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HomeMy WebLinkAboutProduct Approval-Windows, single hung_ Florida Building Building Code Online Page 1 of 2 it II 47, it-13 _ '' Ra 4di a'e rt c erq 3aF "�°N; t .� L e x Y$ .1(4 ca*ffa awAA94`.•o- -`w.»,z. ,.Ii..N.s.,..aTi ; SCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I PBC Staff 4 BCIS Site Map Links I Search dFlorida Product Approval �L•. �sr'USER:Public User .r dkmfa:n Product Approval Meng>Product or Application Search>Application tisk>Application Detail 777 t .. FL# FL1617 -R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C 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 Jay Lathrop J Address/Phone/Email 1900 SW 44th Ave ��77 Ocala,FL 34474 (352)368-6922 Ext 291 Q,J1 �. `rs' jlathrop@cws.cc 4{yraj 0 Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Izont Category Windows Subcategory Single Hung µam `‘ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LI 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 E Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/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=wGEVXQwtDgvyf4ngAXh l Oy... 1/3/20 V8 Florida Building Code Online Page 2 of 2 Sections from the Code it • 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 ummary 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 R2 II CWS-812C.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. FL16177 R2 AE EvalReport812C.odf Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. =I MED 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 a-mall 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 I� 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 'I Chapter 455,F.S.,please click oro... Product Approval Accepts: 71 _±Ike IA Credit Card Safe `secuntym Enucs` II I I 11https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy... 1/3/2018' I URNS1239 Jabara Ave. j� North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 11 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 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 6th 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, 1 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 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A.Turner, 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 shown in CWS- 812C • 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 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. 16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. l7-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 1 6th Ed. (2017)Florida Building Code for use in this product. iI Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial 1 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. .oto nlouts, si‘" DRE4t !',, -,:: No 58201 �' 73 t. : * :*"` z% d1'= STATE OF 41r 8/29/2017 O •'l�fi.•7/ gyp'_\��y •i s °R.'.� •` Lucas A. Turner, P.E. �f`r s�ONA� ,1•NN FL PE #58201 I -- GENERAL NOTES: - -- --- _--- - SINGLE HUNG - LARGE MISSILE IMPACT aaggowe1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 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.OVFRAI I FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 17/8"MAX.UNIT WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT 47 11116"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z ¢z 3 _- __ INFILTRATION TEST PRESSURE AND GLASS TABLES -- ASTM E-1300-04e01/09. Z w 0 ¢w z w w zOz et r.---1613"AXr _ __ __ _ Z— 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o 1-w Z 0 _ OVERALL I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z z M¢Ctw o O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 I-0 ¢=1_w FLANGE ANCHOR CALCULATIONS. 0a 0z 0 r--M�0 0- HEIGHT I 2613/16"GLAQ OZO�z�OV B 0 B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE r- g O w DOSS NOT REQUIRED. >- ¢ p w-M O_ �¢ r z co I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O o CO 0 w CO W 61(MAX3/4" I I USED AT FIXED MEETING RAIL AND JAMB, 2 z w O-J CO 1- MAX CCOW UNIT a HEIGHT i 8.SERIES/MODEL DESIGNATION SH-8100. W M~a 3 d C 1 1 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,� �y )(THE =OPERABLE SASH,0=FIXED SASH ,,���Pp10RE W T i��� 30 3/16' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR CEN �.p .•` S G'p MAX 26718" LOCATION. +`J •.~ fi•'•'Z�St SASH `, I GLASS . No 56201 •t�i r HEIGHT X I e DLO , 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. *. t '*= I e S: SlATE OF :`u/` ILI -- -1 O l I r���S1ONi";0�.1 I -- -- `� A 6 45 1116" GLASS DLO r 48 3/8• 9/22/2017 MAX.SASH WIDTH 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 DESIGN PRESSURE MAX. UNIT SIZE IMPACT RATING BAT 06/18/12 GLAZING DETAIL 2 SECTION VIEWS 3 RATING DWG 1/: REV: EXTRUSIONS&B.O.M 4 ANCHOR SCHEDULE&NOTES 5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT CWS-812 C INSTALLATION DETAILS 6 'WI_ SCALE: SHEET �u,J� 1:15 1 OF 6 at.TgaiN or WINDOW SYSTEMS L - 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z 3 azo ¢wo LT. 1.-w zi-w2_ 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS O O I=-O a w w 0 0 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED Z-t%z Z FZ- d Z 000 j0- - 7/16"AIRSPACE 7/16"AIRSPACE a f- - z O IL Z - 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS IX K 0O 1-16-1=z,,- i5- w-1"'�z Ia- p�wp'F-,CC 1/8"ANNEALED 1/8"ANNEALED w E z-W CO 00 LH 6 1- , .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT a0 w FZ-O d 0 } CC w C co 1/8"ANNEALED 1/8"ANNEALED 0 i D- ce d QUANEX DURASEAL QUANEX DURASEALIG SPACER It' tt11tf1ir p PURFECT GLAZE"H"OR SIKAFLEX 552 ",' PURFECT GLAZE"H"OR SIKAFLEX 552 1,••*af1ORE(vt,G���' ' ■ +�GQ .ti�CEd�S�..����r in - No 58201 1I. 112"GLASS BITE I �yS1/2°GLASS BITE * ,�, ..11,-.... .1/11_.-.'_ "® tk, 91.Q STATE OF ••trtr41 i: ,\ A Wit. (OR1OP �7$* 1-1 'ritiviettOt 2- FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239-JA BA RA.AV E.---- NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: • BAT 06/18/12 DWG 9: REV.: CWS-812 C I"SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 2OF6 attgbillla.er ' INTERIOR WINDOW SYSTEMS —411 1900 SW 44TH AVE. OCALA,FLORIDA 34474 m e e ® m'm®®m � Z WWW.CWS.CC �� i�� 8100 PVC I 'L r I �11: © =lJ '�I )'i.�� a SINGLE HUNG —��-, �E IMPACT 111 � ��n' 7 a a hulk O � i Z Wlmi z• zxaxoo 0 m 0 m m mmm 0 0 or-o•awxF.x SECTION B-B oU 0cn1-zZ1_?a to Q z▪ O D U- 1-- U 0 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. 0 F Z W U (W till • V_U W J [11,1- m o WrO a2xc>9 f _ ,i a I- a Cid m6CIDD r' 1 aim ' ® �tuuuhr`" "'�,,�Il O INTERIOR `�GQy.-. 8i4'..4,4 $ L V O w: No 58201 L' axe * s*_ • :131 STATE OF •to �Li�FS�(OR1OP 0,. ® ',',is,O�NA�,•%% i ap L _— e ,t -,- e • m _1,1 �i11j1 II O 9/22/2017 d►� I. mr © a.1�� LUCAS A.TURNER,P.E. �eFL ILij'i' . 1239 JABARAAVE. _-----_-- NORTH PORT,FL 34288 III PH.941-380-1574 I SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG B: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 • SCALE: SHEET 1:2 30F6 __---_PARTS LIST ___ _ _ ______ __ _ _ - ____ - _ _ FRAME CORNER //� ITEM PARTN DESCRIPTION VENDOR MATERIAL 31/8" { CONSTRUCTION (( Tj�l(� /Jn ,1I 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl I LSLSlIWWSyyAA1LJUllU II 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16"—I WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 0 I I--23116' 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R..lb. Mikron Vinyl I © } 'SIO I ® OCALA,FLORIDA 34474 — 6 S-1577 Impact Hook Keymark Alum I WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16• II �� © 15/8Fs, 1 5/8' IC 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum —T�7.�. 1/16' 41 1/16"-- 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl I 1 -1/16° ! ,� CALL SIDES) 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl u 1:8 SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R • IMPACT 14 53064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 1 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl . g z a W o 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 1/2' z w J OO ¢ z w 1 3/16" `I-II 'w z O z o_.0 z I- 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" I 1._. 0 w>z O 3 m 24 P-2190 Balance BSI 9/16" I ® CCC _ Z ziMaccw00 25 P-3059 Sash Cam,PVC BSI Plastic I O 01—0 ¢=1_D' 26 P-3046 Take Out Clip BSI SS } 1 5/8° 2 1/8' 1116° FIXED MEETING RAIL U 0-CO Z a~ D' co 27 .P-3783 Lock,Impact,PVC Interlock 1/16' 0 z0 -H z n 0— SCREWED TOGETHER WITH Z O U uj— 28 P-4069 Keeper,Impact,PVC Interlock Zamac I 1/16" OUTERFRAME ¢ r?u-2 O p Li z 30 P-3215 Weep Cover w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 + 1:8 W M¢O IL 1—I Z— 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w 00 0 1-N p w CO w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel E z-w 0-1(,) w 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16' 9/16" 0 w H O o_Oz cc} 39 P 4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2' 1 1/8"—{ 1 1/8' 0a. r a it wa rn 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel (� 0 I 5/16 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" l ( —� 1 5/16" —� ,���,`PNOREtt 1111 W�T i�� 45 P-3752 Cap Plug,1/2"Hole M&M Nylon L ` 1/16" I 045° 1— 1/16" �• 5 G y 1116' 1 �� Q.:'v0ENg"•..� . 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel J JG.'�• E- •,� 48 P-3352 Set.Elk.,85 Dur.,1/8"x 518"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 ti : No 58201 " 51 P-3881 Temporary Lbl.(NFRC/DP) :*• * :* 52 P-3613 CWS Lbl.(logo) Pro Label %'o: 1 a' 53 Sash SEE SHEET 2 GLASS 3/4" 3/4" — _ 5/8" 1/4' F� . STATE OF :•`u!` 54 Fixed SEE SHEET2 GLASS 3/16'1 1 —� ® f L_. ^^ } 7.:•`14:•,..4,t {5P••: .�P 56 P-3281 Spacer Duraseal i �w ® 15/16° 1/16" 1II" 7/8" r ,..SS OR1.GHQ`" 62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/16" �./-1 I ---1/16"1/16" 1_ ................ ..°..A�,O 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring,SS Fl.Screen SS 9/22/2017 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16' `—I FL PE#58201 —_ 72 S-6063 Cover,Fixed Rail Mikron Vinyl V p 1239 JABARA-AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 — 1 5116" 1/2" SHEET DESCRIPTION: LINE ITEMS NOT USED: 5" 3/16" 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,691 0 1.-3.—./ BOM AND EXTRUSIONS 7/8" 1/16" _,__.= e) - 1_�. 1 i • SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT ' 06/18/12 S-1577 DWG 5: REV: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 4OF6 Cllegg11118r WINDOW SYSTEMS -- fi'MAX.(TYP.) -r { 17"MAX.O.C.(TYP.) 1900 SW 44TH AVE. - -- 6"MAX.(TYP.) ) I) I OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC 101/z i i SEE NNOTE 2 8100 PVC MAX.O.C. ' I SINGLE HUNG (TYP.) _i_ O INSTALLATION ANCHOR(TYP.) I Q Z Q Z 7i I P ❑WO I-.00 - W ZOZ !L_ - - nTCRAL IL FW'.2I- 2E Z Z2M¢2W00 _ O Oho •<Xl0 cE •'(TMPD I 1 Z-�ZZF-?D. I 1 Q OZU.,ZjOU - > QCL QpW(20202 MAX10.C. W- �O2�OWWW 1- (TYP.) co CL a. z-Wia- 0-1w1- 1 I_ o W12-0 1ay102 W>- I 4 I- a 1- W Wad U �d�i:XOREW,llli. VPS�VGEP! Z 4"(TYP.) NO ANCHORS REQUIRED IN SILL No 5320'1 �.�� It ii*1t :it L ANCHORLAYOUT-(FLANGE) air. cIT= Q: STATE OF ••10: NOTES: •,SSiOIVA«t�,,`� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 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 6. 9/22/2017 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 --- 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,FL 34288 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 TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG n: REV_ CWS-812 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: FMA/AAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(EXTERIbR DOORS) SHEET 1:15 50F6 - - --TYPICAL HEAD ANCHORAGE - - - - - - - -_ -- - --- - - aagg • ,I1 MN.EMBEDMENT WINDOW SYSTEMS 1 MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE __ SEE TABLE 1 PILBY OTHERS 1900 SW 44TH AVE. 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 UBSTRATE BY OTHERS ' W W W.CWS.CC SEE TABLE 1 AO MIN.EMBEDMENTPERIMETER SEALANT SEE TABLE 1 J MIN.EDGE DIST. 81OO PVC BY INSTALLER I' SEE TABLE 1INSIDE AND OUT II I I SINGLE HUNG � INSTALLATION ANCHOR il'it,SEALANT BEHIND —i.:r SEE TABLE I IMPACT FLANGE BY INSTALLER j ���I 1/4"MAX.SHIM 111. a azIIII F- ow0 a)W 2O__ w zoz5>-01X i_rzF —] PERIMETER SEALANT LL I--w 3 Z 1- Eli2 BY INSTALLER Z Z=2¢W w 0 0 INSTALLATION ANCHOR INSIDE AND OUT O O co O V d FZ- 0_ SEE TABLE 1 SEALANT BEHIND Z ZO C7 W Z Z I-U FLANGE BY INSTALLER Q 0 m Z 0 FLL�pOWZ CONTINUOUS DOUBLE 3116"BEADS OF B HORIZONTAL SECTION 4 g 1-U I_z • TREMGLAZE U1600 SEALANT AROUNDPERIMETER AT ALL INDICATED O TYPICAL JAMB ANCHORAGE W 001->- -2 O W W CO 1- (T - , _il 1 BETWEEN FRAME AND BUCK BY POINTS STALLER. a -10-al CC 0 f _ J O� wry W�Wr} . gii 1/4"MAX SHIM D_ I d D= D- SEALANT BEHIND .7 FLANGE BY INSTALLER 1.11 saOF �,•%‘'PNO'RE W,T,i,111 . PERIMETER SEALANT :G \- y BY INSTALLER MIN.EMBEDMENT z v• No 58201 °,=� SEE TABLE 1 `* * -*= INSIDE AND OUT SUBSTRATE BY OTHERS4 11:�." STATE OF /iLU` SEE TABLE 1 - i�T�^ (OR1av'o-\\.. SEE TABLE 1 —NOM i�,�'s /ONA�- O�, S C* L.,...... OA VERTICAL SECTION ■ �RI1111,/(l���6 TYPICAL SILL ANCHORAGE —si ,_,_ ,. a 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS .� \ LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 3/16" W TAPCON 1-1/2° 1.1/8^ PERIMETER SEALANT 1239 JABARA AVE. MN BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU( 3/16 117 PCF MIN.) "MN TAPCON 1' 2" INSIDE AND OUT PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1• CO HORIZONTAL SECTION _ 6 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, I 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: 16 GAUGE(0.060°)MIN.STEEL STUD #10-16 HIL11 KW IK-FLEXOR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG IC: REV: ' 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ •FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS . 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: 1 SHEET 1:2 6OF6 a