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Home My WebLink AboutProduct Approval Florida Building Code Online Pagel of 3 y 01da C'C'PartnlerO SCIS Home Log In I User Registration Hat Topla Submit Surcharge Stats a Facts ; w,.i!,s^ .c € ,.. ;' <,,.._ t... .., r.,.t { Search u��[1"j1�esN. Product Y IC I r USER:PUNIC U�r7Vai Regulation , s Product Approval Menu>Pmdutt or Ps�,oilcalfiFn Search>ADQUotbo!iat>Application Detail air FL# L13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Custom Window Systems Inc, Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EZ 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 Certiflcations,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Chi Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COS EvafRep CW-q-3736 tPW-8300 120x48,IMPI.ndf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.21A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb11FEH60... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 SummaSummary of products FL# Model,Number or!dame Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 721. Limits of Use Installation Instructions Approved for use in HVHZ:Yes EI.13011? R3 II CWS-4338(PW-8159 36x72 IMP),odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other:PW-8150,36"x 72",OP=+/-75 psf.Large Missile FL13010 R3 AE DuPont PUB NOA 13-0.129 27 odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvaiRep CWS-4335 fPW-8150 36x72, Glass complies to ASTM E1300-04. IMPI.odf FL13010 R3 AE Quanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes 813010 g3 Ii CWS-5108(PW-8150.CONTHDSL, Approved for use outside HVHZ:Yes IMPI.Pdf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+67.51-67.5 Created by Independent Third Party:Yes Other.Large Missile,Dp=+1-67,5 psf,Max.size 74 1/8" Evaluation Reports X 72".Outer lite must be safety glass above 30 ft.In HVHZ. FL130,1,0 R3 AE DuPont PVB NOA 1 -0122.27..nd€ Glass complies to ASTM E1300-04. FL13010 R3 AE Eva1Rep.CUS-510B(PW-8150. C0NTHQ5j,IMMP),od FL13010 R3 AE Ouanex(Mikron)N,QA 12-101 07 2,odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(PW-8300, 120x48,IMP).ndf 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:PW-8300,120"x 48",DP=+/-70 psf,Large FL13010 R3 AE DuPont S('P NOA 11-0624 (Z2.ndf Missile Impact.Glass complies to ASTM E1300-04. FI13010 R3 AE EvalRepCWS-373B{PW-8300, 120x48. IMP. df FL13010 R3 AE Ouanr2x(Mikron)NOA 12-1017 02.pdf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Rxed Window PW-8300 PVC Fig/Fln Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 li CWS-159D(PW- 00.72x76.IMP).odf Approved for use outside HVHZ.-Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design pressure:N/A Evaluations(deports Other:Large Missile Impact,See Installation Drawings for FLi 3010 R3 AE DuPont PVB NOA 13-0229 27mdf Max.size and DP's,Outer lite must be safety glass above 30 FL7.301(t R3 AE DuPont SSP NOA 11-0624 02.odf ft.in HVHZ.Glass complies to ASTM E1300-04. FL13010 R AE EvWB&p CW5-154D{PW-8300,72x7¢ IMP FL13010 R3 AE Quanex{Mikronl NQA 12-1(}]7 02,pdf Created by Independent Third Party:Yes Hack Near Contact Ls:;1940 Norlh Rf+�ye Strom lallahay&p Ft M99 Phone,860r407.111 The State of Florida IS an ANEW employer.Lonvrtaht 2007-2013 State of Fiaride,::P&Av y„lgtrnent;;Pc_rF,Ibl3ltY St?+te�nt:; iPHp^St,^,M http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 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 mall.if you have any questions,please contact 850.487.1345."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licanseas ficensed under Chapter 455,F,S,must provide the Department with an email address if they have one.The emars provided may be used for oMclal 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 hero. Product Approval AcceplLn .V:eUrA 1rr'L}rlc a .lam' http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 - URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 1:59D April 18,2015 Product Description: Series 83OU PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5(DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 40 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'b Edition(2014)Florida Building Code including the HVHZ. 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-159D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-1 A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA I OI/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: ® May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.02'in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.276 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 51 Ed.(2014)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. 1 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. �619�ffi6m0&dtf �s'm%%t !AOREIV fir`® .�: Na 511201 �A�p mei '�a 4/18/2015 S`EAT?E. F .,411 Lucas A. Turner,P.E. �;1�';':; -(ORI P®°`�;m FL PE#58201 ®r.► .... ... ®ti ``-O/ONAe®® *,�% Lucas A.Turner 2015-04-18 22:13-04:00 ................................... ......... ............................ .................. PICTURE WINDOW - LARGE MISSILE IMPACT 1,THE PRODUGT$HOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FDO),CURRENT ammmum is EDITION INCLUDING THE HIGH VELOCITY HURnINCANE ZONE(HVHZ) 1900SW44THAVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1)IMPACT USE AS I OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWw.CWS.CC 49 lir 73 1;4* .................. 2.GLAZING OPTIONS:(WEE SHEET 3) MAX OVERALL FLANGE WIDTH KW.OVERALL FLANGE WIDTH sm PVC 48' 72, .............. 3.CONFIGURA71ONS:'V. ARCHITECTURAL SHAPES INCLUDE,BUT ARE MAX UNIT WIDTH MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW .............................— 69 1/8. ........................................ 4.DESIGN PRESSURE RATING: IMPACT GLASS OLD r GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A T ------------ GLASS TABLES ASTM E-1300-04. 777�Ji -POSITIVEDES GN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 5-1300-04, - 115, 6 LU w 77 TZ 1w S.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR OVERALL DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD 737;4- I i FLAN a;;rFLANE GANCHOR CALCULATIONS, z MAx H HT ov nALL O F11 NGE B B f HEIGHT 76!' m&PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS=RS ARE NOT REQUIRED. z 0 ul 'JAX Ir UNIT 0 1 7,ALL FRAMES ARE FULLY WELDED, MAX HEIGHT UNIT S.SERIES DESIGNATION PW-8300. HEIGHT 73 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: GLASS 0-FIXED SASH. 69 lie, OLD 12 C') in GLASS zi CLO I a 10.SECTION CALLOUITS APPLY TO ALL ELEVATIONS INA SIMILAR -A LOCATION. % No 50201 I)ia .. ............... __- ---- -- ------- A 1 A-IJ Lucas A Turner 2015-04-11 %,pSTATP OF j'tum 15:04-04:00 gy^'tn''kr o R to W. M, 4111/2015 LUCAS A,TURNER,P.E. FL PE 0 58201 1239 JABARA AVE. NORTH POST,FL 34288 PH.941.W-1574 TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS- I LOCATION MAX IINITRI711= PR-E RATING IMPACT RATING BRAWN 9Y."--DATE: ARCHITECTURAL SHAPES...................2 GLAZING DETAILS.................................3 ANY 48"x 72" +/..55 PSP SECTION VIEWS....................................4 AIDE 051OW7 ow.d.K — EXTRUSIONS&B.O.M...........................5 NON-HV 121'x-161, LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES.. 6-7 1 CWS-159 D INSTALLATION DETAILS.......................6 <;--'HVHZ +/-67.5 PSF WE' SHE-E-f— ................................... 1:20 1 OF ............................. .............. ................__ .................... ..........- 1 WINOM SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ............... 8300 PVC PICTURE VANDOW IMPACT 9 51: 5; ioz L.U. . ......... w Le 41 I ---------------4-1'OVERALL --1'OVERALL I-- ..........W16*ANNEALED as TEMPERED afiv HEAT STRENGTH of TEMPERED —112'All"ISPACE 3'0"AIRSPACE cl —6116"LAMINATED --7/16'LAMI GLASS ILLI rr IIEV ANNEALED —3116*HEATSMENGTH .000 DUPONT Pvs!NTPRLAYER 1/9"AN'EALED 090 SENTRY GLASS IONOPLAST INTERLAYER WW HEAT STRENGTH N PURFECTGLAZE"H" PURFIECTC-LAZEw 6 SIKAFLEX 552 81KAFLEX 552 ❑ IW GLASS BITE ❑ V2-GLASS SITE .......... 7 7 No M201 STATE OF oo. . . . .t . GLASS TYPE A GLASS TYPE B LUCAS A.TURNER,PA2. FL PE A 58201 1239 JASARA AVE: NORTH PORT,FL 34268 PK 941-380-1574 "9H—FF7 161209RZfr- GLAZING DETAILS GLASS MAX SIM ORA4VNG: TE; TYPE W x H ADE 05/05/07 DP+/-55 A 48 X72 R v, CWS-169 D DP+/-67.5 B 72 X76 --SHEET ...................... .................... ............... 3 OF a 14'MAX,Q.C.(tYP.) 4-MAX.(fYRI -' 8"MAX.0.0.(TYP.) YJINDO}Y SYSTEN$ 6'MAX.(TYP.)—.........�. SEE NOTE 2 4"MAX.(TYR)� � SEE NOTE 2 1943 SW 44TH AVE. S'MAX.(TYP.} OCALA,FLORIDA 34474 ...._I — --- _ WWW.CWS.CC I 1 I I 8300 PVC i I I MAX j PICTURE NDOW —INSTALLATION INSTALLATION t ANCHOR(n P.) IMPACT MAXO.C. I I ANCHOR(TYP.} I f (TYR) I I ......._. _ w o o > �ti1 ! g I ( s Ia z Lu i I S ai a uyi I iisN I I I cc 1 I I n R 5 F ---------- a W b a D y w > > > >. ❑ ANCHOR LAYOUT-(FLANGE) ANCHOR LAY=-(FIN) i DP al-55 PSF DP s/-55 PSF ....... I 6 Q m C 00 aoa,�,®g�°°Pc1DRE��p°°sapf��r �`�UY�•LIG N�•x`��(.:7r�rs ' No 58201 L 1+= NOTES: .7t. 6TAT6 OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION_ANCHOR SPACING APPLES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ��✓fid+ a °Q°`�a°" 2.SHIM AS REQ AT EACH H DENSITY PL ANCHOR USING LOAD BEARING ARE N. MAX.ALLOWABLE SHIM STACK TO BE 1l4 USE SHIMS WHERE SPACE GREATERTHAN 1116'IS PRESENT. LOAD BEARING SHIMS SHALL BE iCONSTRUCTED 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 i,SHEET 8. 411112015 —� 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. 1 BE PROTECTED TO PREVENT REACTION. FL PE#58231 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WLTi-1 STRENGTHS LESS THAN THE MINIMUP+1 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEETS. PH.941-38D-1574 liHEET['I;u RIPTI ''-- 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 INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES II 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. di of lE: ADE Q5105fQ7 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 SLIOWN IN TABLSI,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, CWS-159 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: FMAJAAMA 100(FIN WINDOWS),FMAAAAMA 200(FLANGE WINDOWS), FMAIWOMA250(80X WINDOWS),FMAJAAMAJWDMA 330(EXTERIOR DOORS) SHEET - _ '--- ti QF 8 ............ 4"MAX(TYP.) •8-MAX.O.C.(TYR) $ 6'MAX(NP.) ) 7578"MAX,O.C.(TYP,) .._-$EE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 1900 SW 44TH AVE. 8-MAX.(TYP.) WWIAWS.CCA34974 i [ Ll if 8m(RVC PICTURE WIND DW 7 8+8" I I MAX D.C. MAXO.C. I (TYP,) I I IMPACT � (TYP.) INSTALLATION I INSTALLATION I ® I ANCHOR(TYP.) I ANCHOR(TYP.) t ® I tLiY W W ,. Q m 9 I i i to I I I i ANGHOR LAYOLfT_ FIN, __. ANr,HOR LAYOUT- FLANGE) ( DP af•65 PSF DP d-65 PSF `m nAlDaREIV°r J G E NSF�'P,y°�® 58201 i NOTES: ��i BrATe BF 'w 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. `"®�t�'�p•t Q A 1 Q��° yBj`SapW '; �®s 12.SHIM AS REO AT EACH INSTALLATIONANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1l16°IS PRESENT. LOAD BEARING SHIMS SHALL BE I CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. � I 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEETS, _ 4111/2015 _ 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, S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34286 SPECIFIED IN TABLE 1,SHEET B. PH.941-380-1574 SHEET DEW01-*N: ............ S.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. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR.SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM GENTS-R-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR MASONRY,1^FOR WOOD AND METAL DRAWN SY:- DATE: ADE asra�ra7 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: RE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 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: --'SHEET FMAIAAMA 100(FIN WINDOWS),FMAIAA.MA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAMWDMA 300(EXT>RIOR DOORS) _ 1:20 7 OF 8