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HomeMy WebLinkAboutProduct Approval (3) FILE Copy PRODUCT APPROVAL NUMBER: FL #16736.2 OPENING IDENTIFICATIONS: 4. HS 1/4/2018 Florida Building Code Online ,� .• Business Professional Regulation SCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications FBC Staff SCIS Site Map Unks Search Florida 1 lid Product Approval USER:Public User pr Product Approval Menu>Product or Application Search>Anoli cation List>Application Detail • • FL# FL16736-R2 RECEIVED Application Type Revision Code Version 2017 MAR 2 9 2018 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@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 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 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 Certificate of Independence FL16736 R2 COI EvalReport871C.od 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA°/`3d%3d 112 1/4/2018 Florida Building Code Online 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 II CWS-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 AE EvalReport871C.12df 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. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.Odf 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, 111" x 63", DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReDort869C.Ddf 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 Nert Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyri aht 2007-2013 State of Florida.::Privacy Statement::Accessi bility 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 ® El M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6h 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-869C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3,-3A, -4, and 4A, 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,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16- 1117.021, and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade N.O.A. 14-0916.11 t • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1Ot t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6h 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. � �� ,4 �rlORE W Mb o 00 Lucas `�;' 5sa , ';�� 9/07/2017 Turner : * * •* = Lucas A. Turner, P.E. 2017-09-16 :�' FL PE #58201 .p STATE OF 09:27+20:00 '40° . S ...I GENERAL NOTES HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 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) l 8200 PVC 3.CONFIGURATIONS:"OX","XO". HORZ. SLIDER - 112 1/4"MAX.OVERALL FLANGE WIDTH— 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND '. - - -111"MAX.UNIT WIDTH- - GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Q z 3 Q Z 3 INFILTRATION TEST PRESSURE AND GLASS TABLES < p w0 Q o 0 4915/16" 24 5/8" ASTM E-1300-04e01/O9. z w-o LLJ GLASS DLO ~GLASS DLO w Z O z o_~ F- 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Q w co z 0i-- 0 � A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=ME C o_w p O -- - -- - - - DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O�O U d F_a ANCHOR CALCULATIONS. p z0-U-z j U 641/4• I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q p O w O MAX. REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT p w F- Oz OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT < of >0�p HEIIGGH E B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w w O w<n w FLYING DEBRIS. a z z a �JO U) 0 wF0 0_=ir> 63" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0 _ x w w In MAX 1 5813/16" 4. E' a ofD- UNIT X GLASS O I X 5g 1/q• USED AT FIXED MEETING RAIL AND HEAD/SILL. HEIGHT DLO D D ASS DLOO 8.SERIES/MODEL DESIGNATION HS-8200. �\\\PtjORE W g 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: CP5• GE NSF 59 9/16" X=OPERABLE SASH,0=FIXED SASH No 58201 :�-A MAX.SASH C HEIGHT 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR I D •LOCATION. v" q' ,J\ �9:, STATE OF ."4/: �/ C \� 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. �OF'•.,<O R 1`:p,'G\�� ,'1/1111111\\\\ 2715/16" g MAX.SASH WIDTH LucasTurne r �Z 2017-09-22 9/22/2017 13:54-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS...........1 GLAZING DETAILS.....................................2 TEF 10111/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG"— REV.: EXTRUSIONS&B.O.M...............................4 CWS-869 C ANCHOR SCHEDULE&NOTES................5 111" x 63" +/- 60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS...........................6 SCALE: SHEET 1.20 1 OF 6 V NDOW SYSTEMS LUZ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8200 PVC 7/8.OVERALL HORZ. SLIDER 3116'ANNEALED OR TEMPEREDIMPACT 7/6'OVERALL 1/4'AR SPACE 1/8•ANNEALED OR TEMPERED � Z 3 ¢Z D 7/18'LAMI 318'AR SPACE Z W w p0 ¢CO w 00 3/16'ANNEALED w z O z w z r 5116•LAMI O 7c U) 0 X3:m LL F-Lu.090 SENTRY GLASS TONOPLAST INTERLAYER 1/8'ANNEALED ZO x 0¢ w 0 O 3/18'ANNEALED .090 DUPONT PVB INTERLAYER c1 v( z o.~N a 0 z- Z HD y 1/8'ANNEALED Q z V u)Z O LL0 RASEAL PURFECT GLAZE'H' } Q�0 W-x 0 z G SPACERQUANEX SIKAFLEX 552 Q M O f-U~2 uj QUANEX DURASEAL PURFECT GLAZE'H' I j O O H t}/1 0 w tU W IG SPACER SIKAFLEX 552 a Z 2 a 0 p(1)F- 11 1l2'GLASS SITE O a. w to wI-O ax > a a W3a a Q 11 1/2'GLASS SITE ``p���PNOREWfTle ' 30 �GpG�•.��CEIVS��'�Qii: 16 �v No 58201 •••'�14 1 � DcD 50�••NATE OF :��: AN ,i"'%, NA',OOslENG ,♦ O (SASH LASS TYPE B GLASS DI GLASS TYPE A Y� FIXED GLASS 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: TEF 10/11/13 DWG t REV.: SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C SCALE: SHEET 1:1 2 OF 6 INTERIOR 5 3 4 � {/Q WINDOW SYSTEMS IIS(IIL/�f 1 19 or 49 0 15 1 13 445 43 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 W S.CC -8200 PVC c HORZ. SLIDER IMPACT a �rr a a z 3 az3 0WOWWO6 3 2 5 6 1 18 8 1 SECTION VIEW D-D a Q 0 3>o w 3 m JAMB ROTARY LOCKS Z o X o �w o x0 JAMB ROTARY LOCKS: V U_y H Z a y a ao MAY BE SUBSTITUTED FOR JAMB ZaZ Oz O v—z U N SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. Q F_ 2 O W U REQUIRED ON FIN UNITS. Y 3 WO H-F O z OC�NU Z' _ OJUJI- 48 p W�0 It WSW>- 3137 n a F 0- Xaa 18 L(JI a OREW14 11 - 50 jGp`',.��CENIS�G�Q,y�i i HEAD IMPACT HOOK(TYP.) jr-.'• No 58201 •t�31 MIDSPAN OF SASHES 8 (ITEMS 44&46) S.fl� fit '9 STATE OF INTERIOR I I I I JAMB IMPACT HOOKS(ITEM 42) OR ROTARY LOCKS(ITEM 23) 14 LOCATED AT THIRD POINTS. I I 9/22/2017 16 X I NOTES: LUCAS A.TURNER,P.E. e 7 - -EITHER IMPACT HOOKS OR ROTARY LOCKS 18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 U ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288 (a7; PH.941-380-1574 SHEET DESCRIPTION: 0 0 SECTION VIEWS DRAWN BY: DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 7 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DW ' REV.: 1:20 CWS-869 C SECTION VIEW C-C ALTERNATE FIN FRAME SCALE: SHEET 1:2 3 OF 6 PARTS LIST - 31/8" - CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL I"' 31/8' -- 00 7 /JJ) /) J L,�,Q,�iQ_ 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC ( 31/8' WINDOW SYSTEMS I((��II%J 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum -(47� 2 1900 SW 44TH AVE. 3 S-6077 Coker,HD Fixed Rail,PVC Mikron PVC OCALA,FLORIDA 34474 5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TE 211/16" 1/16"Ajax Steel 1/i6 WWW.CWS.CC 39/i 16" 1/18" 1 7/8' Fil CORNER WELD - l O 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone l� 7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC l - 1.8 HORZ. SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 i HD MTG RAIL-1681 IMPACT 10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6048 8 11 S-6064 Glazing Bead Mikron PVC 1 15/16' 13/18' 5 z 3 2 Z� 12 H-6050 Sash Meeting Rail,PVC Mikron PVC 23/16' I r--23116• z W W O Q p w Z W J 4 13 H-6051 Sash Pull Rail,PVC Mikron PVC 1 I 14 3 w z O z x�z I_ � 13 O Q n�yO��m 14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 5/e^ 15/8' 1 5/8' , 1 5/16" u- ~w z i-3 _ Z Z= ¢Xw00 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum s" C O O O Q-_ 1/16" L 1/16' V16" L 0 UN0Oa�r�a 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 0 z_ n z Z Z)W 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH 1 OPIBTM RAIL-6052 PVC HD MTG RAIL COVER-6077 ¢ z U Z O u_Z FIXED MEETING RAIL u- O 18 P-3429 W stp.,0.270 x.187 back FinSeal,G Ullrafab 0 3/16" SCREWED TOGETHER WITH >- <3 O H-7 O- 19 P-3783 Lock,Impact,PVC Interlock ( OUTE1:8 0 0�}� O 20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O d 1.8 Z U)w O w U 0 21 P-4069 Keeper,Impact,PVC Interlock 5/8" 0 W~0 W 3 w 22 P-3539 #8 x 3/4"Square PH Tek,Whit. Fastenal Steel _ 6. � y4•� a- H a IL 23 P-4958 Rotary Lock Interlock 1 5/18• 1, 15 Tr+, 17 24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 46 L 1/18' 15/18• 1/18" ��� OREW����i 25 P-4952 Keeper.Rota Lock Interlock 7/8' PN••. Rotary LzT1/16" SASH MTG.RAIL-1497 SASH RENF.-1699 .J •to 26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 • No 59201 •St 27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 3/4' rO 3/18' 3116, 28 GLASS SEE SHEET CARDINAL GLASS r 'ro :It= 0 STATE OF W= 29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O r 1/186 7 'O,(�`"A, �� 0 P-3P18 S28 creen Frame Dur.,1/8"x 7/8"x 2"Lg. FrankLowe RoIlFonn L - 611 31 -I 7� ROLLER TRACK-1778 5/8'f' S.B.R./S.S.R.-1498 ,���ssy MAS�NG�p 32 P-4754 Screen Comer Key Allmetal Nylon 51 1/16' 1/4' 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 r7/8'y 34 P-3029 Screen Pull tab Summit 7/8• 35 P-3033 Screen Spring Fla.Spring SS 03/16, }- 9116 3 36 P-3228 Screen Spline Dapa Q PVC GLAZEBEAD-6064 J—1 1 11/16' 9/22/2017 37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber _ _I 1/2•�f-1 7/e•-j FL PE#58201 41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5161 }L}��I 3/8" �5/16 1239 JABARA AVE. 4 Y NORTH PORT,-1 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 1/16• PH.941RT,FI574 43 S-1112 Reinforcement,Head,Jamb Keymark Alum 1/18' PVC SCREEN CATCH-6013 8HEETDESCRIPTION: 44 S-2000 Impact Channel,Sash Keymarlc Alum PLAN VIEW-1577ALUM SASH IMPACT HOOK-1577 PVC ANTFLIFT-6005 45 P-3748 #6 X 5/8 Ph FH TEK,Zinc,Painted Ajax Steel _ 1 1/8'�j BOM AND EXTRUSIONS 46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16" 3'�-i 9 �1/2' 5/16"1 16 1 DRAWN BY, DATE: 47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC 40 � 1118' TEF 10/11/13 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DING N. REV.: 49 1 P-5250 ILock,Impact,PVC,w/FlipperInterlock CWS 869 C 50 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE: SHEET 4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 � WINDOW SYSTEMS 3"(TYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) 3" (TYP.) � 1.ra_ 4 y -- SEE NOTE 2 4-MAX.(TYP.) 8'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 MAX O.C. WWW.CWS.CC 6' MAX(TYP.) (TYP. 4'MAX'(TYP.) INSTALLATIONI, 8200 PVC ANCHOR(TYP.) HORZ. SLIDER 8. M IMPACT Ax O.C. � � (TYP.) 17" I MAX O.C. Q Z a Z 3 (TYP.) X O X X O X F- o w 0 Q lw-0 Z W�o LJ W Z oz IY F- F- O Q N3}02'30] LL z Z Z S Q W Q O O 01-0Q=tae U 0 Z 2 O Z U Z 0U` UVj �U- �fJ Q QO �Z } �ZOIiU —=�2 O Z Ow _ F- tz OOXoiaw�w ANCHOR LAYOUT-(FIN) w�w O w Co(- ANCHOR LAYOUT-(FLANGE) a Z=2 0Y 0 U 0 WFO 2=�} 2' X W3WU) 2 ``.pt'PNDREW�1" 4 T � j �CENSFG'Aytn No 58201 :9'• STATE OF '4/+ 40. lG Cc .OA10P' e0"S/ N A;ENG 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 8E 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. L _ 9/22/2017 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT, 88 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1 3421574 SHEET DESCRIPTION. 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. TEF 10/11/13 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. DWG#: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 C 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/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.25 5 OF 6 EMBEDM TYPICAL HEAD ANCHORAGE SEE TABLE 1 ENT SUBSTRATE a(ylyCYllU �f n� BY OTHES MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS Il�/I SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 SUBSTRATE BY OTHERS 1/4"MAX SHIM WW FLORIDA 34474 CWS.CC 1 SEE TABLE MN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST. PERIMETER SEALANT 8200 PVC INSIBYNSTALLER INSTALLATIONDE AND OUT i SEE TABLE 1 AN�NOZ HORZ. SLIDER SEALANT BEHIND T� SEETAMBBLED1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM O z co< 0 PERIMETER SEALANT Z a W O < O w PERIMETER SEALANT BYINSTALLER w z O z o—z r BY INSTALLER INSIDE AND OUT 0 �co 3 Z O�m_ INSIDE AND OUT INSTALLATION ANCHOR z z I <X W O O INSTALLATION ANCHOR SEE TABLE 1 O V U)O <W H cn d -SEALANT BEHIND U SEE TABLET FLANGE BY INSTALLER SEALANT BEHIND 0 z— ?Z N FIN BY INSTALLER Z 0 C7ui DO— B — /B HORIZONTAL SECTION C HORIZONTAL SECTION < � LL z O W 0 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE O — HEAD AND SILL SIMILAR FOR FIN INSTALLATION < O >u O W LLf/1W U0JU)F- a 0 Lu 0 a05> 1/4'MAX SHIM d o_ a SEALANT BEHIND FLANGE BY INSTALLER C� REI,y��C����i PERIMETER SEALANT BY INSTALLER MIN.EMBEDMENT SE TABLE 1 v No 58201 INSIDE AND OUT a 1r sb's a. I ,'QSTATE O* SUBSTRATE BY OTHERS •"��,� SEE TABLE 1 - �i MIN.EDGE DIST. SEE TABLE 1 rA_ VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE O X� TABLE 1:APPROVED INSTALLATION FASTENERS O 9/22/2017 F TYPE ANCHOR TYPE MIN.EMBED LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"TTW TAP CON 1-1/2" 1-1/8" FL PE#58201 ERIMETFR SEALANT 1239 JABARA AVE. F OUT-FILLED CMU(117 PCF MN.) 3/16"ITW TAPCON BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT � PH.941-380-1574 p1 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8„ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR TIW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" TEF 10/11/13 1/8"ALUM.(6063-T5 MIN)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dw r: Rev.: MIN.) 7/16., INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. ALLER. CWS-869 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 1/2' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6 OF 6