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Home My WebLink AboutPRODUCT APPROVAL SINGLE HUNGV Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics 1 Submit Fllida �� Product Approval USER: Public User GMr 3•Casl u sg�iG2�a . Product Aooroval Menu > Product or Aoolica[fon Search > Aoolicatioi •• v' •,, FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Page 1 of 2 SCANNED BY Lucie County :harge I Slats & Facts I Publications ( Contact Us • BCIS Site Map , Links Search pplication Detail FL17234-R4 Affirmation 2017 Approved l Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Kevin Pine . kpine@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 ekoss@cws.cc ]ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 l(352)368-6922 Ext291 jlathrop@cws.cc i Windows Single Hung Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE. ❑ Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 ASTM E1300 2004 i i CAI affirm that there are no changes in the new Florida Building II Code which affect my product(s) and my product(s) are in 1 compliance with the new Florida Building Code. I Documentation from approved Evaluation or Validation Entity 0Yes 0 No ON/A -Pile e o�y.I FL17234 R4 COC 6thEdFBC-FL17234.pdf https://www.floridabuilding.org/pr/P _app_dtl.aspx?paraIm=wGEVXQwtDgvOQpGQvtV... 8/27/2018 1 Florida Building Code Online • -r Product Approval Method Method 1 Option A + Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval + Date Approved 09/10/2017 Date Revised 08/22/2018 Summary of Products FL # Model, Number or Name Description 17234.1 SH-610 Vinyl/Single Hung SH-610 Vinyl Single Hung, Non -Impact, 53 1/8" x 76" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No / FL17234 R4 C CAC CAR 138-1305.Ddf Approved for use outside HVHZ: Yes FL17234 R4 C CAC CAR 138-1306.odf Impact Resistant: No FL17234 R4 C CAC CAR 138-1379.Ddf Design Pressure: +50/-51 Quality Assurance Contract Expiration Date Other: SH-610 Equal Split or O� el, Max, size 53 1/8" x 76", 08/15/2018 Fin, Flange, DP +50/-50 PSF. Glass complies with ASTM Installation Instructions E1300-04. FL17234 R4 II CWS-935C (SH-610. NI).pdf Verified By: Lucas A. Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17234 R4 AE EvalReD CWS-935C (SH-610. NI).Ddf 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. Insiead, 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 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 here . Product Approval Accepts: Rhtak M Credit Card Safe. 77 FL HE SINGLE HUNG - NON -IMPACT (SHOWN w/DIFFERENT OPTIONS) 54 WEI" FLANGE WIDTH 53 1/8" MAX UNIT WIDTH 49 I GLASSDLO - I 1/4" 4NGE IGHT B O I 76" I MAX UNIT HEIGHT G. w I r 37114 MAX I SASH II HEIGHT I A D A 4T GLASS DLO 49 15116" MAX SASH WIDTH EQUAL SPLIT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 DP CHARTS..........................................2 GLAZNG DETAILS...............................3 SECTION VIEWS..................................4 EXTRUSIONS & B.O.M............... :......... 5 ANCHOR SCHEDULE & NOTES .......... 6 INSTALLATION DETAIL.......................7 v4 FLANGE 177 HEIGHT B 34 5116' GLASS DLO 76- MAX UNIT HEIGHT B 7 C 7 D 7 30F 345/16' ---GLASS _-SNAS DLO-` - GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND QINDSOMEMS is MANUFACTURED TO COMPLY WITH THE FLORIDA ~ BUILDING CODE (FBC), CURRENT EDITION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 3) W W WCWS.CC 610 PVC _ 54318" 3. CONFIGURATIONS: "O/X'. FLANGE WIDTH 4 DESIGN E RATING (SEE SHEET STED SINGLE 531/8" DESIGN LOADS BASED ON, TESSURE -NEGATIVE PRESSURE HUNG MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NON -IMPACT — 491/16" -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. o n n w 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT a a m BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE o r o 0 SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION Y Y Y FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR g } CALCULATIONS. w w w m 1n 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT O ca z O 423/16" O PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 1 rn LL v w GLASS DLOLij 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT w c °C Ir w O ir � SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. a 0 8. SERIES / MODEL DESIGNATION SH-610. 0 w 51 w a pC w / 0 3 o w 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a z n o X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS-IN-A— SIMILAR LOCATION. v 273/18" GLASS DLO ll. EXTERNAL WEEP SLOT= 1/4 x 1-1/2" LOCATED 5" FROM ,DREW�fti�� .`` . G �. R '• `Ji ••'� BOTH ENDS. No 58201 Lucas A. Tumer t �+ 9 ;• STATE OF U •4u — 4-r 2016-02-23 09:29-05:00 . % o • = �'.o�•'�.........RtOP��`,�" GLASS DLO �� 49 15116" MAX SASH WIDTH ORIEL 2/23/2016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 - SHEET DESCRIPTION: MAX. UNIT EXTERNAL CONFIG. SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING EQUAL 37" x 76" NONE SEE COMPARATIVE NONE EQUAL 5 HI ORIEL 53-1/8" x 76" * 2011 ANALYSIS CHART, SHEET 2 ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL & SCREW -ON INTERLOCK, S-2001 - SEE SHEET 4 FOR DETAILS. GENERAL NOTES AND ELEVATIONS ADE 08/09/14 VG #: REV.: CWS-935 C ;ALE: SHEET 1:20 1 OF 7 Design Pressures (PSF) for Equal Split Configuration with Glass Types A, B, C, or D Unit - Unit Widths (in.) Heights (in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 51 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5 59 1/2 +50.0/-75.0 +50.005.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 1 +50.0/-55.5 +50.0/-53.0 71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4 76 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +sD-n/-5n-2 +sn.D/-Sn D +San/-san +Sn n/-San +San/-Sn n I +Sn n/-sn n I +Sn n/-Sn n Design Pressures (PSF) for Oriel Unit eights (in.) 23 1/2 27 1/2 29 1/2 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 51 1/2 +50.0/-69.0 1 +50.0/-68.4 _+50.0/_68:4 53--1/2--- +50..0%-64.4 +50.0/-63.4 +50.0/-63.4 55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 63 1/2 +50.0/-52 5 +50.0/-SO.4 +50.0/-50.0 65 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 67 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 71 1/2 +50.0/-52.5 +56.0/-50.4 +50.0/-50.0 74 3/4 +50.0/-52.5 . +50.0/-50.4 +50.0/-50.0 76 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. with Glass Types A, B, C, or Din the Sash, and Glass Types C or Din the Fixed Unit Widths (in.) 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50. +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50. +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50. +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0%75.0- -+50:0/=71:6- +50. +50.0/-75.0-_+50.0/-75:0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50. +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50. +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50, +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 I +50. -50.0 WINDOW SYSTEMS k_—Z 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 610 PVC SINGLE HUNG NON -IMPACT o n r \ o a o 0 w w m w w w w U z m 0 w W Q d Q 0 F rw a U Q z IL w U m ¢ Tr --- ORE4y��G��i No 58201 ' 9 �15 STATE OF y�c�`S;� .zz 2/23/2016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS DRAWN BY: DATE: ADE 08/09/14 DWG#: REV.: CWS-935 C SCALE: SHEET 1:1 20F7 D 7/8" OVERALL 1/8' ANNEALED 5/8" AIRSPACE 118" ANNEALED X 552 OR T GLAZE "H" 4SS BITE 7/8" OVERALL 1/8" TEMPERED 5/8" AIRSPACE 1/8" TEMPERED SIKAFLEX 552 OR LA"H" 46r5/8' GLASS BITE GLASS TYPE A GLASS TYPE B 7/8" OVERALL 3/16" ANNEALED 1/2" AIRSPACE 3/16" ANNEALED SIKAFLEX 552 OR 46 PURFECT GLAZE'H' 518" GLASS SITE GLASS TYPE C cwsbm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 www.CwS.CC 610 PVC SINGLE HUNG NON -IMPACT oaoo 7/8" OVERALL (A O z 3/16" TEMPERED °u° 0 e L 1/2" AIRSPACE °� N Z > W 3/16" TEMPERED w ¢ W cc 0 O F w pC SIKAFLEX 552 OR w a U RFECT GLAZE .H. o a 7-518" • a z � o ^ — GLASS BITE — %0DRE1Vr .•GP�?.��CENgF v : No 56201 9 STATE OF "��f1!lII11/i" GLASS TYPED y y� 2/23/2016 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: ADE 08/09/14 DWG#: REV.: CWS-935 C SCALE: SHEET 1:1 30F7 0 SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 38-41 INTERIOR a5 u 43- �7 3 I SECTION C-C ALTERNATE HD MEETING RAIL AND UNI-FRAME 4. INTERIOR WINDOW SYSTEMS LLB 190D SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 610 PVC SINGLE HUNG NON -IMPACT o a o 0 SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. I i Z �.•� RAIL NN BULB - CONS ASCEND 22 S-2007 IREINF. BOTTOM RAIL ALUM ASCEND 23 5-2008 REIN1:FMR ALUM ASCEND 24 5-2009 REINF TOP RAIL ALUM ASCEND 25 S-2011 REINF EXTERNAL ALUM ASCEND 26 P-5388 LOCKS NYLON LAWRENCE 27 P-5389 KEEPERS NYLON LAWRENCE 28 P-4779 WEEP COVER NYLON M&M 29 P-5397 FMR ENDCAP NYLON M&M 30 P-5400 COVER FMR REINF. PVC TEAM PLASTICS 31 HOTMELT SILICONE TRUSEAL 32 P-3305 WSTP..270 X 187 SOFTTOUCH FIN ULTRAFAB 33 P-5425 WSTP .200 X 5 8" X 5 8" DUST PLUG ULTRAFAB 34 P-5390 HOLE PLUG - -NYLON- 35 GLASS- SEESHEET2 _ .36 P-4638 #8X2-1 2PHILTRUSStek STEEL FASTENAL 37 P-3218 ISCREEN FRAME ALUM FLASCREEN 38 P-4754 ISCREEN CORNER KEY NYLON FLA SCREEN 39 P-3228 ISCREEN SPU NE DAPA 40 P-3029 ISCREEN LIFTS SUMMIT 41 P-3033 I SCREEN SPRI NGS FLA SCREEN 42 BALANCERS- CONSTANT FORCE RT 880 43 H-6157 I HD FIXED MEETING RAIL PVC VISION 44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION IH-ZS15 REINF HD FMR ALUM I KEYMARK 46 S-6216 UNI-FRAME SILL POCKET INSERT VVC I VKtnN 3 NOTE: ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED. 3 1/2— FRAME CORNER CONSTRUCTION 3 6' 37l8'-11_J� 1/16' Ili 6' REINF. SSR HD pE S-2006 CORNER WELD (ALL SIDES) c 1:8 314 o p 13/16' PVC FRAME HEAD & JAMB PVC FRAME SILL H-6125 H-6126 050" INTERLOCK S-2001 5/16' S116' 13/8' �4"�FIXED MEETING RAIL SCREWED TOGETHER WITH 15,16' .050' �074' 16' OUTERFRAME I �1:8 PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR S 6141 S-6138 S-6143 1 7116' 2 118" 1 7/16•— 1 11/16' 7 1p1/16' 17/16" 117/16'7/16' 1/i6' 1/16' L L -- - - - —� PVC SIDE RAIL PVC.SASH-BTM-RAIL - PVC SASH FMR PVC SASH TOP RAIL H-6136 H-6137 H-6138 1 3/16' 1 5/16' 9/16'�� 9,16' 9/16' F, 3H 6'� 3/6' I 5 4 7/8' 1/8' 1/16• 1/16" 1/16' REINF. BTM RAIL REINF. FMR REINF. TOP RAIL REINF. EXTERNAL S-2007 S-2008 S-2009 S-2011 PVC FRAME H-6193 1 13/16"-1 I as 1 1/8• 1/16• L PVC SILL POCKET INSERT S-6216 518' 47 7/16' 1/i 6' PVC SCREEN RETAINER S-6217 1 11/16'� p15l16'--I 21/8' 43 � 45 p 1 31, 6' 1/16' 1/16- PVC HD FMR REINF. HD FMR H-2115 H-6157 6005A-T5 WINDOW SYSTEMS LL- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 610 PVC SINGLE HUNG NON -IMPACT onntw-. 'f i No 58201 :'A -D's ca 9 ; STATE OF ; :U '4�I IIt 1IP- 2/23/06 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 08/09/14 VG #: REV.: CWS-935 C ALE: SHEET 1:2 5OF7 MIUr 6' M. 6' M 141 MA: 3' 3' ANCHOR LAYOUT - (FLANGE) [NO SILL ANCHORS REQUIRED] 4' MAX. ( n TE 2 4- MAX. (TY 8' MAX. O.C. (TYP.) INSTALLATION ANCHORS (TYP.) ANCHOR LAYOUT - (FIN) 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 7. 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 7. 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 -1 X BUCKS ARE OPTIONAL. 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 7. 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), FMANVDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS Ed 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 610 PVC SINGLE HUNG NON -IMPACT o n n W o a o 0 OD U Z LL 0 rn v 07 N Z W w ¢ rr a P CC O m a. F (Cj 0 �O`` p,�1oR✓=Hi'� i Ehlg: No 56201 �1� 9 ; STATE OF ;.Uj_ 'ONAL-' LUCAS A. TURNER, P.E.- FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 08/09/14 TG N: REV.: CWS-935 C ALE: SHEET 1:20 60F7 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4' SUBSTRATE BY OTHERS TABLE 1 SUBSTRATE BY OTHERS MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN. EMBEDMENT #IHIMSEE PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOBYINSTALLER SEE TABLE 1 INSIDE AND OUTSEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX SHIM/ �PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 1B1 HORIZONTAL SECTION \_7.,J TYPICAL JAMB ANCHORAGE OUS DBL 1/4" BEAD OF SEALANT PERIMETER @ALL INDICATED ETWEEN FRAME AND SUBSTRATE LLER MAX SHIM SEALANT BEHIND1/4" AAON"D FLANGE BY INSTALLEPERIMETER SEALANTBYINSTALLERINSIDE AND OUTSUBSTRATE BY OTHER SEE TABLE 1 �1 VERTICAL SECTION 7 TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED 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" 1-1/9" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" IIW 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 KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULLTHREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULLTHREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-1/2" 1/2" NOTE: UNIF-FRAME OPTIONS NOT SHOWN. MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 OTHERS 1900 SW 44TH AVE. FBY SEE TABLE 1 FLORIDA 34474 W W 1/4" MAX SHIM CWS.CC 610 PVC 0 SINGLE HUNG NON SEETABLEDMENi -IMPACT o n n w PERIMETER SEALANT BY INSTALLER za a O Q000 INSIDE AND OUT o o } INSTALLATION ANCHOR SEE TABLE 1 w w w m SEALANT BEHIND cn FIN BY INSTALLER 0 Z C HORIZONTAL SECTION w O 7 TYPICAL FIN ANCHORAGE rn �1! D HEAD AND SILL SIMILAR FOR FIN INSTALLATION N Z O > w w q¢ a t ir z o S : -DNo 58201 :'p ' :9 STATE OF : &U 10. °a 2/23/2016 Q AV LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941-380-1574 �HORIZONTAL SECTION D� 7 BOX FRAME INSTALLATION SHEET DESCRIPTION: - SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - ADE 08/09/14 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED' DWG #: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-935 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. scaLE: SHEET 1:2 7'OF7