ALE: SHEET 1:8 1ODF 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 / A VERTICAL SECTION 11 TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDI SEE TABLE 1 � 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1 MIN. EMBEDI SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCHOR — SEE TABLE 1 TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4" 2-1/2" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 1/4" ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1 3/8" 7/8" 16 GAUGE (0.060") MIN. #12-14 HILTI KWIK-FLEX OR ITW FULL THREAD 1�• • • STEEL STUD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" • 1/8" ALUM. (6063-T5 MIN.) OR #12 GRADE 5 SELF -TAPPING / FULL THREAD 1 • 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3/16" ELOO ULTRACON 1-3/4" 2-1/2" HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED 3/16" ELCO ULTRACON 1-1/4" 2-1/2" CMU (ASTM C-90) HINGE ANCHORS INTO 2XMIN. SOUTHERN #10 WOOD SCREW 1-3/8" • 07/8" • PINE (G=0.55) • • • HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. #10-16 HILTI KWIK-FLEX OR rrW FULL THREAD • 01/2„ • • STEEL STUD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.OW' • • HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2" HINGE ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT WINDOW SYSTEMS L�J SEE TABLE 1 1900 SW 44TH AVE. — FLORIDA 34474 / WWW. WWW.CWS.CC MIN. EDGE DIST. SEE TABLE 1 8700/10/50 PVC ' SWING DOOR IMPACT a p z 3 <Z3 owo ¢woo Zw ZvoiZr0m3m o IL z Pw3ZF-3mx zmm<mwpp O OI-O axr-X U z HINGE MIN. EDGE DIST. o Z- U) Z F� U) SEE TABLE I ¢ -zocnzop- r-ow-mOZ > ¢3pw-x- HINGE MIN. EMBEDMENT w O o Q ai o w v) w LL SEE TABLE I ¢� z i a = 0 p a wt-O axQ> Ir w¢ 3 Lu / B l HORIZONTAL SECTION F a d 11 TYPICAL JAMB / HINGE ANCHORAGE 213/16„ - ANCHORS THRU HINGE (TYP.) 215/16 MAX. SEE NOTE • • 1 NEElRjCIIlGS ARE: • • 0-1 R" • FRIOM ENDS • • 21'5/16• MAX. M. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81"UNIT HEIGHT. • ••• ••• ••• • • • • % % • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 0 0 TYP.) HINGE LAYOUT 1:30 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 iEET DESCRIPTION: INSTALLATION DETAILS DOOR SAWN BY: DATE: ADE 09/08/11 WO #: REV.: CWS-641 C ;ALE: SHEET 1:2 113F 12 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. ool SEE TABLE 1, SHT 11 SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT L 1/4" MAX. SHIM INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1, SHT 11 BY INSTALLER. PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1. SHT 11 C VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCHOR SEE TABLE 1, SHT 11 1/4" MAX. SHIM U(Y QMEMSM MIN. EMBEDMENT SEE TABLE 1, SHT 11 1900 SW 44TH AVE. — FLORIDA 34474 / WWW. WWW. CWS.CC MIN. EDGE D / E TABLE S1, SHT 11 8700/10/50 PVC SWING DOOR IMPACT PERIMETER SEALANT BY INSTALLER — INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 / u � HORIZONTAL SECTION 12 TYPICAL JAMB ANCHORAGE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a - 3 az3 r 0w0 wwoo 9 zwz0m3m LL F-w3�-zl--3g= z zxM¢Crwp0 O OHO ¢=FQ U Urn�-ZLLHmIL 00=1 �U� �-LLm00LLZ Z !r Z�w�OJQ - a O wH¢ w=¢co CL d =�a z� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: INSTALLATION DETAILS SIDELITE RAWN BY: DATE: AIDE 09/08/11 WG #: REV.: CWS-641 C CALE: SHEET 1:2 12DF 12 BCIS Home I Log In I User Registration I Hot Topics j Submit Surcharge ( Stats & Facts 1 Publications Contact Us I BCIS Site Map Links I Search I a lli Product Approval ro USER: Public User ,=— w" P Product ADUroval Menu > Product or Aoolication Search > ADolication List > Application Detail • FL * FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine • • • : • • • kpine@cws.cc ...... �'•"• ....:• • Technical Representative lay Lathrop • • • • " ' ' ' Address/Phone/Email 1900 SW 44th Ave "" ' •' �: • • Ocala, FL 34474 • • • • • • • • • • (352)368-6922 Ext291 •••••• •0•••• •••••• jlathrop@cws.cc ,,.... • •• • • • • •••••• Quality Assurance Representative Arturo Monteverde • • ' ; •...: Address/Phone/Email 1900 SW 44th Ave " '0 " ' Ocala, FL 34474 •' • (352) 368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 7 Validation Checklist - Hardcopy Received Certificate of Independence FL16177 92—COI EvalReoort812C.12df Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method — Method 1 Option D Date Submitted ` 09/28/2017 y-- Date Validated �09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12%2017 1 \ Summary of Products \ Single Hung Impact Resistant window. Instructions II CWS-812C.pd Lucas A. Turner 58201 ndependent Third Party: Yes teports :0 0 0 % -AE_EvalReport814RC.Ddf • • • • • • • ndependent Ypifd Party: Yes • • • • •••••• •••••• • •••••• •••• • •• ••••• •••••• •••• ••••• • Phone: 850-487-1824_ • • • statement ;: Accessibility Stateme : RefAndstaterntift• • • • !d In response to) putJit gecords request, do not send ebestsosis mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please coquet 856.487.1395* iPusuant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with all emAll aedress if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you adnolwish 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, FS., please click here . Product Approval Accepts: I— fWJ ® - Credit Card Safe 1 ; f pA+ jw-41.1 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description:, Series 8100 PVC Single Hung; Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 40' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6 h Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. • • • • 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TA§;.0 j /202/f659 • • 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101& 5g(,�440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A.T.Wner, P.E. . Installation: Units must be installed according to approval document CWS-812C. ... • Limitations of Use: This product: • • • • • • • • May be used in O/X configuration in sizes and with max. glass DLO heights as%howrf in CAS•.:. 812C ' • Is impact resistant and does not require the use of shutters • * 0 • • • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) - Air - 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6'' Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas -� No 58201 ��' Turner 2017-08-30 �. STATE OF : +�►: 16:11 +20:00 '�.,0;%N4 o n k p;:oN�� 8/29/2017 .,♦SS��N,, �'�� Lucas A. Turner P.E. FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT MAX. OVERALL I FLANGE HEIGHT B I 61 3/4' I MAX. UNIT HEIGHT I 30 3/16" I MAX. SASH HEIGHT :1 I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M........................4 ANCHOR SCHEDULE & NOTES INSTALLATION DETAILS....................6 531/8" MAX. OVERALL FLANGE WIDTH —51 7/8" MAX. UNIT WIDTH — 47 11/16" GLASS DLO A A — 451/16' — GLASS DLO 48 3/8" MAX. SASH WIDTH B 2613/16" GLASS 26 7/8" GLASS DLO GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1 300-0001 /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. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• MAX. UNIT SIZE DESIGN P RE• • • • • • • • I MPA0T RATING RgT`I SIG • 00 so •LA 51-7/8" x 61-3/4" +/- 7dPSr GE MISSILE IMPACT • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LucasTurne r 2017-09-22 13:36-04:00 Q9izmvmsffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC ' 8160 PVC) SINGLE HUNG IMPACT a z 3 <z3 H owo ¢woo gw o zOzr0¢3m LL �w3z~3:Mx z zxm¢¢woo O OF O ¢=r¢ U Uy�ZdPyd a —zoozo o F--LL2OoLLZ Z 00E-LU o� F Z�w�OWt�w _nF- a cc 0 o =~¢ w3wU) a F- a cca �Z 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS BAT 1 06/18/12 CWS-812 C 'ALE: SHEET 1:15 1 OF 6 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED -OUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 BITE FIXED LITE -7/8" OVERALL INSULATED GLASS -1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED -OUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE vw zm 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT ? 3 ¢z� r- ow0 Qw00 o �w�rOx�m ILL 1¢-w3zt3mx z zm2<xw00 O OHO r U a=¢ U O-c/) -Z DD.. a -zoozo 0 I--w�OLLZ > ¢3,Ow =O- is Z W O�Qu)0wOW - z`f)a O-j�� en O w�¢ wOc� (L a CC (L SASH LITE 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: DATE: i i i i i •• i i BAT 06/18/12 • • • • • • • • • • •• • DWO#: REV.: • • •• • • • • • • • • • • CWS-812 C SETTING BLOCKS PER FBC 2411.3.3- SCALE: SHEET 1:1 20F6 ••• • • • • • •• • • • • •• • • ••• • • • • • • • • •• •• INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Qg�mm4sm 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT z 3 az0 w z o z QWoo C z W o �w3z�3gx z zxMaxwp0 O OF- O axr¢ U UUF- zCLF-Ua z O -moo- OUP > ¢3owoOxoz Q macr cc >~U~zfA Frzg)wUO-1mf- a CC =~x0 W3w� a 0- x d 1-t� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS BAT 1 06/18/12 CWS-812 C :ALE: SHEET 1:2 30F6 21 x. x or x LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 0 �II41 e15116" PVC FRAME FLANGE-6031 7/8" 9/16" 3 1/16" REINF., IMPACT HOOK- 1112 PVC SASH BTM. RAIL-6028 1 3n 6" F 12 IE, 1 /16" PVC SASH SIDE RAIL - 6004 1 sns" o 7/8" 18 L 1/16" 1/16„ PVC SASH STOP - 6025 3/4" 3/16" 13 -F 1/16„ REINF. S.B.R./S.S.R. - 1498 PVC SCREEN CATCH - 6013 3/4" 3 15/16" 1/16" L REINF. BTM RAIL-1699 0 3/16" .01 • • • • 15/16" • • • • • • • • • �•�• 6 7t8" 1ns" 1 ei ' jTTY'i • • • IMPACT HOOK • • • • • • • • S-1577 • • • • • s • • • • • •• • • • • •• •• • • • • • • • • • • ••• • 0 • • ••• • 7—I�-2 3/18" 8 1 5/8" 1n6" PVC SASH TOP RAIL-6027 1 12" 1 2 1/8" 1/16" FIXED RAIL -1836 9n 6" , sns11 I 1,15" PVC FIXED RAIL COVER - 6063 5/8" 9 1/16" REINF. TOP RAIL-1497 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 3 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 �4— " �{5/18" T 1stv16" PVC SCREEN SUPPORT - 6014 r 7/8" i- PVC GLAZING BEAD-6064 1/2' 3/16" fF3",i r-p o SCREW SUPPORT-3113 Qmmmsffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z 3 ¢z3 ow0 ¢woo azOO¢�0i>3m LL wz1,-3�= z z=ma¢wp0 O OHO ¢=F= U UU_F-ZdF-Ud z O �co -� U-�U� 1,— po w Z m¢FyO��O— IJ 00¢0)Owfnw _~cc w3wm a a cca. �tlf.onrN PNOREW .•" No 58201 ^O STATE OF r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS BAT 1 06/18/12 CWS-812 C ;ALE: SHEET 1:2 40F6 6" M 6" M 4" (TYF 4" (fYF ANCHOR LAYOUT - (FLANGE) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, NO ANCHORS REQUIRED IN SILL. Qmmms"M 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC SEE NOTE 2 8100 PVC SINGLE HUNG INSTALLATION IMPACT ANCHOR (TYP.) ¢ Z 3: ¢ Z � F- pw0 QrWr 000' w ZOZ MCZF- o Fo F-w3ZI-33= -MTO RAIL Z Z=2¢mwOO O OF-O ¢_gym U UcoZaF-cna Z 001—Zno— > ¢3pw =O_ �¢ ~U~Z(4 00�>>30ILL cc � Q Zfnw�O -iCnCL F- a Q =~¢ w3ww a I- a ¢ a 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRI &lbNt�4D4N�HC.i%-pH4_L *&IOTiBE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. ESSING OR STUCCO. FOR //��I•y�11 PF,• • • •� • •C•• • 6 NSTAANCHOLLATIONS TO SOLID CONCRETE OR GROUTR EMBEDMENT TO SUBSTRATE SHALL BE FELLOED CMU MAND WALL Y INCLUDE BUT DO NOT REQUIRE 1X WODD BUOCK3yBE�jENu HIE PRODUCTAND THE SDUBSOTRATE. OD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASOPVY, 1; g13R W004ANDaPvyiS>•AL. • e • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCMITE(:; OR ENGINEER OF RE ORF;AND I'�e•�JTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CO�nETE:1 1) I�ASVNIY $JBSTxTES•WY N" BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) Az 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 ANCHOR SCHEDULE AND NOTES BAT 1 06/18/12 CWS-812 C :ALE: SHEET 1:15 5 OF 6 • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDME PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INSIDE AND OUT SEALANT BEHIND C� FLANGE BY INSTALLERIF 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 CONTINUOUS DOUBLE 3116" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER Iff/ PERIMETER SEALANT MIN. EMBEDI BY INSTALLER 11ASEE TABLE 1 INSIDE AND OUT I SUBSTRATE BY OTHERS F / / / I / / / I SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-118" • • HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" • CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON GROUT -FILLED CMU (ASTM C-90) 3/16"' ELCO ULTRACON 1-1/4" 2-1/2• • 2XMIN. SOUTHERN PINE (G=0.55) 3/16" IIW TAPCON OR ELCO ULTRACON 1 3/8„ 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/9' • 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10.16 HILTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THIRD 0.060.1 • 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" 7/1�" MIN. EMBEDMENT SEE TABLE 1 1/4" MAX.SHIM— INSTALLATION ANCHOR SEE TABLE 1 -SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST SEE TABLE 1 rPERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE •• • • • P RI ERgALANT--�— �.■� IS IN A EFi • • 1 10 Af l OUT • • • • • • 000 • C HORIZONTAL SECTION • • • • • • • • 6 BOX FRAME INSTALLATION ,00 • • • • • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, • • 01 TO AfM9NClLQ19ING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • • • - MiN. 1 /it" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED • • • • • • INSIDEOAND ILK, FULL PERIMETER, BY INSTALLER. - PRODCCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Qmmmsffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q Z ¢ Z H OLUO QFwFO0, z ZO? <F-_w Ct ¢ln3 U.H w Z H3: m 2 Z Zmm<MWOO 0 OHO a=�¢ 0 0cn�ZdPcaa- z 000--�_ZQWZO0— cr } 0o�y530g W LL cc co 0wcow !nW O_jtnF a n- wH0 aOx�co } a a CC a. a `�a�``,.•��FlysF ..yam. � : No 58201 t -0 =ro a? Z90 .• STATE OF r�'.c��S . 4 O R 1 O. O\m. �`ONA 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS BAT 06/18/12 VG #: REV.: CWS-812 C 'ALE: SHEET 1:2 6 OF 6