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Home My WebLink AboutPRODUCT APPROVAL SINGLE HUNG WINDOWS1/4/2018 Florida Building Code Online NT OP OR Y�iIPA��p Bu.{� 'n less i 1 1 • 1 . / INC iiii11i 7 " BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stars & Facts Publications FBC Staff I BCIS Site Map I Links I Search I FloIda R! Product Approval pry USER: Public User &ukcs aTTaaa ��e„��j i� Product Aooroval Menu > Product or Aoolication Search > Aoolicatlon Lis t > Application Detail • FL # FL5823-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc I Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Windows i Subcategory Single Hung f Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ❑✓ Validation Checklist - Hardcopy Received i Certificate of Independence FL5823 R8 COI Eva1Renort155D.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994. hftps:/ PoNdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4!HLrSiEW2m3mv6FSF7061cmWE%3d 1/3 J '� 1/4/2018 i Equivalence of Produc., ;idards Certified By Florida Building Code Online 1 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/02/2017 12/12/2017 FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R8 II CWS-15512.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile, see installation dwgs, for Max. size and FL5823 R8 AE EvaIReDOrt155D.Ddf DP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party: Yes 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 5823.2 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R8 II CWS-440C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. FL5823 R8 AE EvalReport440C,p_df must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. 5823.3 SH-8100 Cont. Hd. & Sill SH-8100 Cont. Hd. & Sill (double SIngle Hung), Impact, 74 1/8" x 72". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R8 II CWS-491C.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8" x FL5823 R8 AE EvakeDOrt491C.Ddf 72". Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party: Yes 30 ft. in HVHZ. Glass complies to ASTM E1300-04. 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R8 II CWS-295E.PDF Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 70 psf. FL5823 R8 AE Eva[Peoort295E.gdf FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party: Yes used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Back ,-, 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalLs 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: 213 1 /4/2018 Florida Building Code Online �` • ® REM Cre'dit�Card: Safe _app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7O61cmWE%3d 3/3 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3 80-1574 FBPE C.O.A. #29779 Evaluation Report 155D August 28, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at up to +/-67.5 PSF, 36" x 62" unit size at up to +67.5/-75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5116 Laminated (l/8Ann-.090PVB-1/8Ann) inboard lite 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-155D, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3668-1, -IA, -2, -2A, 3669-1, 4A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 4) Supplemental Calcs. to support CWS-155D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-155D. Limitations of Use: This product: • May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heights as shown in CWS-155D • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30A in HVHZ) — Air — 5116 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-11117.02t • Requires Quanex (Milaon) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t 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. 0►.1q]It Iirrlll Lucas Turner ` �� No 58201 ., �� +� 8/28/2017 * * * Lucas A. Turner, P.E. 2017-08-30 .0 ; FL PE #58201 15:59+20:00 VA *; STATE OF 4U ,�'�'r' 1ON A1.'��; s 77 1N MAX. SINGLE HUNG - LARGE MISSILE IMPACT (SHOWN w/DIFFERENT OPTIONS) 54 3/8' OVERALL FLANGE WIDTH 53 1/8' MAX. UNIT WIDTH 48 15/16" GLASS DLO 37 1/4" OVERALL FLANGE WIDTH MAX UNIT WIDTH - 31 13116" — GLASS DLO A-4 O I GLASS 63IW-I- OVERALL 76" I DLO 1 I FLANGE MAX. I I HEIGHT O UNIT B HEIGHT 52° MAX UNIT HEIGHT I I T I I I I 37 5/16" SS H 6 GLASS 30 5/16' HEIGHT I X I D DLO MAX 6 SASH X HEIGHT ^ C �LJ? I ^ I 4LJ? I 6 46 3/8' 221! GLASS DLO GLASS DLO 49 u/16" MAX. SASH WIDTH 31 5/16' — MAX SASH WIDTH GENERAL NOTES: m*0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED V(ffYNI(4l WINDOW SYSTEMS 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) 8100 PVC 3. CONFIGURATIONS: °OlX`. SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT -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 p W O W w p0 p ASTM E-130D-04e01109. z W -.1W 0 z0z w_rKI, R Mn Z 0 IX 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED W � IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR Z z = ¢ of W 0 p DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD p 0 ~ O d Q = 1- D_ `� � z Z ANCHOR CALCULATIONS. z j M ZpZ ¢ z U 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LL 2 p O IL * p z 2Z LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL a m f- H F=- z 0 B OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO � p W DLO HURRICANE WINDS AND FLYING DEBRIS. K Z N a co 0p J U) Ix 0 co 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT O W F- 0 X USED AT FIXED MEETING RAIL AND JAMB. a LL w D- 8. SERIES / MODEL DESIGNATION SH-8100. w1gilluygi �� 10REW �♦i 9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: �A�y P:•CES,TG♦i Q ♦ X = OPERABLE SASH, O = FVED SASH ; JG� = F , GLASS 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �: No 58201 LOCATION.OL pro• ;xe �O 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. 9O ; STATE OF 4i` A'O 12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62". ♦♦♦'� 5 R 1. P LOCATION MAX. UNIT SIZE DESIGN PRESSURE TABLE OF CONTENTS RATING GENERAL NOTES & ELEVATIONS ..... 1 NQ 53-1 /8" X 76" GLAZING DETAILS...............................2 HVHZ +/- 67.5 PSF SECTION VIEWS & ALT. FRAME ........ 3 EXTRUSIONS & B.O.M.........................4 NO - HZ + - F ANCHOR SCHEDULE & NOTES .......... 5 36" X 62" INSTALLATION DETAILS.....................6 HVHZ 1 +67.5 / -75 PSF LucasTurne r 2017-09-22 11:38-04:00 IMPACT RATING LARGE MISSILE IMPACT xz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-38D-1574 IEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS LAWN BY: DATE: ADE 06/10/08 VG#: REV.: CWS-155 D ALE: SHEET 7/8' OVERALL INSULATED GLASS 1/8" ANNEALED 7116" AIRSPACE 5/16' LAMINATED GLASS 118" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE'H" OR SIKAFLEX 552 1/S BITE GLASS TYPE A FIXED LITE 718" OVERALL INSULATED GLASS 1/8' TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8. ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE'H' OR SIKAFLEX 552 0 1V8 1/2' GLASS BITE GLASS TYPE B FIXED LITE -718" OVERALL INSULATED GLASS -1/8" ANNEALED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED -QUANEXDURASEAL IG SPACER PURFECT GLAZE'H' OR SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A SASH LITE 7/8' OVERALL INSULATED GLASS 118" TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8' ANNEALED .090' PVB INTERLAYER BY DUPONT ANNEALED QUANEX DURASEAL IG SPACER 18 PURFECT GLAZE'H"OR SIKAFLEX552 • 38 0 GLASS TYPE B SASH LITE CW,Tlbm� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT Z ?: aZ0 oulow O W Z Q Z Q k Z W o ¢m3>.OX3:m U. �wzi�-3gx z z=m<wWpO ZU Uw�Va�via pzV2zoLLU- I--LL�OO mg-OFF=O- Z } Z 111 u- S2 w 0 .w-� co F- z- 0 w=Hw O w La X ( �� PpfDREW lG��i � : No 58201 t ZS y QS STATE OF F4 O R 'Q P �\C�`� /ONA ; z� 9/22/2017 LUCAS A. TURNER, P.E. 1/2' GLASS BITE FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: ADE 06/10/08 DWG#: REV.: SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D SCALE: SHEET SECTION VIEW A -A NO SWEEP LOCKS ALLOWED FOR UNITS 36" x 62" AND UNDER. ITEMS NOT SHOWN FOR CLARITY: 22, 27-28, 33-37, 43-45 INTERIOR ALTERNATE FIN FRAME INTERIOR SECTION VIEW B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION VD36'x62�". SWEEP LOCK FOR SIZES OV lbb�WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT z 3: ¢Z3� F ❑WO OWpO z WJo W Z O Z w- Z F u- F-W�'ZO��o2 Z Z=M<0_WOO 0v-zaa0fzza- nz—Z co OOU- �Z�OUZ OW-O_ W 0in :vio WtoW LLDW OJtgl- a 0 WPor W=i� as h a 0 WD_ zZ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: DATE: ADE 06/10/08 DWG#: REV.: CWS-155 D SCALE: SHEET 1 17 1 IBlock & Tackle Balance I STEEL I CALDW ELL 1 36 E SHEET E SHEET 1p 0.z7a x2-1/2 PI )xl1/2" x0.625" Quad Fh )act, Lock )act, Keeper x 314 FH PH w/#6 ALUMINUM L Bk. 85 Dur. 1/8" x5/8" x2" RUBBE x 5/8 Phil Pan Znc ZINC "e".....,e. I I DI ACT NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1 115116"�{ 2 3 �f8 1 5/8' Q 1/16• O 1/16' PVC FRAME FLANGE-6031 PVC SASH BTM. RAIL-6028 PVC FRAME FIN-6048 1 5/, 6• 7/ - v1s• PVC SASH STOP - 6025 3/4• 3/16" T 1116• REINF. S.B.RJS.S.R. -1498 1 3/16- 10 1 5/8" v1s• PVC SASH SIDE RAIL-6004 1/2' 11/8•1 s 1/t s• PVC SCREEN CATCH - 6013 3/4• rrvil15/116' REINF. BTM RAIL-1699 F�-2 3/16' 6 1M6° PVC SASH TOP RAIL-6027 IN 4 21 1/16" FD(ED RAIL -1836 FRAME CORNER ^� CONSTRUCTION cjyj/w/Jr) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC CORNER WELD 8100 PVC (ALL SIDES) SINGLE HUNG 1:8 IMPACT z �: < Z �: Z WWI] aW❑W ❑ Z8Z sm O LY�m Z zmm<XWOO O OHOVQ=Fw U UMF- I1F03a FIXED MEETING RAIL ❑Z Z — CO Z Z F❑ In SCREWED TOGETHER WITH Q O O V uj ❑ U— OUTERFRAME H Z LL2 0 O tL Z 1:8 <3:ow -=O— Zca w =O❑v}ioWmw 22 LLmW OJmF- o_ a0 WF=-= w=Xy . a a. w- aaaatauuhp�I, ��.• PNOREW 9/16' No 58201 ••�1f 5 5/16° 15 I :-0� 9 STATE OF , W /I16° Z 045' T 0,� 1/16° i�C`°'R-� OR �QP'��,� OMAI ENS?�� PVC FD(ED RAIL COVER - 6063 PVC SCREEN SUPPORT - 6014 ��r�nnttttttt 118' L� 7 1/16• REINK TOP RAIL-1497 r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. 7pr PVC GLAZING BEAD-6064 NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ' BOM AND EXTRUSIONS 41 DRAWN BY. ADE DATE: 06/10/08 DWG#: REV.: 1/2" 3/16"] r� SC SCREW 15• MAX. 6' MAX 1 6" MAX 14• MA) cm 4" 4" ANCHOR LAYOUT - (FLANGE) SIZES OVER 36" x 62" • MAX. (TY MAX (TY 8• MAX O.C. (TYP.) L MTG RAL ANCHOR LAYOUT - (FIN) SIZES OVER 36' x 62' ANCHOR "' ••,^"^••, ^"^ 6" MAX 6" MAX 1013111 MAX O (TYP.) 4" 4• MAX flAX. ANCHOR LAYOUT - (FLANGE) SIZES 36" x 62"AND UNDER 8" MA) (YF MTGI ANCHOR LAYOUT - (FIN) SIZES 36• x 62" AND UNDER 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 -- 3TRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ;10R TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(E)CTERIOR DOORS) a4,7lbmf WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT Z <Z�: F OWO awDo Z W.JO W ZOz wm- = O Qr7-}00=3m LL I-W3z�3gx Z z=2<xwoo O OF O ¢xFw U Um�UaHvon. OZuwzo - F--IL20u-Z a�Ow-mo- Z tL aa az=a x0�co � xcoO w3:w ,tipluUq�� ,`�♦�� Pg1ORE W T �i�i 58201 %:�� 13 STATE OF% � � •,R F . ( O R� O:\lam`♦ ;,SS+QNA- 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 06/10/08 CWS-155 I D SUBSTRATE BY OTHER SEE TABLE 1 PERIMETER SEALANT- BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER LATION SEE TABLE 1 SEALANT BEHIND - -FLANGE BY INSTALLER PERIMETER SEALANT- BYINSTALLER "INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. SEE TABLE 1 1/4" MAX. SHIM MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 INSTALLATION SEE TABLE 1 I�--�i MIN. EDGE DIST. SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS ANCHOR TYPE E (2.0 KSI MIN.) 3/16" ITW TAPCON MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM - -SUBSTRATE BY OTHERS SEE TABLE 1 MIN. DIST. SEE TABLE 1 PERIMETER SEALANT BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 1318" 718" OR ELCO ULTRACON FLANGE 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 13/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FLANGE (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF -TAPPING / FULL THREAD FLANGE 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.551 1#8 WOOD SCREW 1 1-112" 1 7/16" a9vaimim MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 r OCALA, FLORIDA 34474 1/4" MAX. SHIML j I/ / W W W.CWS.CC MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER %C1 HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 8100 PVC SINGLE HUNG IMPACT Z 3? QZ3:. F ❑ W O ¢ Wr 0p W W ZOQZ O'rzF- U- I—UJ3ZH3i�2 Z Z m m< w W o o U (0toto -zaFcaa �Z = : OZowzo � <U_220LLZ ¢�AF-OWF 7=O- } Z a O}uj0uj W u'co uj W W�O.W.1 wn _ z- a 0 =~= W=xy a r a �3r,a X� 7a 9/22/2017 ///NORTH LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER PORT, FL 34288 INSIDE AND OUT ` PH. 941-380-1574 %D \ HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: ADE 06/10/08 - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-155 D - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. scALE: SHEET