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HomeMy WebLinkAboutProduct Approval Picture Window FL7794-R1 Pi cA W,ncdbc,) gir,e ..... �---k e .� ''as* 'moi ' n�c`v A P3! x ,y ,.'.C; �'1gy-"vl"�y" "''S`�t2 � �'t�,,s5 ,fiY.e. y.� � '�' tg �-. r ,{,.�.�r t +�,. ts T. b. v"+yet r+-,H- f'.a ; 'a. _u ;IA -. 'u h k.,.Z -:P V 0;a"litm Tt"'r Mil.:1g`�tl.�c� -te.S F' .., . yr..._.,.....= `�:.:� „....:box �t,:,.�y. ww �r� ,. &>wn,mrs n raasua,Sys 4w..��.a�c..ems..x�x�e�Ch SCIS Home Log In I User Registration Hot Topics ( Submit Surcharge , Stats&Facts Publications Contact Us 1 BCIS Site Map Unks , Search Florida rI Product Approval •` t PP It Product Aooroval Menu>Product or Application Search>Ayol:cation List>Application Detail 5-7Jr F # FL17794-R1 ' Application Type Affirmation RECEIVED Code Version 2017 Application Status Approved OCT L6 2018 Permitting Department Comments St, Lucie County Archived Systems Manufacturer Custom Window Inc. Address/Phone/Email 1900 SW 44th Avenue f Ocala,FL 34474 (352)368-6922 Ext 291 /" jlathrop@cws.cc . A..��®®, , Authorized Signature Kevin Pine �o/ kpine@cws.cc .(e,- A� Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. 1 Ocala,FL 34474 (352).368-6922 Ext291 ' ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email . 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.5.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ' ASTM E1996. 2009 Equivalence of Product Standards Certified By .I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentatic n from approved Evaluation or Validation Entity Yes ` ,Nta' N/A URNER 1239 Jabara Ave.North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 1073 June 8,2015, Product Description: Series 6150 PVC Picture Window,Large Missile Impact Wind Zone 3, with Design Pressure+1-50 psf 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 the 5`l' Edition(2014)Florida Building Code,not including the High Velocity Hurricane Zone or Wind Zone 4. 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-1073, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3988-01/02/03/04/05/06 and NCTL-210-3976-03/04,by National Certified Testing Laboratories, Orlando,FL,with testing performed: ASTM E 1886 '05,ASTM E 1996 `05/09(large missile impacts in accordance with Wind Zone 3), and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-1073, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-1073. Limitations of Use: This product: • May be used up to the sizes and daylight openings with glazing as indicated in CWS-1073 • Achieves design pressures of+1-50 psf for flange and fin, in unit sizes up to 68"x76",48"x76", 36"x76", and 54"x96"(glass types vary, see CWS-1073), • Is Large Missile impact resistant and does not require the use of shutters • May not be.used in the High Velocity Hurricane Zone or Wind Zone 4 areas • Requires Dupont Butacite PVB Interlayer, 0.090"thick in 36"x76"unit size and 0.105"thick in 48"x76"size. Requires 0.090"Dupont Sentry Glas lonoplast Interlayer in unit sizes 68"x76"and 54"x96". Width and height may be transposed. • Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee 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. ,414 582111 ' : STATE OF ; 0 #�, �.a� `$ 6/8/2015 .-4,a°Ft 1,°;r• s , Lucas A. Turner,P.E. ** lY' •a..ars , /ON AL 6`° FL PE#58201 "4101111140 Lucas A. Turner 2015-06-08 19:48-041:00 1 . . DocunentTitle: Doc No: FRM:B1-02 • t • .: . Structural Performance Rev No: 7 Page: 1 Of: �' ]I r7�®� CL>.R-,rTV.I'P,CATICTN®p.IN _ Certification - If �—r Authorization Report Required By: PRO B1-03_ CAR&.Product ID Number:.- 138 1340.0 Issue Date: 5/28/2015 Revision.Date: 5/28/2015 Expiration.Date - 4/9/2019 Company Code:, 138 This Certification Authorization Report(CAR).is issued by Keystone Certifications, Inc. (KCI) after full validation review, - and is based on a standardized evaluation of the product conducted by an independent accredited:iaboratary in accordance with the specified referenced standard. Actual fenestration product performance may vary based:.on ;many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee information: I Product Information: Custom Window Systems, Inc Model: 6150 Fin/Flange Frame Impact Fixed 1900 SW-44th Avenue .Operator Type: FW Ocala FL 34474 Config: No, GS-5/16"Ann Lami IG Max Width: 36 Max Height: 76 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG50 914x1930* (36x76*)-Type FW Qualifying Test Information: Test Report No: NCTL-210-3988-05/06 Test Report Expiration: 4/9/2019 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Eric Rock 564 Old York Road, Suite 5 -Certifications, nRCck,q=Keystone Etters, Pennsylvania'1731-9 Certifications,Inc.,ou, email=erock@keystonecerts.com,c=US Phone: 717-932-8500 Date:2015:05.29 08:49:40-04'00' . Fax: 717-93?-8501 W W\.KEYSTONECERTS.COM I - — Docunent Title: Doc No: FRIA B1-02 Structural Performance Rev No: 7 Page: 1Or: Y `�°0 Certification CCver1PICA�'IONj)9 I G. Authorization Report Required By: PRO B1-03 CAR &Product ID Number: 138 - 1323.0 Issue Date: 12/12/2014 Revision Date: 12/12/2014 • Expiration Date: 11/6/2018 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration productperformance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification. Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 6150 PVC Imp Fin/Flange Impact Picture Window 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16"Ann Lami IG Max Width: 68 Max Height 76 Referenced Standard: Product Rating: AAMAM/DMA/CSA 101/I.S.2/A440-08 Class LC-PG50 1727x1930 (68x76)-Type FW WTP=1 a.0 Qualifying Test Information: Test Report No: NCTL-210-3976-03/04 Test Report Expiration: 11/6/2018 Authorized Signature: Digitally signed by Steven M.Urich Keystone Certifications,.:inc. DN:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5 21.4„.„. Certifications,Inc.,oil, - email=surich@keystonecerts.com, Etters, Pennsylvania 17319 _usv=j Phone:717-932-8500 Date:2014.12.17 08:52:22-05'00' Fax: 717-932-8501 W W W.KEYSTONECERTS.COM � I . , GENERALNOTES: ' CriaggIRW ir PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOVVN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS -.g TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR MISSILE LEVEL 0 IMPACT USE IN WIND 1900 SW 44TH AVE. 89 1/4"FLANGE WIDTH . ' 49 1/4"FLANGE WIDTH ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 WWW.CWS.CC . 68"MAX UNIT WIDTH . Ir---48^MAX UNIT WIDTH THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE 1ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS. 1-- --63 15/16"GLASS DLO-'----- ----I 1 43 15/16"GLASS DLO--- - 6150 PVC i I 2.GLAZING OPTIONS:(SEE SHEET 3) PICTURE WINDOW , 11 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE IMPACT NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 8 77 /4• • . , FLANGE I 4.DESIGN PRESSURE RATING: LA FNGE I 0 HEIGHT I -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND . HEIGHT GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER cj 75" I I I INFILTRATION TEST PRESSURE AND GLASS TABLES r-- - 76' MAX 1 ASTM E-1300-04. >:I '-- 1' MAX 0 UNIT a) 1 0 HEIGHT -,- UNIT 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED co HEIGHT 1 1 I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR Z 10 1II DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 1(7) , II 1 ANCHOR CALCULATIONS. '- 71 15/16" I 71 15/15"' III' GLASS I GLASS I 16.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE DLO . 1 DLO I NOT REQUIRED. I 1 1 7.ALL FRAMES FULLY WELDED. U u) I. - .1 _I_HI,J___ 's Lu ----- - . 8.SERIES/MODEL DESIGNATION PW•6150. 37 114"FLANGE WIDTH ..- (AIII') I - ,L3 o 1,1) 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,z ,... -97 WV FLANGE WIDTH— , 36'MAX UNIT WIDTH--- - 0 FIXED SASH isvisilurri 31 15/16"GLASS DLO-1 I — ---'96"MAX UNET WIDTH - 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR "Nt1ORE W iffe, .7. •••• - ____ • p- .-'"6'iIis•'..(/4)0.. , - - 91 15/16"GLASS DLO - I LOCATION. •:".s :.0.."..N.•c :F• /.,..:,: " ::•• : A - lir( --.,- . No 58201 -- 1 I Lucas A.Turner: :a.0:. I x ET, 77 1/4" I 551/4" II I2015-06-08 . .. .1.13% STATE OF •U./..1. FLANGE FLANGE '.7.O.' :ki:4' HEIGHT HEIGHT i 1 I . 19:33-04:00 ,I••.:• •4* •‘• 95` '''''''.G.S4 • 54" B B •#,,, iorkua.•-•„o• MAX 7 • I0 UNIT . MAX HEIGHT ZI •---- I UNIT I I HEIGHT • 4915/16" . 618/2015 I I GLASS 1 LUCAS A.TURNER,P.E. 71 1 i16" DLO I FL PE#58201 GLASS I 1239 JABARA AVE. DLO . _.11- -- -sI. I -- NORTH PORT,FL 34288 A -1 -., PH.941-380-1574 1_ -gi,iafliff§driPTIoNTE- - ----- _ - . , GENERAL NOTES AND .. _ TABLE OF CONTENTS MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING • ELEVATIONS GENERAL NOTES&ELEVATIONS 1 36"X 76" . DRAWN8Y: DATE: ARCHITECTURAL SHAPES 2EMK 05/26/15 SECTION viEws&ALT.FRAME...... 4 GLAZING DETAILS 3 48"X 76"" CWS-1073 DWG 0: REV.:+1-50 PSF LARGE MISSILE IMPACT " . - BOM&EXTRUSIONS 5 68 X 76 ANCHOR SCHEDULE&NOTES 6 96"x 54" SCALE: SHEET . INSTALLATION_DETAILS__ _ 7 : 1:2 5 1 OF 7 nr_._______ - ____ ______ - ------- --- __ - - • . 1 agora!; WINDOW SYSTEMS .41 1900 SW 44TH AVE. OCALA,FLORIDA 34474 • 11114 WW W.CWS.CC 6150 PVC PICTURE WINDOW IMPACT Jr,, FULL ELLIPSE(OVAL} • / m FULL CIRCLE —�--I I Izo al cn „rommew\ TOMBSTONE TRAPEZOID 1Z I–i al ilirik ( /I 114411411%\y_____/ • IgicCuj> E U ill eAt ```t NS••''P°. 1/2 CIRCLE O :.•• EF%2. OCTAGON +- ;' F v• No 58201 :13 I. *: * :*i • :"."33t STATE OF :'.0 NOTES' O Il Ibilhibk 1.SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. ,,��SS�pNAL ?��`,, 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. THRU FIN-WOOD OPENING. 7� 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 6/8/2015 RECTANGULAR WINDOWS ON SHEET 1. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE.AND FIN WINDOWS LUCAS A.TURNER,P.E. MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6,WITH ANCHOR FL PE#58201 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: - - 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: EMK 05/26/15 DWG N: _.�. AE,-V. - -_ CWS-1073 - SCALE: SHEET — 11 - --2OF7 -- - --718'OVERALL - + 7/8"OVERALL - MAX.UNIT SIZE GLASS TYPE (Ogg® —^ M'I N —3/16"ANNEALED 3/16'ANNEALED 36"x.76" A WINDOW SYSTEMS l ' - —3/8"AIRSPACE ---i 31/5 AIRSPACE 48"x 76 B 1900 SW 44TH AVE. —5!16"LAMINATED 5a6:i LAMINATED 68°X76" C OCALA,FLORIDA 34474WWW.CWS.CC 96"x54" D -- ----118"ANNEALED 1/8'ANNEALED -- --.090 DUPONT PVB INTERLAYER -- .105 DUPONT PVB INTERLAYER 6150 PVC "-1/8"ANNEALED -- 1/8"ANNEALED PICTURE WINDOW x' (q I SIKAFLEX 552 OR Pol O SIKAFLEX 552 OR IMPACT X -' PURFECT GLAZE"H' PURFECT GLAZE"H' x +� f f F� xU 518"GLASS BITE - [j 5/8"GLASS BITE I CID — 1.-ml 1 � m z I Q! Q � z W =i1l [telr- cl u GLASS TYPE A 0 0 GLASS TYPE B i o J ° i 61 '-------------7/8"OVERALL '- -----7/8"OVERALL ,.01lLifefl!!f►f -- F 3/16"ANNEALED -� -- 3/16"ANNEALED %``,g Pp16R„4V rG�°1. • `e��p,�:,.. ENSe'.Q4,1� --- 3/8”AIRSPACE — 114'AIRSPACE I.,/J;' '..(,\G . No 58201 P t 5/16"LAMINATED - —7/16"LAMINATED :*: * ;* 118"ANNEALED -- 3/16"ANNEALED 7:,, 9 STATE OF '<U+ --.090 SENTRY GLASS IONOPLAST INTERLAYER - 090 SENTRY GLASS IONOPLAST INTERLAYER %0,n;,p� O 1..".. .: -- --1/8"ANNEALED 3/16"ANNEALED i�'4149/0 FpS . t� a` 'O ...NA1...... fffl7f11111LL` SIKAFLEX 52 OR X O PURFECT GLAZE"H"IKAFLEX 552 OR 0 PURFECT GLAZE"H" z� X - 6/8/2015 ,r r, f f LUCAS A.TURNER,P.E. 5/8"GLASS BITE 5/8"GLASS BITE FL PE 4 58201 t___1 >; + I — I 1239 JABARA AVE. 1a -i I I L --111-1 _ 1 NORTH PORT,FL 34288— „L,.....0 - PH.941-380-1574 SHEET DESCRIPTION: I [I] GLAZING DETAILS DRAWN BY: DATE: L_ r�- I EMK 05/26/15 01 — 01 DWG 4: REV.: --- • CWS-1073 0 GLASS TYPE C 001 GLASS TYPED SCALE: SHEET -- ----- • . „,''It • / , . t' , . : 1 J ! . ; , : 4 , t ' Cgagbied. id WINDOWr SYSTEMS . 4 INTERIOR i 1900 SW 44TH AVE. OCALA,FLORIDA 34474 () WWW,CWS.CC / JillL _.1 6150PVC PICTURE WINDOW , ] ,- . IMPACT _.„,... . 1-1-3 ° I '31_1 n I l • , a -r a 5:I I ail MiP. CS il II 2 i . 1 i IN ii um m 1 a§•um m• 0 1 I Er) ..2 nu L___ 14".”lir 0=1 S ....4:, 1 1 tt IL, 0 , It 0 7 5 5 0 (5 1E! 0 1E1 I- 0 r"Te 1_ SECTION VIEW B-B 0— "49eile....................... °c'''' ci) ' ''.---1 w 0 I _totaliartifi" ,001,..tkoRW iie, INTERIOR 1 ...,, No 88201 :13.1.1 I • _- * 0 1 1*= 1 7. 3 1 1733*. STATE OF •4./Z „.-----------° [) 1:•CAN%...0 t.e.. .•:: .:'.•ts'••.4.............. 0 1 i = I 1 CG-1"4.11"."1111 ri II n , 1 . 2 IIIII fl © IP 6/8/2015 LUCAS A.TURNER,P.E. Millilf-11-1. FL PE#58201 G B 1239 ABABA AVE. D NORTH PORT,FL 34288 0 _Eli PH.941-380-1574 _ SHEET DESCRIPTION: , SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME EMK 05/26/15 DWG 5: REV.: CWS-1073 _ SCALE: SHEET • 1:1.33 4 OF 7 - __ _______ . _ _ , ' , • , , , , , • . , . . , . , N •,... ... . • . . ,,,-'-') • ,,, , , , , . , , , ., ,, , ,, , , . , ' , , , , • , , . . — ITEM PART# DESCRIPTION _VENDOR MATERIAL ' FRAME CORNER agog:y , 1 H-6128FLG MAIN FRAME,FLANGE,HEAD ATN PVC CONSTRUCTION 2 H-6128F.LG MAIN FRAME,FLANGE,SILL ATN PVC WINDOW SYSTEMS e 4 .4 3 H-6128FLG MAIN FRAME,FLANGE,L.JAMB ATN PVC 1 1900 SW 44TH AVE. 4 H-6128FLG MAIN FRAME,FLANGE,R.JAMB ATN .0 OCALA,FLOWSRIDA 34474 WWW .CC '5 GLASS SEE SHEET 3 . 7 S-6141, GLAZING BEAD ATN PVC 8 5-6144 FRAME FILLER ATN PVC CORNER WELD 6150 PVC 9 PURFECT GLAZE"H",SIKAFLEX 552 HENKEL/SIKA . (ALL SIDES) PICTURE WINDOW 1:8 10 P-3352 SET.BLK.,85 DUN.,1/8"x 5/8"x 21g. IMPACT —11-.H-6128FIN MAIN FRAME,,FIN,PJ/.C_ _J. . ATN PVC . . ._ . . • _ , ._......_ . _ r. 3 7/18" , El I -r- -4-- --;.„1 m i eir ,_,,__ o C2 5116"--1-- __i ' . ------- -0 Z 1 1 T__ - 0 Ea I I 4 Z 5 I 2 11 16" ! I 15/16' 0 Ectli 1----: Ln il 1 I I i •'. I(3Er.I I 1,Ti 1 4 1 0 . U _ -I- 1] PVC FRAME FLANGE PVC GLAZING BEAD I S-6141 0 I z, H-6128FLG ---so,oli RI rwr I ';,,,,, '5 ........... & fo , .1 : ' '•';t`." •••••-./. No 58201 ' 3S. ' . Z*• 1*l', 1-. 3 mw. ---1 :: : * I _____ I ::.-0 t :cr.r. T_F_____ ______,r :13% STATE OF /LUZ 1.%0'" • 4,...Ak P..* ..` S(ts..4,0 3/4R10,-'c,", L. - Vs.,,...........„.1 s...0, -.<-"""--) I - 1— ----0 5/16" • 1 1/16" 6/8/2015 LUCAS A.TURNER,P.E. I -•--1/1 6" PVC TRIM 1239 JABARA AVE, FL PE#58201 39/16' , J0 I S-6144 NORTH PORT,FL 34288 Ir?.._ 1 0 . PH.941-380-1574 0- bliTEtotidi4M11647----- 0 BOM AND EXTRUSIONS 1^ I DRAWN BY: DATE: PVC FRAME FIN H-6128FIN E, DWG MK 05/26/15 # REV.: CWS-1073 -- --- . - SCALE: SHEET 11 - _________ - _ _ „.... I , , . . . , . 6"MAX.(TYP.) - ---}- MAX O.C.(TYP.) 4'MAX(TYP.) -- 8"MAX.O.C.(TYP.) n/] ,I SEE ANCHOR SEE NOTE 2 4'MAX(TYP.) SEE NOTE 2 �VC'��®illg ' 6'MAX.(TYP.)—� SPACING CHART I WINDOW SYSTEMS I I I I I I �--1'- 1900 SW 44TH AVE. L 1 -� OCALA,FLORIDA 34474 _ _ WWW.CWS.CC L. I ' -- � � MAX. I I 6150-PVC .. (TMP.) PICTURE WINDOW MAX.O.C.(TYP.) — - j I i I IMPACT SPA ANCHOR III I t� -- - - --SPACING CHART - I I - ----- - - O 'I 0 ial • I INSTALLATION _ O INSTALLATION II --t-------- {-- ANCHOR(TYP.) ; I ANCHOR(TYP.) �I} ANCHOR SPACING CHART _ I — �—m II ; z MAX.UNIT SIZE MAX.D.C. II I~ I O 36"x 76" 20-3/4" I– ij + c 48"x 76" 15-1/2" r I I I, I I o cc 68"x 76" 11" — I I— I �i n~ 96"x 54" 13-3/4" --- ._.I I Eo I I I I I I I 1 I w -(FIN), ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT1 1 J zL IiUI I I PIs, `s���°IPp1O RE 4Y 14 1, i 07-.••.•.`GENSe"..?ti, '�: No 58201 Lir; * :•*= ro: - �vs)% STATE OF kr:: NOTES: %OT'.�C p'I`?4' 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ,�.,,iq BONA;E .„`,, 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. 6/8/2015 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, 74288 PHH..941-380--11574 SPECIFIED IN TABLE 1,SHEET 7. —..-- 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 INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE lx WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16”FOR MASONRY,1"FOR WOOD AND METAL. EMK 05/26/15 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 B: IEV.:-" SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1073 - 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALLBEDONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE SHEET FMA/AA_MA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS)�F_MAJWDMA 250(BQX-W-INDOWS),FMAJAAMAIWDMA 300(EXTERIOR DOORS) -__-- — —_1:20 - 6-OF=7= • j -_.... ,..„-• •-\ .,,,,,.. ,' .• / , . •' ,' , ,- ;, , . . ( , , • ' . : , : . , . • ^ f , , , , . MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE --.1 f---SUBSTRATE Cgag1198 la SEE TABLE I BY OTHERS [ a SEE TABLE 1 WINDOW SYSTEMS .11 , 1/4"MAX.SHIM MIN.EDGE DIST. i 1 SUBSTRATE , , r 1-"SM TgLEE0115T- SEE TABLE I I BY OTHERS 1900 SW 44TH AVE. r : ---7 SEE TABLE 1 OCALA,FLORIDA 34474 1 Ai 1/4"MAX.SHIM- ' I- WWW,CWS.CC SUBSTRATE BY OTHERS ..J1 SEE TABLE 1 I II i MIN.EDGE DIST. I SEE TABLE 1 I 0 MIN.EMBEDMENT '111PJ _____I It_JI 1L • - 1 615013VC PERIMETER SEALANT 440 SEE TAB1E INSTALLATION ANCHOR / BY INSTALLER 0 SEE TABLE 1 .i, r -1. PICTURE WINDOW INSIDE AND OUT . r MIN.. - EMBEDMENT SEALANT BEHIND - nr----1 _,_iiii'_' JI___, SEE TABLE 1 IMPACT I FLANGE BY-INSTALLER 1 IlidlE I/4-MAX.SHIM ,--J 1— [ I fldi BY J - • 6, ra===Tr 111-,d1 -0 I -PERIMETER SEALANT INSTALLER I I-I PERIMETER SEALANT < a I INSIDE AND OUT I-- BY INSTALLER li') ,.......• i —- INSIDE AND OUT -INSTALLATION ANCHOR -SEALANT BEHIND SEE TABLE 1 al FLANGE BY INSTALLER SEALANT BEHIND (I) FIN BY INSTALLER INSTALLATION ANCHOR H Z 7 HORIZONTAL SECTION D HORIZONTAL SECTION 0 SEE TABLE 1 — CT) TYPICAL JAMB ANCHORAGE 7 TYPICAL FIN ANCHORAGE . HEAD AND SILL SIMILAR FOR FIN INSTALLATION • 21L.J 2 I ct 1-• E 11 Li D CD W 1 - -91 II r-1/4"MAX,SHIM SEALANT BEHIND 111 ,- FLANGE BY INSTALLER VilimiimmaiI t.otitt aaaa 888 4,., ._. 4:40'1010 141 71.,, _ ,r , 1 ... ......„,....ei,.,..1, Se,.°7v\C'"e1.231. PERIMETER SEALANT---- 'N / MIN.EMBEDMENT - :: BY INSTALLER .."--•-.i• No 58201 .•13% 4 .SEE INSIDE AND OUT I •:. _I : : * • r. _ .•-0• :cc r. 1 nb,J :13.. STATE OF SUBSTRATE BY OTHERS , I -lc—---'1 .' , •1/./Z• SEE TABLE 1 • 1 MIN.EDGE DIST. ••...C•••••-• F**/ `'• .4.0 R+0...c.,••:. SEE TABLE 1 li,Onrmomm-r, .,S., ...........•k„,‘ ,,,,,• SEALANT UNDER SCREW- A VERTICAL SECTION HEAD BY INSTALLER . i Fr 7 TYPICAL SILL ANCHORAGE ............................. . 6/8/2015 .. . . . • , . • , . . TABLE 1:APPROVED INSTALLATION FASTENERS . 1 r, LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR.TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 ""l FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" . . 1239 JABARA AVE, FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"I1W TAPCON 1" 2" PERIMETER SEALANT 7 NORTH PORT,FL 34288 BY INSTALLER PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' INSIDE AND OUT lei-IORIZONTAL SECTION LA -SFIE-EY131TairrrtioV-------- FNGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" 7 BOX FRAME INSTALLATION 3/16"11W TAPCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G.-.0OR ELCO ULTRACON.55). 1-3/8" 7/8" INSTALLATION DETAILS • 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: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD ' #10-16 HILT1 KWIK-FLEX OR 11W FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 05/26/15 (33 KSI YIELD MIN) . TEKS SELF-DRILLING SCREW THRU 0.060" tigr--- -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1073 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: .. SHEET FIN,- 2X MIN SOUTHERN PINE(0-9.55)- #8 WOOD SCREW. 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. - - - LP-----_ 70F7---_- -— ........_ • . , • , , • , , . , ,, • , , • , , , , , , • , • , •, , ,, • . '.., , ,, : ,• • , , , • , 1 ' -..i] -, r •- I , ,, , ,,,,,_ , 1 ' ,