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HomeMy WebLinkAboutAPPROVED NOA # 16177.1 Florida Building Code Online https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQw... Business & Professional Regulation BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida ����� r Product Approval `! w USER:Public User p ,� Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL16177-R3 SECRETARY Application Type Revision Code Version 2020 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 Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@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 indows Subcategory Ingle Hun 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 07/21/2030 Validated By Steven M. Urich, PE o Validation Checklist- Hardcopy Received Certificate of Independence FL16177_R3_COI_EvalReport812D.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A440 2008 ASTM E1886-13a 2013 ASTM E1996-17 2017 PA TAS 201/202/203 1994 1 of 2 12/29/2020,3:44 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16177_R3_Equiv 8100 LM Equivalen�pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/08/2020 Date Validated 08/09/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177_R3_II_CWS-812D.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: SH-8100 PVC Impact, no sill anchors required. Safety FL16177_R3 AE_EvalReport812D.pdf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300. 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 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: © U Credit Card Safe 2 of 2 12/29/2020,3:44 PM URNER 2428 Old Natchez Trace Trail Camden, TN 38320 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 August 6, 2020 Equivalence of Product Standards Product Description: Series 8100 PVC Single Hung Windows LM Impact, as detailed in Installation Instructions and Evaluation Report CWS-812D Manufacturer: Custom Window Systems,Inc. 1900 SW 4e Ave,Ocala,FL 34474 Equivalent Standards: ASTM E 1886-02 or 04 or 05 equivalent to ASTM E 1886-13a and ASTM E 1996-02 or 04 or 06 or 09 equivalent to ASTM E 1996-17 Assessment: The products indicated above have been tested to ASTM E 1886-02/04/05 and ASTM E 1996- 02/04/06/09. I have determined that for the indicated products as defined in the indicated Installation Instructions and Evaluation Reports,that this product testing is equivalent to that performed for ASTM E 1886-13a and ASTM E 1996-17,as referenced in the 7th Edition(2020) Florida Building Code. A-T�%;�rr��� .o No. 58201 y©rat►' STATE OF Rc0a0 � ..' Lucas Turner 2020.08.06 16:06:56 8/6/2020 -05'00' Lucas A. Turner,P.E. FL P.E. 58201 URNER 2428 Old Natchez Trace Trail Camden, TN 38320 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812D August 04,2020 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 44`'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 the7`h Edition(2020)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,PE, at 2428 Old Natchez Tre Trl,Camden, TN 2) Approval drawing CWS-812D, signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3815-IA,-2,and-2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 10I/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812D. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812D • 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 cite(Tempered required above 30 ft in HVHZ) --Air—5/16 Laminated(l/8Ann-.090PVB-1/8Ann) inboard lite • Requires Kuraray Butacite PVB Interlayer per Miami-Dade NOA 19-0305.02t • Requires Quanex or Veka white rigid PVC framing per Miami-Dade NOA 17-0206.10t or 17- 0228.0,0 t I have evaluated the interlayer and framing materials in these Kuraray,Quanex,and Veka NOAs and find that they comply with the requirements of the 7`h Ed. (2020)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. #%%11111111/ Lucas Turner No. 58207 �= 0g/04/2020 2020.08.06 __ o} 5:02:24 "'0_ j Z Lucas A. Turner, P.E. 06� STATE OF FL PE #58201 -05'00' "COR10' GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � �® s TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS 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) 531/8"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 51 7/8"MAX.UNIT WIDTH SINGLE HUNG � 4.DESIGN PRESSURE RATING:4711/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES F o w 0 <W p o -- -- -- ASTM E-1300-04e01/09. Z w J p a F w w ZOZ tr~Z� 63" _ __ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 2 ¢(n�>O EL 5 CO �w Z�3 x MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z x 2¢q w oO O FLANGE ANGEL DETAILS. WINDLOAD ONSRATION FACTOR Cd=1.6 WAS USED FOR WOOD O 0�O Z¢a F�d HEIGHT O Z ZO —ZF-U(n B B 26 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ H-z LL M O O w Z GLASS NOT REQUIRED. ¢3:O w F F 0— DLO F QOaCF>-��OM 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w 0 x c}ir o w cn w 61 3 4 I USED AT FIXED MEETING RAIL AND JAMB. EE a ZLL=a Ox 0 CQ F- w HEIGHT w~M UN 8.SERIES/MODEL DESIGNATION SH-8100. a F o_ cc:�a 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH,0=FIXED SASH 30 I 1tNttr�Ir SASH6 I GLASS 10 LOCATOION.ALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `\\\���\JO�Ek%�'''��i Xr P i HEIGHT DLO ` B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. �*! No.58201 *r 6 �9s I C 6 STATE OF ?� �y �. <OR70�'�`�♦� Lucas Turner J����8 NA14t���\�\�� s A 2020.08.06 451/16" 14:50:45 GLASS DLO -05'00' 8/05/2020 48 3/8" MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 2428 Old Natchez Trc TrI Camden,TN 38320 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DWG#: REV.: EXTRUSIONS&B.O.M........................4 CWS-812 D ANCHOR SCHEDULE&NOTES 51-7/8" x 61-3/4" +/ 70 PSF LARGE MISSILE IMPAC SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 CW210M.We WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Z QZo Z oW0 ¢FL0w Z W J 0 W ZOZ MFZF W Q W Z H 2 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Z Z=2 Q Cr W O O O 0E-0d<MF-Ir 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED Z �?Z~ d 7/16"AIRSPACE 7/16"AIRSPACE Q O Z U W Z=O U r—W2OOwZ > Q�Ow�rO- 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS D: 2 Q � Z 1/8"ANNEALED 1/8"ANNEALED w_ OLL m rq o w cn w oC Zia OJc4F- .090" PVB INTERLAYER .090"PVB INTERLAYER a0 w H O d O= } 1/8"ANNEALED 1/8"ANNEALED a Cc�'a QUANEX DURASEAL or, CARDINAL XL EDGE or, CARDINAL L XLDUR EDGE r, KODISPACE 4SG TPS 4 PURFECT GLAZE"H"OR SIKAFLEX 552 CARDINAL XL EDGE or, 4 PURFECT GLAZE"H"OR SIKAFLEX 552 LG.SPACER KODISPACE 4SG TPS \\ \1 A.rU,f/ / LG.SPACER \�VG iz BITE 48 9j0.582011/2"GLASS BITE3 'STATE OF12 "filltIWXN SASH LITE8/05/2020 LUCAS A.TURNER,P.E. FL PE#58201 2428 Old Natchez Trc Trl Camden,TN 38320 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 D SCALE: SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:1 2 OF 6 CW210M.We INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 45 3 2 53 12 38 13 32 32 24 q5 WWW.CWS.CC o a 8100 PVC ' SINGLE HUNG o��Ob 45 IMPACT p---o ova moo ¢ Z 3: <W o 14 U Z W J D a F Z W nn W 2 O , W F Z H 2 Z ZT2Z<MwOO 3 14 54 14 65 66 63 19 4 O O F O <T s4' SECTION B-B o z��Z Z~W a Z 007Uj mO� NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ r Z v M Z O W Z RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ <a w0 w-r Z uj z w O�Iccnawcnw 39 d ?2 d 0 JO�w a' O wH0 Wx�� a a F d M�a 32 48 1 -� INTERIOR ,�11Nli!!�f// 62 8 *� No.58201 *� �70 �itr� °Ws STATE OF ?�` 53 65 10 66 62 32 32 ' I.� 23 8/05I2020 18 s 2 74 LUCAS A.TURNER,P.E. FL PE#58201 73 2428 Old Natchez Trc Tit 30 0�o Camden,TN 38320 �o PH.941-380-1574 0 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 D 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 12 3OF6 PARTS LIST FRAME CORNER �j REM PART# DESCRIPTION MATERIAL CONSTRUCTION Il rlll(C9�® ° 1 H-6222 Main Fr.,SH,w/Fig.,PVC,Head Vinyl 31/8" ��9(�(�p� 1 15/16" WINDOW SYSTEMS 2 H-6222 Main Fr.,SH,w/Flg.,PVC,Sill Vinyl 23ns" 3 H-6222 Main Fr.,SH,w/Fig.,PVC,L.Jb. Vinyl 1 OCA A,FLORIDA AVE. 4 H-6222 Main Fr.,SH,w/Fig.,PVC,R.Jb. Vinyl 3 WWW.CWS CC 34474 6 S-1577 Impact Hook Alum 10 1 5/8" s 8 H-6224 Sash Meet.Rail,PVC Vinyl 23/4" 4 1 5/8" 1/16" 9 H-2124 Reinf.Sash Meet.Rail Alum II v1s' 10 H-6223 Sash Bottom Rail,PVC Vinyl Q ��Q 1/16 CORNER WELD 81 PVC (ALL SIDES) SINGLE HUNG 12 H-6225 Sash Side/Top/Bot.Rail Vinyl 1:8 13 S-2129 Reinf.S.B.R./S.S.R PVC FRAME PVC SASH PULL PVC SASH MTG IMPACT 14 S-6237 Glz.Bd.,7/8" Vinyl FLANGE RAIUSTILE H-6223 H-62124 18 S-6226 Scrn.Adapt.,w/Nib,PVC,Horiz. Vinyl H-6222 J Z a 3: 19 S-6227 Scrn.Adapt.,PVC,Vert. Vinyl 1 3/16" 1 9/16" F p w 0 ¢w p w 20 S-6025 Sash Stop/Filler,PVC,Vert. Vinyl 37 z w F z w zOz m_—F- 23 H-2123 Reinforcement,SBR Alum 7/g o —cn�y 0 Dr�m 24 Balance g/16 12 1 z z=2¢m w p O 25 P-3059 Sash Cam,PVC Plastic �j d=F-m 2 1/8" O O F-O 26 P-3046 Take Out Clip SS 73 1 5/a n� 1/16 FIXED MEETING RAIL p Z cn�?Z~j d 27 P-3783 Lock,Impact,PVC 1/16 �� SCREWED TOGETHER WITH Z O Z U V)Z j U 28 P-4069 Keeper,Impact,PVC Zamac J� IIII b— OUTER8RAME } Q�O w O O 0 Z 30 P-3215 Weep Cover w/Flap Plastic REINF.,IMPACT HOOK-1112 PVC SASH MTG RAIL ¢ Q<y F-V—z Uj 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray RAIUSTILE H-2121 w O o��o w Q w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Steel H-6225 a z=a Om O cn Cn 38 P-3768 #8 x 0.625 Ph PH SMS Steel 1 J5/16 1 1/16 O w~ w� 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Steel 1 1/16" 1 1/8" a a 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Steel 44 P-3342 Seam Sealer,SM-5504 7/8" 7/16" 1s �i" 45 P-5588 Ca Plug,1/2"Hole Nylon 13/16" P 9, L tttttrf 47 P-3438 Sikaflex 552 or Purfect Glaze"H" v1s PVC SCREENPVC MTG RAIL PSUPPORTN N1-\GP5a rU%�ij��` 48 P-5615 Set.Bilk.,85 Dur.,1/8"x 1"x 2" RubberOVER �� er PVC SASH STOP-6025 CATCH 5-6227 51 P-3881 Temporary Lbl.(NFRC/DP) S-6226 5-6228 *� *� 52 P-3613 CWS Lbl.(logo) 1„ �9 No.58201 53 Sash SEE SHEET 2 5/8" 3/a / W�70 * r 54 Fixed SEE SHEET 2 �� 23 5/8" �� 7ja / 1q --A- STATE OF ?�` 56 P-3281 Spacer 5/16" 13 15/16" 1/16" �IJ.J �44ii 'i •-`XoRa� AS 62 P-3218 Screen Frame,Horiz. Alum REINF. 1/1s" PVC GLAZING BALt ��,\ 63 P-3218 Screen Frame,Vert. Alum REINF. ! �v 64 P-3321 Screen Frame Corner Key Plastic S-2129 H-2123 REINF.SASH MTG BEAD 65 P-3581 Screen Cloth,18 x 16 Fiberglass Fiberglass RAIL S-6237 66 P-3228 Screen Spline,.155 Dia.,Bilk. Vinyl H-2124 67 P-3029 Screen Pull Tab Alum 1 5/16 8/OSI2020 5' 68 P-3033 Screen Spring,SS SS g 70 P-4959 Wstp.,0.270 x.187 back FinSeal,Gray 7/8" 1/18 LUCAS A.TURNER,P.E. 71 H-2121 Alum.Fixed Rail Alum FL PE#58201 72 S-6228 Cover,Fixed Rail Vinyl 2428 Old Natchez Trc Trl 73 5-1112 Reinforcement,Impact Hook Alum IMPACT HOOK Camden,TN 38320 S-1577 PH.941-380-1574 74 P-3541 #8 x 1/2",Pan Head,TEK Steel SHEET DESCRIPTION: LINE ITEMS NOT USED: BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 DRAWN BY: DATE: BAT 06/18/12 DWG#: CWS-812 D NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. SCALE' SHEET 1:2 40F6 aggom. 6"MAX.(TYP.) 17" MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 —— WWW.CWS.CC I I SEE NOTE 2 I 8100 PVC 101/2" MAX.O.C. SINGLE HUNG (TYP.) IMPACT O INSTALLATION ANCHOR(TYP.) I Q z QZ� I F p W 0 Z WJp QFpW W ZOZ ML-ZW_ p a �iy0x3:m y/. W F W Z F 2 `MTG RAIL Z Z 2 2 Q 0_w O Q O OF-0 ja=Fcc 4"(TYP.) I p Z�C/) F-p CL Z OO -p0- I Q X F ZLLZO W ZF 2 O¢ Q w FO OF o cl:> ZC 10 1/2" p p - M MAX.O.C. w I(nw(npwcnr (TYP.) d —2 a Q O—cn I O W F O W 2 Er>_ _ -�W 4 a F a 4" (TYP.) -- -- -- ��p���Ps A.trU%��iZ�� 4"(TYP.) NO ANCHORS REQUIRED IN SILL-] ANCHOR LAYOUT-(FLANGE) =9 No.58201 STATE OF ?� NOTES: %�\B,_OR70� �f\� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. I jttI1`41���\\` 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1W. 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. 8/05/2020 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 LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 2428 Old Natchez Trc Trl 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 Camden,TN 38320 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 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. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG s: REV.: CWS-812 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) 1:15 50F6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT WINDOW SYSTEMSMIN. EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4" MAX SHIM SEE TABLE 1 OCALA, FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 4O MIN. EDGE DIST. 8100 PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT / SINGLE HUNG 0 (L INSTALLATION ANCHOR SEALANT BEHIND o�� L] SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4" MAX SHIM ^ �O Q Z 3: < Z o {ul oWp Q � oo Z W J W Z O Z 0� Z PERIMETER SEALANT 1 Q W - Z O3: 21 BY INSTALLER O O T O a Q W p p INSTALLATION ANCHOR INSIDE AND OUT U U Z W � U) 0- SEE TABLE 1 FLANGE BY INSTALLER Z O Z U U) Z O U � — LL2ip Z CONTINUOUS DOUBLE 3/16" BEADS OF B HORIZONTAL SECTION Q � � O_ � U I--w — TOZ TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W O p � U) 0 W O W / PERIMETER AT ALL INDICATED POINTS Z Lu p _j Co I-- BETWEEN FRAME AND BUCK BY INSTALLER. W — 2 W 0� O U) p W � p W2 � >_ a _ a- o � a �SEALANT BEHIND 1/4" MAX SHIM FLANGE BY INSTALLER �7 u PERIMETER SEALANT MIN. EMBEDMENT ,` ��GP •,•..r �!V4r/ice BY INSTALLER SEE TABLE 1 titi� k,1 �# ''� INSIDE AND OUT �*-f �Q. �$��� `1 i� .dI_ SUBSTRATE BY OTHERS r, iSEE TABLE 1 * r + r ►�MIN. EDGE DIST. STATE OF � SEE TABLE 1 40 A-4 V.ORIO VERTICAL 6 TYPICAL SECTION LEIO ANCHORAGE o a �O 8/05/2020 TABLE 1: APPROVED INSTALLATION FASTENERS LUCAS A. TURNER, P.E. SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FL PE # 58201 PERIMETER SEALANT 2428 Old Natchez Trc Trl TE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1 BY INSTALLER INSIDE AND OUT Camden, TN 38320 HOLLOW OR GROUT-FILLED CMU (117 PCF 1" 2" HORIZONTAL SECTION PH. 941-380-1574 CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16" ITW TAPCON INSTALLATION DETAILS 2X MIN. SOUTHERN PINE (G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: BAT 06/18/12 (3 GAUGE (0.060") MIN. STEEL STUD #10-1TEKS ELF RILLIFLEXOR ITW FULL THREAD 7/16" - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. 1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5SELF-TAPPING / FULL THREAD - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 D 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6