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Building Permit Application
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: „( ' di.�'� Permit.Number: C;t44.y(3 ) r RECEIVED Y D Building Permitppa'icat:io :_ FEB 2 0 2020 Planning and Development Services Building and Code Regulation Division ST. Lucie County, Permitting 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (7.72) 462-1578 Commercial Residential PERMIT TYPE: PRQPOSED IMPROVEMENT LOCATIQN_ Address: 519 BANANA LN,FORT PIERCE,FL 34982 Property Tax]D:#,:3410-503-0310-000-8 Lot:No. Site-Plan Name: Block No, Project Name: JOSEPH&MARRY KANE DETAILED`DESCRIPTION Q'F WORK Replace 9 Windows CONSTRUCTION INFQRMATIOIV Additional workto be performed. under this permit—che&,all that apply: _Mechanical _Gas Tank Gas Piping _Shutters _Windows/Doors _Electric _Pl.umbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.&First Floo-r: Cost of Construction:$ 10,000 Utilities:. _Sd.wer —Septic Build ing�Height: ,0y'0 u . r ;CaNTR}�CTOR: a NameJOSEPH&MARRY KANE Name:DAN BECKNER Address:519 BANANA LN Company:PARADISE EXTERIORS LLC City: FORT PIERCE State:FL Address:1918 CORPORATE DR Zip Code: 34982 Fax: City:BOYNTON BEACH StateFL Phone No.772-882-4944 Zip Code: 33426 Fax: E-Mail: Phone No 561-732-0300 Fill in fee simple Title Halder on,next-page,(if different E-Ma:ilparadiseexteriorsllc@gmail.com from the Owner listed above) State or County License SCC131150472 If value of construction Is$2500�or`rrore;,a:RECORDED Notice,of Commencement;is:;required. If value of HVAC is$7,500 or more;a RECORDED Notice of Commencement is'required. SUPPLEMENTAL CONSTRUCTION L`"I,EN:LAW INF{7RMATI{�N"� ` 1 �tR F DESIGNER/ENGINEER: _,Not-Applicable: MORTGAGE°COIVIPANY _Not,Appllcable Name: Name: Address: Address:- City: ddress:City: 'State: City: State-- Zip: Phone Zip: Phone, FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY:, Not''Applicab e Name: Name: Ad d ress: Address, City: City: Zip: 'Pho.he: Zip: ,Phone: OWNER/ CONTRACTOR AFFIDVIT:Application'is hereby made-to.obtain a permit to do the•work and instaflation as indicated. I certifythat.no work:or installation,has,commenced prior-to-the issuance:of a permit.. St.Lucie County makes no.representation that-is'granting•a-permit",ll,authorize,th'e,perr7iit holder:•to'buildthe subject structure which is in conflict-with anyapplicable�Home Owners Association'rules,bylaws orand,covenantsth-at may,restrict or prohibit such structure.Please consult with your Home Owners Association and reviewyour deed`for.any restrietions.which ma.yaapply. In consideration of the granting of this requested permit,I do hereby agree that l will,in all respects,.perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie'County Amendments. The following building permit applicationsare exempt from undergoing a full concurrency-review: room additions; accessory structures,swimming pools;fences walls,signs;screen rooms and:accessory uses to.another non-residential use. "WARNING TO OWNER: YOUR-FAILURE'TO RECORD A NOTICE OF_COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO. YOUR PROPERTY. A NOTICE OF.COMMENCEMENT MUST BE RECORDED.<•AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU.,INTEND;TO,:OBTAIN FINANCING;:CONSULT WITH YOUR LENDER OWAN ATTORNEY BEF,OREI RECORIANG:YOUR NOTiCE'OF-COMMENCEAtNT:A tSig' at a of O ler/",Lessee/Co'nt'ractor as;A" ":for:-Owher' Signator ,.of Co°ntracfo " leen"se.Holder STATE OF FLORIDASTATE OF FLORIDA COUNTY OF G/ I ' Q COUNTY OF__QICIAVYL The fo oing instrume t w s acknowled before me The forgoi'ng'instru,ment,was.acknowledged before me this L�day of_— ,20 by this IL day of—Z ---_,20�,by Name of person makin/statement. Name of person makingstatement. Personally Known. V—OR Produced Identification_-- Persohally'Known_✓/__O'R'P..roduced Identification--- Type of Identification Type of Identification Produced Produced -- -- :211-------------— (Signatu'rd:of Nota 'ruk3lirc= (51'gnature of Notary;Publl 'I fl, I ggERLYMARIE CASA Commission No. WJAAE',� D• FJOWELL Comrriission'No. ma' MY OM ISSION#GG 20576ISSION#,GG916937S:April 10,202PIRES:Septem ber 26,2023 Bonded Thro No 2 fM Public Un REVIEWS FRONT ZONING SUPERVISOR FLANS VEGETATION' SEA TURTLE MANGROVE COUNTER 'REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. ing Size Open 4 F (wXH) 1 :FL15780 8 ,� � 36 x 61 jDOUBLE HUNG) r 40' 2.-°FL15780 8 36x 61 - jDOUBLE HUNG);,Y FL15780 8 25 x 37 (DOUBLE HUNG) Q oN E 4 FL15780 8 36 x,61,, W N a 4 5 (DOUBLE HUNG) N; 5 FL15780 8 36 x 61 H EGRESS EGRESS (DOUBLEHUNG) „ ` LU �1 0 6:'.FL15780 8 ry 36 is 37 W W v BED 2 �=?` ;a _(DOUBLE HUNG)`r �/ L� ± Y T FL15780 8 26 x 61 J ny L?in (DOUBLEHUNG) {{�^ Ns� 8 ,FL15780 8 - 26 x 61 > =(DOUBLEHUNG) 9. FL15780 8- 36 x 61no (DOUBLE HUNG) r KITCHEN 6w �? 01 r m t 3 BATH 1 5 3FD � t r} � DINING 'r n; g W Z cq lot M TW � C 8co Q Z u Z LLJ ® 06 BED 1 L EGRESS EGRESS W um 2 1 O O 1, '« ' COPI'RIGM E•TEIdPEAT.COR �g. SCALE: 'sk NOT TO SCALE DATE: -, Feb 17,2020 PAGE DESCRIPTION: Site Plan PAGE: OF A 1 r t ✓ x _ 'FEB 2 6 2020 -sr. L ucie Count Y, Permitting SCC131150472 Property Information Building Information Owner: JOSEPH&MARRY KANE Wind Zone: 170 MPH. j Address: 519 BANANA LN Exposure Category: C FORT PIERCE,FL 34982 Minimum Building Dimension: 40 ft. i Mean Roof Height: 12 ft. Risk Category: II lot Design Pressure Calculations I LOpening Location Device Device Device Max Positive Max Negative Number Zone JL Width(in) Height(in) Elevation(ft) Pressure(pso Pressure(psi) 1 Int 36 61 7 36.8 -40.0 2 End 36 61 7 36.8 -48.5 i 3 _ Int 25 37 7 37.8 -41.0 4' End 36 61 7 36.8 48.5 5 _Int 36 61 7 36.8 -40.0 6— Int 36 – 37 7 37.8 -41.0 7 hit 26 61 7 37.6 -40.8 8 Int - -26 61 7 37.6 -40.8 --.............---............................................... _.-._............._... --- _ _....._......-- ---- ---.................- --- ----.._.-.. 9 Int 36 61 7 36.8 -40.0 i rpm= dr%ODV FILL Prepared in accordance with:ASCE 7-10,Chapter 30.WindLoads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT Permit# : Property Address : 519 BANANA LN Contractor : PARADISE EXTERIORS Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors,Fixed Glass, Windows& Skylights Opening ID Product Model Manufacturer Glass Description IAttachment Method Building Design Product Design TY e,Size,Spacing&Embedment Pressure Pressure 1 BARCELONA DOUBLE HUNG DH301 SOFTLITE 7/8"LAMI IG 1/4"TAPCONS,6"E.D.,10.5'O.C.,1 1/4"MIN.EBDMNT. 36.8/40.0 55 /65 p BARCELONA DOUBLE HUNG DH301 SOFTLITE 7/8"LAM[IG 1/4"TAPCONS,6"E.D.,10.5"O.C.,1 1/4"MIN.EBDMNT. 36.8/48.5 55 /65 3 BARCELONA DOUBLE HUNG DH301 SOFTLITE 7/8"LAMI IG 1/4"TAPCONS,6"E.D.,10.5"O.C.,1 1/4"MIN.EBDMNT. 37.8/41.0 55/65 4 BARCELONA DOUBLE HUNG OH301 SOFTLITE 7/8"LAMI IG 1/4"TAPCONS,6"E.D.,10.5"O.C.,1 1/4"MIN.EBDMNT. 36.8/48.5 55/ 65 5 BARCELONA DOUBLE HUNG DH301 SOFTLITE 7/8"LAMI IG 1/4"TAPCONS,6"E.D.,10.5"O.C.,1 1/4"MIN.EBDMNT. 36.8/40.0 55/ 65 6 BARCELONA DOUBLE HUNG DH301 SOFTLITE 7/8"LAMI IG 1/4'TAPCONS,6"E.D.,10.5"O.C.,-1 1/4"MIN.EBDMNT. 37.8/41.0 55 / 65 7 BARCELONA DOUBLE HUNG 131-1301 SOFTLITE 7/8"LAMI IG 1/4'TAPCONS,6"E.D.,10.5"O.C.,1 1/4"MIN.EBDMNT. 37.6/40.8 55*/65 8 BARCELONA DOUBLE HUNG DH301 SOFTLITE 7/8'LANA IG 1/4"TAPCONS,6"E.D.,10.5"O.C.,1 1/4"MIN.EBDMNT. 37.6/40.8 55 /65 9 BARCELONA DOUBLE HUNG DH301 SOFTLITE 7/8"LAMI IG 1/4"TAPCONS,6"E.D.,10.5"O.C.,1 1/4'MIN.EBDMNT. 36.8/40.0 55 /65 \L B Lucie Count(, P ermittipp Opening ID Model# Manufacturer Attachment Method Building Design Product Design Type,Size,Spacing&Embedment Pressure Pressure MULLIONS ROOF SIDING SOFFIT HURRICANE PANELS LESS THAN 6' SPAN HURRICANE PANELS 6' OR MORE- NEEDS ORENEEDS TO BE PERMENTLY INCORPORATED INTO THE PLANS. drive g;building;forms;produet preview affidavit new 7/17/03 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING (Location) IS THIS A PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOWTYPEACCEPTANCE TESTED OPENING MULLION SHUTTERS. NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ YM . REQ Y/N/NA 1 Int Window 718"Lan,ilG FL15780.8 55 65 36.8 -40.0 54,06.5 36x61 YES No 2 End Window "LamiIG FL15780.8 55 65 36.8 -48.5 14x76.5 36x61 YES No 3 Int Window 718"LanillG FL15780.8 55 65 37.8 -41.0 54x76.5 25x37 No No 4 End Window 7/8"LamiIG FL15780.8 55 65 36.8 -48.5 54x16.5 36x61 YES No 5 Int Window 718"LaniiIG FL15780.8 55 65 36.8 -40.0 54x76.5 36x61 YES No 6 Int Window 718"1- 1mi'G FL15780.8 55 65 37.8 -41.0 54.76.5 36x37 No No 7 Int Window 7B"L-A Ir' FL15780.8 55 65 37.6 -40.8 54x76.5 26x61 YES No 8 Int Window 7/8"Utni'G FL15780.8 55 65 37.6 -40.8 54.76.5 26x61 YES No 9 Int Window 718"LamiIG, FL15780.8 55 65 36.8 -40.0 54x76.5 36x61 No No FEB 2 0 202 ST. cie County,permitting 1 Florida Building Code Online `s ` } ;` fid* E = krl�tlWkki`+SF•! { ` .. � a 7 i. ax'�&" �, x - ' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&`Facts Publications Contact Us BCIS Site Map Links Search' r'da . . a: " � ;Product Approval FUSER;Public User Product_Approval Manu>Application Detail FL# FL15780-119 4 x Application Type Revision J= FM Vic N ` k Code Version 2017 3" Application Status Approved w � " Comments 7. = Archived p Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com fe Technical Representative RECEIVED Address/Phone/Email Quality Assurance Representative FEB 2 0 2020 "= Address/Phone/Email. ST. Lucie County, Permitting Category Windows . Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received J; Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. M 0 Validation Checklist- Hardcopy Received Certificate of Independence FL15780 R9 COI d)Certificate of Independence.odf , " Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2011 R AAMA/WDMA/CSA101/I.S.2/A440 2005 t ASTM E1886 2005 ASTM E1996 2006 A ASTM E1996 2009 TAS 201, 202, 203 1994 https://w%v-%v.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgt3cISAInEOW6yPiCnocELlutenknQR5cQUe6y%tivOg5lLg%3d°/`3d[1/15/2020 7:00:07 PM] Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code s, Product Approval Method Method 1 Option D Date Submitted 11/21/2018 Date Validated 12/11/2018 tDate Pending FBC Approval 12/16/2018 r Date Approved 02/19/2019 Summaryof.:Products w �- ,v Model,Number or Naive t Description���' ' r �+ € ns� a�< ern t 15780.1 a. "Imperial LS DI-112" Double Hung Extruded PVC Double Hung Window-(X/X Configuration) y Window Limits of Use Installation Instructions f Approved for use in HVHZ: No FL15780 R9 11 (a)Inst 15780.1.Rdf r� Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ` Other:See INST 15780.1 for Design Pressure Ratings,any FLt_5780 R9 AE (oval 15780.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15780 2 ` ` x x +b' S40QwDH54(G5405)"Double Extruded PVC°'Double Wung 1Nlndow (X/X Configuration) .' µx Window Y ,Hung Limits of.Use k Installation Instructogs . Approved for use m HVHZ Not �~ FL15780 R9 11 (3)Inst`15780 2,Rdf' F Approved for use outside HVHZ ryes Verified By''Lyntlon F Schmidt,P E 43409 1 InpactResistantNov Createdby IndependentThird,PaYes '" :Design.Pressure N/A f r -- Evaluation,Reports , �' s w Other S,ee INST-157802for Desi n Pressure Ratm somans FL15780R9=AEEval 15780.2.odF " acJdltlonal'use"limitations, Installation Instructions and product, Created by`-IndependentThirci Party ryes particulars. 15780.3 c. "5400 DH54(G5405)" Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window sem . s Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R9 II (a)Inst 15780.3.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL1.5780 R9 AE (b)Eval 15780.3.pdf _ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ,, 15780 4 d:'5300 DH53((35305),'1 Double N Extrudetl PVC`Double Hung Window (X/XConfiguration) Hung Window r Limits ofnst ,Use fi ` Iallation Instructions ; xPr.' r J �, Approved for use in HVHZ No $ as EI 15780 R9 II (a)Irtist 15780 4]idf 4 a a , ~° Approved for use outside HVHZ Mesa r " x Verified By.,Lyndon F";Schmidt, P E 43409 ` Iinp act Resistant No Created by Independent Third Party Y.es `Design Pressure N/A Evaluatiori'Reports ! k* ,Other.-See INST 15780 4 for Design Pressure Ratings any FLi`5780 R9 AE (,1 Eva115780.4.odf additional use limitations,installation Instructions and product, Created by Independent Third Party Yes v particulars a ' .`- 15780.5 e. '5300 DH53(G5305)" Double Extruded PVC Double Hung Window-(X/X Configuration) F. Hung Window k Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R9 II (a)Inst 15780.5 p-df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https:/hr,ivw.floridabuilding.org/pr/pr_app_dtl.aspx?panun==%vGEVXthvtDgt3eISAInEOW6yPiCnocELkucnknQR5cQUe6y%,%vOg5lLg%"3d%3d[1/15/2020 7:00:07 PM] Florida Building Code Online R Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratings,any F 1 780 R9 A (b) Eval 1578O.5.Ddf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. + 15780 6 f Sene Barcelona Model 'DH3OI' Extruded PVc,Double Hung'Impact'Window, Missile Level C' COnfigUratiO�) F e,• Limits of Use R p Installation=Instructions - Approved for use in HVHZ�No fix �' - � �L1578O R9"'II (�}Inst 1578O 6 gdf Approved for.use outside HVHZ.''Yes VeriPjed,ey: Lyndon F.Schmidt, P.E. 43409 pact'Resistant Yes Created by`Indeperident Third Party,Yes xDesign;Pressure.aN/A Evaluation Reportsg^ M „Other.S,ee INST1578O 6 for Design Pressure`Ratings„any h F 780 3R9 AE (b) Evan-15780 6 Ddf�: ad�dltional'use limitations, installation instructions and'iproductCreatetl by Independent Third,Party Yes parElculars•` w' 15780.7 g. Series"Barcelona”Models"DH3OI" Extruded PVC Double Hung"Impact"Window, Missile Level "D" &"DH3OPI" -(X/X Configuration) # b Limits of Use Installation Instructions Approved for use in HVHZ: No F 1 780 R9 II (s)Inst 1578O.7.pdf b *� - Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 " Impact Resistant:Yes Created by Independent Third Party: Yes <. Design Pressure: N/A Evaluation Reports Other:See INST 15780.7 for Design Pressure Ratings,any F 1 5780 R9 AE (b) Eval 15780,Z pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. � - 15780 8 h.,,Series"$Barcelona" Models DH30I" Extruided PVC Double'Hung,"Impact Window, High Velocity y &� DH3OPI' Hurrlcane Zon"e f(X/XrConfiguration) Limits of Use t � Installation Instructions: Approved for use m HVHZ Yes4 `' FL1578O R9'II (c)Inst1578O 8 Rdf,•` s..y Approved for use,outsid'e HVHZ Yes Verified By,,,Lyndon F-Schmidt, l E '43409 „ RImpactResistarit Yes `> _ ` Createdby�Independent ThirdParty Evaluation Reportsa ' wOther See INST.1578O 8":for DesigCi Pressure Ratings, any f; FL`i578O, R9 AE (h`Evafd578O 8 Ddfl_ . A additional.use limitdtions,;`lnstallation instructions and product' Created by Independent Third Party:, es r particulars: r �:r 15780.9 I. Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact"Window- (X/X �K &"DH3OP" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No _FL1578O.R9 II (b)Inst 1578O.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party:Yes z ". Design Pressure: N/A Evaluation Reports • Other:See INST 15780.9 for Design Pressure Ratings, any F115780 R9 AE (b) Eval 15780.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes " t particulars. 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 �y1 r a j rz 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 ' d 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), �yqa. 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 emaiis �` 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 1 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. $rti9. N. Product Approval Accepts: s credit card i Safe https://x%,Nviv.floiidabuilding.org/pr/pr_app_dtl.aspx?pararo=wGEVXQwtDgt3eISAInEOR,'6yPiCnocELknenknQR5cQUe6yt,NvOg5lL8*/"3d°/*3d[1/15/2020 7:00:07 PM] R W Buy Iv CbnSwtaD% E . W Consulting and EngmeWng Services for the t3uildingTndusCry' r( _ AP;Box230V—A! ,K33595 Mci dl3ftij9�,' v 'FliiridaBoaid`.nfP.tofes`9iouaLEnbineers:Ceilificatcoftluit�or7iatiomNo.;9873 du ' ' / it product, Sao Gate; ry o Manufacturer- Cafegory g ProductName Soft.Lite L'LC � Barcelona' 1025o;Phil� y _.�__ _ VNlndows: UoubleAung ' pp Parkwa Mod`el''DH301":&"DH3DPl'° Streetsboro,Q 44241s Double Hung,Wind'ow' (330):528=3400,. Scope:: Prod uetEvaluatlon;(pp ottlssuedbyR:WBuI(d)ngCortisultanfs;Inc &L"yndon.F.!Schmdt,.P,.E.,(Systein'IQ# f:998)forSoft Lite=LLC.,ibased on Rule=0,hapier.Nb:B1;G2.6=3,Method 1D df the Stab of Florida Product�4pproval,pepartment3of Bu`§inessi&professional F�egulatort, y ' Ow,Building Consultarits acrd Lyndon p_Schmidt,!P,E r(o not.l aye nor`yvdi acquire frim tial interi;st.m itlae company manufac(uring,or,distnbuting:the?product or'in.any=other entity'involved in the approval;process of the produ&tnamed herein:. Lir►itations 1E,-This product has.peen evaluated qqd lsf lnicorapliartce yyiti the 6th Edi#loci{2017)Flond9 Bufltlmg bode,(FBG)•structural reqpit emerifs,, including'the°High:Velocity Hurricane'Zone" 2: product anchois shalijbe;as listed and is,Achembe6hto base terlshallbbyoodel nd wall:dressingspace orstucco. 3•. Vllhen Used IrI', IVHZ",this product complies withSccton 1826 ofithe.F,BG';anA+does not require an impact resist tcovering,; 4 For 2x.stud framing construction,anchoring of these unify shalt 6 the=same as that shaven f.6 2X tiuek masonry construction.. `6 Site conditions that deuiate from Ahe defails:o'f&awing FL45780:8 require furtherengineering an- lysispy,a licensed engineer;or registered architect;. 6;,This.product3meets tn"e water lnfttratioii i'eaulren1211ts ior'�NUHZ;°, 7 See;drawing,FL-T5780,.8 for size liand design pressure limitation&i. :Supporting-Documents: 1', ;Test=Report No's TdAStandardTesting Laboratory !Signed by, TEL 03001734; ' T,AS 201 -Q2-&2Q3-%4 Testing Evaivabon=Lab,,Inc 'Lyndon"F.Schmidt;:P,:E: TEL 13300222Q T520[,;202,1 203=94 Testing 1_valuatlon<La1;;lnc. VVilliam,a`::Shelton; P':E. 2. Miami-Dade NOA: Materi'al's Tes'tinp 18-0301:05 Saflex°PVBInterlayer:(Eastman-Ghemica6Company) 15,05n.13. PVO Sdrusions:( sion!Extrusions Ltd.')' 3 Drawmia No Prepared b . $l_gnetl&Sealed bV; No Ft_15780:13` Ave Building-Consultants„Inc,(C�#9,813) �dy � j 1� � R Lyndon F Schmtdf;;P;jE'. 4 'Calculations Pratiared by ©�®®�, ° C ,i-s�.�' �� Signed&Sealed_by. d '0uck Anchoring, RW Building Consultants,I,hci.(CQ#9813) bb 'a Lyndon F,;Schmidt,P;Ei; �ASTM;E'1300'Glass Load Lyndon F.•Schmidt,`R`E. °' i�1'gt 3i.09. �r 5. :QualitV Assurance °! Certificate of Particlpation;lssued'by Farabaugh Eiiglneenng and' `Y'0 n a Testing;:Ing,certifying that Soft,Lite LLC Is.manuf_,acturing products ®'>� S iA$C: F m within a quality,assurance:prpgram i, at comp'lres-,,w the iSQ11EC.!� `-*���� x`� � ��j;�,�-d�` .Lyndon F.Schmidt,PA. 17020,and'Guide 53. Cd yw. FL.PE No�43409 Sheet 1=of 1 ��� N°�;1 ti” 1!/20/201$ \\,```," Mil, lilt, Ot Y 1 e �7IYL i3tg q'ualy,td.liglr£ Z o'c 10250 PhlipP Park-way o °z o.c .. Streetsboro,Otuo:44241 � $ro 9mc� yr< i� SEE CHARTFbR _ SEECHA[tTFOR V` t! "' m aaln: BARCELONA FRAMESIIET � � FRAME$Q6 � � 8 Model TH301" and TMOP11F �? va DOUBLE°HUNG WIND'(JIIV , N "IMPACT` �f fig Z X X z w oz " GENERAL'NOTES ' P T, �atuafied and.isqcm Bance iith=a6tEdition SIo Mn CodeporidaBln (FBGucralreu�ementsandudinfhe"HighVelo mcaneZone (fy(iZ� ' � IL q 2. Product anchors shalfbe asfisted;andspaced as-shown on details.Anchor embedment to base material shall be beyond wail dressing or stucco. a 3. When used.in the+"HYHE'if is productcompiieswith SeI4oaI426 of the f8C and does notJequ re an tmpactresistant covering. :v) 4.. For 2zstud framing construction,anchoring of these unifs'shali b6thesame as that W o $ shown`fobuckrdOnryconstruction. Mode(i9DH301" IlAodel"DH30PI," al al LL 5. Site conditions that deviate,from the details of this:drawing require further bengineptulg'analysis byaGcerued:engineerorregittered'architect. o ii o u 6. This product meets the water.rnfi tration requiiements fort-he"HVH£ to z YABLE'OF CONTENTS _ ^ac z a AMAX Y r ^o c � MAX,��,I, G4ASS �DEStGNPRESSU�(P5�}J"' SHEET DESGRIPlION_. N(ODEL T v q$fRAME . DLO esu z o o. g 1 Typical a votions,design pressures and general notes v` ,r1 ' DfMENSIUH „ L)IItQfNSiON1'PE `1 PbSrf1YE NEG/tT1YE w 4/_14 17 ._ x, 2 Horizontat.crosssecfions DH30r ;54.0"X.74:5" 4S.Wx33:87S' G7' +55.0 -b5.0 3 Horizontal aosssections " � sGua N_7.5. ° J, a 4 Verticdlcrass sections ._ __ - _ , m.vp JK m: 5.. Buck frame anchoring "DH30Pf` S4 0"X 74.5" 4625"x.33:50"' GI, +550 -65.0 beK.V. LFS 6 Componen ' e: nw�vnr rro: I Cr 7 Components ___. fL-15780.8 8 Bill of materials&glazing detois siltEt`aF..B. d R.AClientASoft-Ute Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)REV 2\FL-15780,6-8.dwg,2 r o oi�jo 313 N� Z O_ n 3a FT 0 N A n _ Z a w� ee- w=+ tNw tNa m N N O Z — A PH D � I� I;o O0 n Gj „MM,-Z i N 3 ❑ OWo N W Z Oa m m O 47 D Z I29 29 IM N W m Q �o 0 ° 0-A � 0 ❑ s 0 0. O _ V mm y 00 O to Nu.43M109 y'v PRODUCT: Documents Prepared By: :• SOFT—LITE WINDOWS Lyndon F. sahmtdt �i, •••Ai0fE11t:•�0;`�� IN I P.E No. 43409 ',i, cn� z ��hnnuttt PARTOR ASSEMBLY: BUILDING CONSULTANTS, INC. Io N 1 11 12 18 ADO ALTERNATE ENDUR SPACER LF'S P.O. Box 230• Valrleo• FL 33595 m m v NO DATE BY HORIZONTAL Phone No,: 813.839.9187 REVISIONS CROSS SECTIONS F'BPE C.A. No. 9813 ®2017 R.W.BuuDiNa tiaNHULTAN LB INC. B:\Clients\Soft-Ute PecmanertM-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(7017)REV 2\FL-iS780.6.8.dwg,3 Wa �? =Q v Q§0 _ •^A ' x o � U or 06 O A Z W W b W Q v IA m ° t N > Oe 4 \ 3� �z c n Q N 6420 O -0 W ,111111111//// a n i o PRODUCT: Dooumerda Prepared Or.'WV, F•�' ``� SOFT—LITE WINDOWS Lyndon F. Sehmtdt P.E No. 43409 w _ PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. x in 1 11 12 18 ADD ALTERNATE ENOUR SPACER LFS HORIZONTAL ""(71l P'0. Box.- 81 .659.9Voldeo7 33595 be NO DATE BY CROSS SECTIONS Phone No.: o. 9819.9797 REVISION FBP6 C.A. No. 9813 0 2017 R.W.SUILOINO CONSULTANTS INC. iL'\Ciiente&I't-Ute Pennanent\A-Florida Product Approva1s\FL-15780 Double Hung\C-Drawfngs\ft-15780(2017)REV Z\FL-15780.6.8.dwg,4 , i-1/4'"MIN, i-1t4 MiN. EMB.(TYP.) EMB.(TYP.) O m IO AN A..a rnrn < t' 70 oa as 0-� Z A ~• �0 .., •,j,' a.'a. T m p° 1-114 MIN. EMB.(TYP.) P F r N A a m �0 1.9b" N '< g �ro m W t-i1 '' D `C) X t yO•l np UZI o O z IA A (� • b` z Gf N � 7., a O �r0r0 •a'e.. EMB.(TYP.) m mem N W N M .O OD D � N N a A bt 17 . +O 0In" m Z oW A O N ,itlllll 11111/////i 1-1/41MIN, �A T No,43409 EMB.(TYP.) PRODUCT: 9ooumoilta Proparoa 19p 'r1 SOFT—LITE WtNDOW5 P.E. NLyndon E. Schmidt ••.GR1OR•' I A o. 43409 I/// ......*�``�. /�r �r �' vt o z ++++Illuu\\ PART OR ASSEMBLY: G� BUILDING CONSULTANTS, INC. 601TE ADD'ALTERNATE ENDUR SPACER LFS VERTICAL YY P.O. Box 230,Valriao. FL 33595 to BY CROSS SECTIONS Phone Noa 813.859.9197 REVISIONS FBPE CA No. 9813 0 201 7 R.W.9UILDWG CONSULTAN tS INC. IttP•1l0S"O.C.(TYP.) 1, cin o$mi aN.. yl v v X ZN D 2X BUCK F a 0 9 m c w N0 IL TYP. SASH IX BUCK G m a a 4 2X BUCK DIRECTTO fl d BUCK MASONRY E `0Z FRAME HEAD&JAMBSg �Ui (� (TYP.) o Sd V� MEETING _ a _ 2X BUCK M y = ONRY _ _ 3 MASONRY ` OPENING 1X BUCK K z OPENING DIRECTTO 3 SASH MASONRY O !=dm F THROUGH illi o �i LATCH BLOCK• : z 12 a U . BUCKANCHORING FRAMEANCHORING N a o z o 4 o M w — CONCRETEANCHOR NOTES: $ 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. ¢ 2.Concrete anchorlocations'noted as MAX.ON CEMER"must be adjusted to 0 maintain the min.edge distance to mortar joints,additional concrete anchors a z may be required to ensure the MAX.ON CENTER"dimension are not exceeded. m 0 8 3.Concrete anchor table: N _ ................................................................ ............................................... Q t AN.CNq'Rc;:A;NCNOR;'. r>`::i1VI1N.t:+nr:::r:...........................................•• • ::::•.......,;_...,.................:::: TO MASONRY::::::.:.::.:TO ADJACENT;;; _ 7YP.l.::::••: ..:..SIZE..... 1:1N81 bIN [�f1:•;'::a'i:.....,.; 0 0 ..... z ................... 1z:.-:::•::::•::::::aa:;:;; :.:•:• EDGE.i; i;isii:':'i ii:::>ANCHOj1;::;2;i:: TAPrn ® 1/4" 1.1/4" 2" 4" DAM 4/14/17 i saAm* N.T.S. € ELCO1/4" 1-1/4" vxc.BY. JK m' ULTRACON6 ' WOOD SCREW INSTALLA71ON NOTES: cxic LFS d 1.Maintain a minimum 518"edge distance,1"end distance,&1"o.c.spacing of :::F;L5:78:�08]NO- 0 wood screws to prevent the splitting of wood. 0 of 8 • R101enn\Soft-Ute PermanenM-Florida Product Approvals\F415780 Double HungtC-Cmwings\FL-1578012017)REV 2tFL-15780.6-Rdwg,6 r DN � O t 0.66" N w w p 1.77" 0.065" .--1.63" 2.87" 71 WT a � L 0.27" }--0.86" � a a 0.09" kqT1 t 1 1_._ 0.065" �q 1.49' f �-�}-0.39" 0.32" 0.64" c i 0 0.09" ta�t'i c �3 m 1.05' 027 sc.,,Z!%� 0.94" � V•No.43409•r ' /Q g PRODUCT: Doeument.Pmpored Byt i� •'•.,•' ^•"•• `� SOFT—LITE WINDOWS Lyndon F. Schmidt ��i� 0!Z<D•, `,�� No. 43409 I �T�ttti1111 (� y .A PART OR ASSEMBLY: �/7�y BUILDING CONSULTANTS, INC., rn y i 11 12 18 ADD ALTERNATE ENDURSPACER LFS ✓ P.O. Box 230, Valrioo, FL 33595 0Qo to X � v ND DATE gY COMPONENTS Phone'No.: 813.859.9197 REVISIO S FSPE CA No. 9813 '0 2017 R.W.BNILOINa CONOULTANta INC. " RKIlent0oh-Lite Perm8nent\A-Florida Pmduct Approvals\FLd5780 Double Hung\C-1NawingsVL-25780(2017)REV 2\FL-15780.6-8.dwg,7 R 2,87' 0 r D L.J.O � w m � � D 1.9a" Ll ="'�tt �•------1.83" T 0 I a 0 b 1.21•, � 1.07' T17 —� to F'.1 o� r i 2.89" t.OT' a a •0 0.41' �. F.3Glillij •,, 1.96" �.��v.•viceNap'Q�'�'. L = No.43409 •i v+ g QI PRODUCT: .0.-6nt.Prepared 9yt~�� '• ,� SOFT—CITE WINDOWS Lyndon F. Sohmldt �jf ..WB.O...... P.E. No. 43409 ONALttF.\� V PART OR ASSEMBLY: ,(%�,Q��BUILDING CONSllLTANTS, INC; 1 11112118 ADD ALTERNATE ENDUR.SPACER LFSQC{pONENTS " —j/{7 PO. Box 230, ValAao, FI.33895 (� O y NO DATE 8Y Phono No.: 813.859.9197 REVISIONS FBPE CA No. 9813 t�2077 R.W.9UItoiNG GGNGUUTANts IND. BlU OFMAIFRIALS %%`,.. ITEM! MATERIAL � '�•••• Q.• ' A 1X BUCK SG>=0.42 WOOD =r. x° N J.d n B 2X BUCK SG>=0.42 WOOD C 1/4"MAX z SHIM SPACE - tl1:7 D 1XX 4CONCRETE NFORMING TO ACI SCREW STEEL %.01Y, o ,. ; `��� E MASONRY3,000 PSI MIN.CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE �����..I.I'►t o m z° F #8-15 X 2"TRUSS HEAD SMS(13/8"MIN.EMBEDMENT) STEEL G 1/4"X 2.3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL v z o z v H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL 14 e.p 9 0 c a K 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL \ a � 'm a a a M #10 X 23/4"PPH WS(13/8"MIN.EMBEDMENT) STEEL ` a i o 1 FRAME* PVC v� N 2 HEAD' PVC 518'GLASS BITE 2400 SAS(DOW)OR 121(DOW) 3 WEEP HOLE COVER' PVC 4 SILL ADAPTER* PVC 7/8"THICK a 5 TOP UFT HANDLE` PVC I/TANNEALED m cn=! 6 KEEPER RAIL' PVC o s¢r•, 7 LOCK RAIL' PVC —�0.090"SAFIDT PVB INTERLAYER z lux o 8 PLAIN STILE' PVC 3 ? 9 GLAZING BEAD* PVC I/l"ANNEAIED w o� 10 BOTTOM UFT RAIL' PVC a Jo 11 REINFORCEMENT(6065-T5 ALUM) ALUM. AIR SPACE y o mQ 12 REINFORCEMENT(6065 TS ALUM) ALUM. 1/8 ANNEALED OR TEMPERED GLASS o 13 REINFORCEMENT(6065-T5 ALUM) ALUM. a as 14 HEAD POCKET INSERT* PVC SM INTERCEPT SPACER OR ul 15 SLOPED INSERT' PVC GLAZING DETAIL ENDUR XL EDGE SPACER J m 3 16 SLOPED SILL' PVC Gl (SEE GLAZING NOTE 3) 20 LOCK - r3 21 LOCK KEEPER - If 24 TILT LATCH BLOCK - ? _ 'HVHP GLAZING NOTES: 25 TILT LATCH a 1.GLAZING>36•WIDE REQUIRES TWO(2)SETING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 z z o $ 26 #8 X I"PFH TEK STEEL 2*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. m 0 27 #6 X I"PFH TEK STEEL 3.THE ENDUR STAINLESS STEEL XL EDGE®SPACER MAY BE USED AS A SUBSTITUTE SPACER IN THE GLAZING ai 28 WEATHERSTRIP(187-270 TRI-FIND - DETAIL SHOWN. 29 BULBSEAL - s 30 BULB SEAL - o ii 31 PIVOT BAR STEEL 32 #7 X 3/4"PFH TEK STEEL s 33 BALANCER BRACKET •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY ' EXTRUDERS LICENSEES IN"AAMA CE n ICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS'. _0 0 .2 z v 5 ENDUR XL EDGE®SPACER DAIS: 4/14/17 = (CARDINAL GLASS). sruE N.T.S. ° M.Br: JK m cNk.BY: LFS 3 r Dmma NO.: o FL-15780.8 0 SHED 11 OF S W O d Florida Building Code Online J@ 4 r.;, t . a e Y F $ rw SCIS Home € Log In User Registration i, Hot Topics Submit Surcharge Stats&Facts a Publications Contact Us SCIS Site Map+E Unks i M Search Florida ;Product Approval 1L - USER:Public User P r k 8 Product A,poroval Menu>Application Detail s FL# FL17472-R4 L Py Application Type Revision mss` X14: Code Version 2017 tV� Application Status A �r A PP PProved *Approved b DBPR.Approvals b DBPR shall be reviewed and ratified b PP Y PP Y Y ' the POC and/or the Commission if necessary. Comments RECEIVE[ k Archived p �y .4 f + � Product Manufacturer Eastern Architectural Systems FEB 2 0 2020 qr Address/Phone/Email 16341 Domestic Ave. ��DO _ Ft. Myers, FL 33912 ST. Lucie County, Permitting (800)432-2204 Ext 4305 jflesher@easternmetal.com m Authorized Signature James Flesher *� jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road ' Fort Myers, FL 33913 (800)'432-2204 Ext 4314 thoard@easternmetal.com s Quality Assurance Representative Address/Phone/Email t Category Windows p`n a Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year w AAMA 450 2010 TAS201 199,4 TAS202 1994 TAS203 1994 .k Equivalence of Product Standards Certified B Y i httpsJ/wwNv.floridabuildiiig.org/pr/pr app dd.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fyzYXclzpflUH6cgMpe5HGNv%3d%3d[1/24/20202:51:57PNII Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 10/01/2019 ° Date Validated 10/02/2019 Date Pending FBC Approval Date Approved 10/09/2019 SuaryofProducts, 1, Uzi mtn xx Model,Number or Name x3 .. .. Descr ptl°.° I ' 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R4 C CAC 662404 COR2. dmf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ' Impact Resistant:Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R4 II PA-0004 HVHZ Mulls SS 2019-09-13.pdf " pressure rating Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL 7472 R4 AE PER6414 SS 201 -0 -11.pdf Created by Independent Third Party:Yes HVHZ Clipped Aluminum Tube Mullion HVH7,Cllpped Aluminum Tube Nluillon'Verticai;,Horizontal cT ,r`'�1. and X COnfgUratlOnS ✓..k"a r n ¢ ' � rx *a &„ Cew rtifcatn Agenc� rti r Ceficate Wmits of Use a Approved for,use ,hi HVHZ Yes N' FLy1747Z`4 C CAC EAS 622= 01 CAR>P.DF � k �''" s Approved for use.ouiside HVHZ Yes a r X17472 R4 C�CAC EAG 622=102CAR:PDF Impact Resistant v�Yes i ;��� �q � FL1747s2 R4"C CAC EAS`622'103GAR`4PDF D'esegn Pressure�;[I/A s�� �'` x FL4`7472 R4�C CAC EAS-622=105CAR:PDF Other t Seed drawing sek for mullion size;cbnfddratiotl and z � ! F41707 �,k C CAC EAS 622.106CAR.PDF design pressure�rating quality Assurance Contract Expiration Date lin M � 3 0� r° "*" > Installation InStrUCti011S `' t : + # ti �1TR-.-4 IPA 0003 SS 2018 $. " £"' p , Verified By Hermes F _Norero,P E 73728 Independent Third Party Yes �� � �; s Evaluation Reports r �° a 1 ��17472 R4 AE PER5505 SS 2018 02 x34'ndf t = s s Creaked b Inde endentThlyd Pa s Y P �Y :, s r, Contact c:;2601 Blalr Stone Road,Tallahassee FL 32399 Phone:850-487-1824 ` - The State of Florida is an AA/EEO employer Cooyriaht 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 emaiis 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 r, 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. a � Product Approval Accepts: s � E bttps:/hvlvw.floridabuilding.orglpr/pr app_dtl.aspx?param wGEVXQwtDq[CUGgvjQiz6AvC%2bOtoUJ5°/a2fy7.YXcYzpfRIH6cgMpe5HG«%3d%3d[1/24/20202:51:57PM] Document Title: Doc No: FIRM B1-02 'a Structural Performance Rev No: 7 page: crs �artra tivc''' Certification Authorization Report Required By PRO B1-03 CAR & Product ID Number: 622 - 103.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 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 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 atwww.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue . Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-301OW 8A/9A Test Report Expiration: 7/18/2021, AthorS�gnatufe Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 n� �' Ok5 W Phone: 717-932-8500 ,. Fax: 717-932-8501 W W W.KEYSTONECERTS.COM Appendix SYSTON�� CAR No:622-103.0 Expiration Date:7/18/2018 �C6RTIPIGATION6. : . 1 Eastern Architectural Systems 10030 Bavaria Road Fort.Myers,FL 33913 Load Tables for the: 1"x4"Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 . 200.0 200.0 200.Q 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 '181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 74.2 1 60.1 1 50.8 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 '200.0 200.0 36 200.0 '200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0- 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com 3 8 a t Win each Blvd 9 E..S. r i M WI NG DROPS Suite 338! Dania Beach FL 33004. ;'*t A P,erfect.SoWtion'n,Every'Dropt 954.399..94"78 PAI ' _- Certificate ofAuthor iatloii 29578 954:7..44 473.8 EX onfact@buildingdropscom: Product, Fvd�W attan Report _ :Of EAstO-rn Architectural:systems I Wif 0100 dAILOYIi:num Tube,a ullio'ns • foi� _. fl'orida=Product Approval Report No. 5545 6th,Edition :(=2017). Florida Bull[ding-Code Method: 1=-.:A(Certifica'tiora) { Category: UUndows; Sub Category:_: Mullions, g Praduci:i 1WHU40ped,A/uniihu ti Tu�e:lVlu11%ons `Materim'. Aiumignutn6005-T5&6.063-T6-, Prepared for; Eas>wrern Architectural.5yste�s; '' =1`6541.Oomestic.Am Ft IV',I:yers,;F� Prepared by t� Hermes F,°i1lorero, PX Florida Pro'fessional_Engi�ieer#�73728 �: � •: Date..02J06%18 "o T T. - Cohteritst ori `, • �• •••' ,G� �� E foation Report' Pages:i-4 0IgI fIy W9ned'U Herrties F,Nordid,PEHerE. , Reasor4 1 amCappsovinglhis document F,IOr�d:a:'NO 7377$ D fe 2UO2-141.15:4-7:48 05'00' ,?ate n2j0�/18 AT?erfect S6lution in Errex brb,P Report iso' 5505` �ertiflcate oiAuthariz5tian.295I8 - ' i 'PM6ufactuk,dr.§ ,Eastern-Architectural;S,ystems Product Category:; Windows ro uct sub=Cate o Mull fts _ E Coriptiance:;Methodw State,P.roduct Ajap"r-oval Methbd 1a ProductN"afire: HVHZ Cirppa~d.AluminumTube Kdlliof s.. �t Scope: This ls,a Pro'dpict=Evaluatlo..n'_a attissued.}3 li,errries F,°Nor`ero,'P:.E (FL:##.75.7.78)for Eastern Architectural Systemssbased on,Method.Ia oftheStatelof io,rI Produet:ApWoval,Flori`d`a. bepartmeritrof 6usi `ess.and Prbfessional'Regulatio:n-"Florida`Building CommUslom l erri`res,F:Nbreror VrXi doesnathave nor wllLacquire:financial interest inthe ompapy -marrufactu_rfng or djstribyt>rigthe"pr.,oduettar in.a,n"y.Otho.;ntity;molted:in fife approval process o1 the productnamed;h"ereln. This producthad°:been..evaCuated'for use!nip atloris adher ng.to tl'e.6th i ditrori 207,}.F.roxid'a Bui,fdrng Code; Seelnstaliation instructions;PA-0003;signed za'n'd sealed,by Hennes F_{torero,,R;E,(FL 1#X3778}fol speclfic usep�araMetei's, Limits of Use 1 This;product has been evalua'tod an'd b,,Incompliance Edition(20"1IY,Mori-do f; Burlding.Co,.de,includiir the"High,Velocity Hurricane Zane"("VHZ) 2. Rroduct anthorssl ali be tas fisted acid spaced"as sf oWn nn details, ,Anchor ftfiedment in"to: substrate rriateH-afAaii be.beyond.wdi dressingorstucco. 3w -When:used in areas:requtrtrigwrl~d;boriae,cielar,�s ptotectrori"thrs praduct;comp[eswith Chapter 16 of the6tr'Edlton,�2017}Fiorda"Buiidngode and does notreauire ai impact ,; _ ._ .__. esifant covering.:lndlyCdu'ai wrridri!1 units rnrast'be irrrpar t rated vsrhere.appficabfe 4. Slte:con dit onsfhat deviate from:the deta'i,ls of drawft}?A ONO,r0q'Wre""further efig!r,OOii'ig "anatysrs by a licensed engineer or registered architect "5� All configurations shown tri insta ration(n'sti"i uctions PA•b003 have,been q'ualif►ed as required by"aection 1709 8 of the Gtr'Edrtron(201J}FioridaBuildingCode 6' See lnsta..11atroglq$ l'uettolls PA Q003 far.sfie,arid desigri#t suresOnlitations: , Hermes.F Nor..ero,P.E. Florida No 7778' ?:age:2,of4 I i. � e �y i�lL�.�ih tl� DROFL#, FL17472 Date 02/06/18 - A.Perfect:Salutlor►in Every Drop`! Report tVa 55051 Certificata'of.Authoriiation 29578: Certification Agency; 40,manufacturer.'�has demonstrated cortipi'iance,of products_in accordance with the Fiorida,Building Code for ma'nufacturmg Under`a Certit..O OO Agency;,. ro"ugh' ICeyStoneGert�f�cafi.ons;lnc:.(FBC;Qrganization�#:CER1523�j� Referenced!irode Seetionsl ALL 1-7:09.18.of the 6u':Edition(2017]FBC; r Referenced Data: Pr OUd Testing performed:by„ ry; Ceri ified Testing Laboratories (FB:C.Organization'M T;ST1577)` Report#'C'T'-'L'A,, 30101N=4 Report Date:.OT118 14 Report#:,CTLA 3010W74A- Rep'ortDate,07[18/14 Report# CTLA 3010W 5 Report Date 07/78/14' Report# C[[A30101/+ % RepprL0,te,07f,1:$/14 Repo....rtA#,,,CTLA 3010W-6. Report pate,07./1&/14 Report# CTLA 3010VU`=6q, Report Date Q,7%18%14 ,Report#:CTLA 3'010W-7 Report bat-ell07/1`8/14 Report# CTLA 30"10W-7A: Report Date 07%18%14 Report# GTCA 301'ODU=8 . Report pate 07/18/14. Bepbtt�#.CTLA 3,010.M8A Report,Date.,07%18%14, ROOM,,CTl:A 3010W=9 Repor Date 07%18/]4 Report# CTLA 3010.W 9A Report Date 07/18/14- TAS Reports:Signed,and Sealed by;;Ramesh:Patel,.PE,2022;4 . • Cert fjce0011 �gehG.y Keystone Certificat'ions,'Inc.. {FBC-Organization M:CER1523:j' 'Henries F::N'orero;P`E Florfda::.N;o,.T3:77.8` Page 3;of,4 BUILDING F1:# FL1-7472 AIP.OfectrS:olutton ri.EveryDrop! : Date 02J06/]8 � Report Nci: ,55Q5: Certificate of Apt h,(?di tLgn,s29578, lnsta'llation: L :Approved anch'or,t"ypes and substrate&are asfoilows: A.; F.or ttnro:by(2X)vVood fr_arne Sub'sti ate, use#14 Wood S.crewtype wood frame anchors of sufficient length toach'leveminimum embedment of 1;50"in ,w, framing:; B. For concrete o 5meson t ubstrae Where one b, 1X,non structural,wood buskin is r ' Y( ) g employed,use:1/4"diary meter 1T.W Tapcon:type concre"te,serew"anchors of suff cle-ot Iength,t'q.achi-euo,mthlrr�um etgedtr�e"ritof,1:25"into�con,crete ormasonr,,y. C. For concrete or masonry su.mxr to where wood.bucking Isl NQ7semployed,use 314, I diameter ITW Tapcpn type concrete screw anchors ofsoffictehttf- gfh;to achieve; -minimum-embedmen.tof 1.25."into.concr-ete:or masonry. ' Q. :For metal;stud substrate,use 1%4"Grade 5 self=4tt l ng screwfype,metal frame anchors p of sufficient length to achreve:a:':iiirhirrum three;threacis;p.enetration beyond metal structure:: Ref err"`to Ihsta(latibn lnstructions(PA=0003)'for anchor locattbiis,, es gn load;`tables,andfur iot details ofthe'nstallation requirements;: l" .Design=Pressure:, �' wingA003mesrngpressure,tables mullion profles;,and installation:details See:dra0r ln , Hermesf.horer pi,P,E�. 06rida3No 7377:8 Page EA"ERN ARC HITECTU RPALSYSTEMS kV- -& CUPPED.ALUWUU TU-BBE MULLIQNI Lwnssi AENERA � ._ �W2�--- tiSN3 'VJ2 i g "FLDRfDA�.BUILOING CODE,INCWDINGTHE NIGH VELOfJTY HURRICAN S, THE PRODUCT SHOWN`HEREf IS DESIGNEDAND;MAHUACfUREQ"'tO COMP,LYiIiV(jH T,F1E6TF1 Ep1'FION:(2017) q� I / \� APPROVED.IMPACT PROTECTNESY57EMi$NOTREQUIRED FORTHIS PRODUCT;IN WINDBORNEDEBRL$REGIONS: d MULL- INDIVIDUAL UNITSATTACHED TO MU[110N5 MUSTBE7MPACTRATED Y !n. , ,R ANCHOR QP SPAN'1' 4':,.ADEQUACYOFTHE EXISTING STRUCTURALCONCRETE%MASONRYAND 2X-FRAMING ASA MAIN WIND FORGE ��/ \ RESISTING SYSTEM CAPABL,.OF ANDING ANDTRANSFERRING APPUED`P ODUCFLOAD$TDTHE - A ,,,\\\ C iFO(1NQATIQNISThE,jtESP.ON$lBll]TYOF'[HEENGINEEft,OigACFII7ECi'OFR.ECORO-f-0RTHEiPROIECfOF- - - �p 5�:7XANDZICBUCKSIVJHENUSED}SHALL9EDE51GNED'{+NQ'ANCHOREO70PROPERLYTRANSFERALLLOADSTOTFIE; ` �„ - 'VERTICAL MULL - - O.I-il-- - VE1T1 SPAN; .STRUCNRE,:BUCK DESJGN'ANDINSTIilt9T10N IST HERESPONSIBILRY OF THE:ENGINEER O_R'(1RCHITECI'OFRECORD '�E,� :Spq`N�:: MULL ,FORTHEPROIELTOFINSTALLATfOH: I: f4t - �SPANL� 6';.°THE INST'ALIATION DETAILS DESCRIBEDHEAEINARE GENFRICANO.MAYNOTREFLECTACTIJAL CONDRIONS.FaR .SPECIFIC$RE IFSRECONp1T10NSL'A(1SEINSTALLAAONTO DEYIA�E FflOM THEAEQUIREMENTSOETAILED,PEREIN� 11'P' A,LI,CENS6pENGINEERORARCNRECFSHAU.pREPAfiESiTESPEGFICDOCUNtENTS'FORUSEWT„TtiTHISDdCUT(IEI1fi�iN NON-fi(7HZ'.AREA£INHVHZAREA$ONETIME'PRObUCTAPPfiOVALTO'BE,09TAIaEDfROilM1 N1UUYt6DADEsRER. 7,;MULLION BtiCUP N ATERIAL}LLUFJIINUM 6005 TS&,5063 76(AS NOT 8.. MllLLIONS.NIAY BEU5ED WITTi ANY AFFl20VEDFENESTRATION PRODUCT CINOERSEPARATE54FP.ROVAL 9..%SEE SHEETSS-.9 FORINSTALfATR)N ANCHOR'REQUIRE_NIENTSFORSpECIFiCRNCHD�i1NGFEQUIREMENTS;MULLION' aCONFIGURA710N5 AND"O6$IGN LOAD CAPACRJES, - ANCHOR,CLlp, A 10,.3015SINIILAR':METAL.INCL'11D1NGiFASTENERSTHATkiAY.EOMEINTO_CONTACLWRH'ALUMINUNI,UNR�FRAMING: ,-NP SHALl8EPR0?ECIED.IN:ACCORDANCE'N(1TH7HEbTFj D1Ti0N;12017y FLOIUDAB111ID�NG.CODEt MICA L:"111 UON.-ASSEMBLY li�R•IZQAl,TAL"T" MULL.SPAN;. :MULL j INSTRUCTIONS: ....' .. , SPAt1 L` rl. DETERMINE AEQ.UIREDDESIGN PRESSURE FDR 04ENING ,2 fCHOOSEq MJLUONTHA'(pROPERLY:FITSTHE FENESTRATION'PROOUCT. 711B,1.E9PCONT-'NT$' ,13' DETERMINE WHETHER`ASSEMBLYREQUIRES-OaE WAYOATVJ0=1M1/A4AdUlLI0A5 .._. ASSEMBUESCONSISiING OFSTACKEO Ofl:SIDE eY SIDECINRS AEQUI7[,6;�SEOF; ,SHEET pEV1S10N SHEETpESCRIPTION � ONEWAYMULUONS. '"' G - - - � ' r {SSEMBUES CONSLSNNG OFMUL7IPLEUNITS MULLEDI'pGETFjcR 1M7H, � � ' GENERA4'NO7 M ICON DETQDECEVA,ONS �� MULTIPLE{vlULLIE�N OT BEDETERM DETERMINED USETYJOV AY MUWON'I1ARtt- "'" �.: iEESHEET3.I FOR ASSEMBLY'AND LOAD E)<AMpLES 1WJ,' ' ANCHOR CLIP OET%SILS IFJ155EMBLYTYP 4 f VERIFY AT MUWON DESIGN PRES$UR MEETS OR EXCE D$RELSUIR66pES.IGN" 3 ' _ ,.-. PRESSURE,OEDpENING�USING CHARj30N SHEETSr10 1C �, ,J n MUWONSECTlONS. �I5i QUAUFIEDCUPTYPES:APPEARON SHEETS&IM-MULTIPLEANCHOR ---LL„ 4 : TYPE/SUBSTRATE(WP;COMBINATIDNSWITHIN;A,NOPENING'AFtEALLONEO.. _..,_._ 3 S TYpICALMUWON:&CU„PASSE OAV I6' GOVERN�OVE ALLA,,EMM,LYOESfGN P,RIESSUREAATING�TfO.N PROpUChVU1LL HORIZONTAL SPAM _ E• - _LX3-1JS";(UGH1'j,Lv.1UWONUE51GNt0AD`TABCES , T - .. 1X3-1�8(HEAVY}:M(JLLIDN D6SIGNiOApTABLE$t �. l X46140MNDESIGNLOAD.7ABLE5 ♦ _ �., ..._ ... _ _. _ _ - tl ♦ g F ¢<srFw,.ac mEcnmaLsrs;E.3 � =• 2 X4'F7llWON DESIGN LOAO,TABLES: ��� ��✓i � ��aa��°" 1D = 2X6 MULLIDNDENGN LOADYABLESI �`�� O •-- r rt 5�n w ���A uaaiear�tncAit. :- Jar REVIBIONS" 11 MULLION ASSEMBLY.AND LOAD,EXAMPLES �' Z ^� _-_" f a 7� HVHZCLIPPEDAWMINU ..- ARei9a6saolyn I�aBMm.IPI oarm9 oWs sPdNoagrem-reonEP E: _.7J'e..GA�S''�EO�G.O'iC'OS�♦iLS OF�.�UT`.TfORSA9'p-1g4xC5♦7o?♦G�;..z..SsTs`676:.. ,sBrT1..!.,.i ?°!�s'T/,a7e-...... .. oe;crsrilxi .. rrTCLIu.»UaO�E�BE UAULBRroUU1IoOWRVNv�NAaGS ENFIURTLON7a1a oSVRTJCALANDHORIZONT �WNDINSTkL�TIO�NOTES Meu.FecuroATrs?.I Zi03 NTS: " C1;OF 7wNl ar1t%0c.I -' ' + 11 pato 2078 02.14 7650,49 AS'00' oun.ac.rn asaw;. ,. t a i 4 0.25D ._ _ 025.0," .. _. 5.000° 1 ' A:125's 4 OOg": 4:000" 3:1125" 3;1F25" 3 _ . 0.250 J• j lo,)t 3-]./&'(HEAVY)., T?X 4" MULLION 'MULLION. M.ULLIO MULLION: MULLION . EESHEET6 FOR' ;SEE SHEET7FOR SEESHEEi 8'.FORI SEE SHEET9 FOR- SEE"IET 10 iQUALIFIED CUPS. QUALIFIED CLIPS QUAUFIEgCUPSi QUAUFIED CLIPS' ;,QUALIFIED CUPS: i _ I NOTE SEES9EET3 FORSPECiF1C"CLIN -jYPE$AND DIMENS.IQNS:, i i . t 1 S t i `t� $F �� ' REVt510NS:. ) -® {;-- Ea �kalrrFtrunAuiri+ois•: , ^ EASiERl1.�?AL Y � `��I 1 u u w 16i4t DONtSnD�Vf. '1 4 T C VE.gTCALAP6HORIZIq ONF(PURATIONS , Wa- MU LI CROSSSECT(ONS ,s O (: P Vi� OAT6 DMTNDI^ PkLI'AM11DE oanw02 OS 13' T1H • Bl DATE: DE6LWPf10H' _. - KflDIDNtr Y `' FRfIFCN�EO i 1 RUTH .TS owrA+lolr o.Y :i _ 'IPE'+RItT.,Of.A11iH0RQ_n.ATmuuaxos�e.. .. .... �i2OF'11 � 5 1 5. �u 2.bI25: „3.375 _ 44 I- I 2"' Z' - II < 0:12 1I� ,� x sx 3/W L-chip 2 x 14 C-C P L-CUP ALUMINUM 6063-T6. LOf125" 2! ALUMINUM 6063 T6 r ; ALUMINUM 6063 T6 l! 1 214'X ALUMINUM 6063=C6' , 2.2 o, o2 25� 0 1.75. - • ': .., _ _ , "0 [[ 2.335'-' .335' ,o. ,o 0!188^ � { :2175 35°= : .. _._ . 1Q X5/32"X 21/4,"ROD! ,� 125n III $� Z 1/4 U CUP. 1314" "LIP _ ALUMINONlfi063,G6 PLUMM 6095-;P: ' ALUMINUM,600545 i I� �r XA 3/4 .4 -C;LIR' ._ C 2 625.' _ _ • � � A sc1► ~- V .. � -�.._ EnaiErorueaaiECNwlmtsss; !, o �o: .O; ' .��Q_ , . � .� _ _. - _ ,� turueuecvdsrr@ir, ii � �� O /� ,=, ( a � Aoa�icNOE I 1.. ._ :0::125„ 7-7. � 0$75 �� + v- ' :'7k_ V VT2[LIPAEDALI'MIN tMTUBEMULUONS ` ro 7 T R CAlANO HORIZONTALCOl 'UFA'�IONS s �,... 1,14!/4” /8" I I, P o, .` 0210511.3N. CUP D=ETAILS S ' ......_... - -_WIG OMN m;- Ph:PfAEO 713a 7 ': ALUMINU b063,T6. ,i b/;(� ����`,. � wchro; .. sru� .. � aavnr'ED1mmwuhov.. L <u �� PA-DOb3� N:TS f u„"�iNcwviryoxxo:xss�s, w s,e usrioua.utaoo.. sx- g:OF 31..... seer .- ._n. -... _.....,...._ t INSTAUATIONANCHOK , (SEE NOTESSHEETS INSrAUATION ANCHOR, 1NSTALLATION"ANCHOR 21/2",MIN. (SEE NOTE_53HEETS''` 2"NII S HEFTS HORIZONTAL 610° 11/ N. '(SEE NO.,TE'S I a EDGE;D15T 6 10} EMBEDMENT 610j MULLION�TYPq , CQfJCRETEOR_; "; n '.MASONRYBYOTHERS q ; - CAUMBETrVEEN' a n d a 3 MIN ° MULLION CLIP CONCRETE ASONRY&1X �; d v. 11%4'MIN; i/ a r ;E7CfERIOR rrP• . ° -�: EMBEDMENT`- EDGE DIST; o. , . 11700D BUCK BY 0 ERS. '' _ 1 X WOOD BU.Cf CONCRETE•OR o, DFTERtb'R ,INTERIOR, B�OSHERS IvIA50NRYBYOT(1ERS _ __,." MULLIONCCIP CONCRETE/MRY ASON &2X N TYP. MULLNOOD-BUCKBYOTESION,TYPL ' 2XW600:BLICK EXTERIOR' �; C INTERfOR- BY OTHERS MULL}ON i; TVI-- _- INTERIOR, T MUUION IMERSECTDEiAIL.- � 1 . TyP. D p� r C 4 n, HOR9ZONTAL sLCN,Io_I�tl 'SIDEVIEW VERTICAL SECTIOaV -.�AMB,MWOODRUaK " 4;' 51DE.VIEWHORIZONTAL _ ".. --.. --. (LEAD'-CONCREfEJMA50NRY ..-_. ._ SIDE VIEwtvERTIC4 (N5TALtATION ANCHOR (SEENOTESSI EETS _ ,EXTERIOR'. I ' INtER1OR', � HORIZONTAC q MULLION, ..__._ EXTERIOR INTERIOA; TYP;, NOTE _ DEA1LSSHOP�N ARETYPlCALFORALt. � j � MULLION&LLIR,ASSEMBL[FS.SEE - UERT1CAtK - iSHEEI5.6,WTOR ALLOWABLE MULLION; MU-LUONI:TYP. �I CONFIGURA7}ONS SIZES",AND DESIGN j. j MULLION"CLIP PRESSURES.,, i f _ � �hORIZOi4lTAL SECTIO!\! � ! i X-MULLIOAItNTERSEcTDETAIL. d 1 MINI,.4 ' . �! ` d °' EMBEDMENT QRBCASTSICI a 4. :° REviSiONS' �9w Aa ssros YOTHER `\� �.E /ice I rsrcrtx�ertisrr�ir IN5FALfAT10N`ANCHOR. .';: _,. - ''��. i O> .. (SEE:NOTESSHEETSJ� �s7i eC 21/2 MIN:. HUHZCUPP.ED'ALUMINUMTUBE•MUWONS,.., 610} EDGEVER DISTANCE � T - TICALAND-HORIZOt4 ALCONFIGURATtONS C T A; V-MICAL SECTjQN INSTALLATION D TAILS _ .��Q� (.. ()Q` . m orrnri'x 3oe�us� �Slclva 2105/23 OS 13 TJH' I S1W-.CONCREfE(MASONRY �i � G��'•` , onn � SIDE VI[VdtVERT1CAl. ... anr..or.r,uoma¢4raxrm.asnn 6r ure deScwncrFi �� PA-0003 4N.TS-. '� i aunwiwuxo.rma uaC�Sli OF;11 aw { i i •VERTldRLMULUON E � 3 ' -U„CLIPTD'(JIULLION , I i CPNNECiION HORIZONTAL NMULLIONi i ;I 9 i SU sttF SU8 1;SE� ,ST� SEE ; � k FF=CCIPANLNORS-.... i pU INSTALLATION HOLES MgHA1(EANANCHOR 'INSTALLED IN7HEM MULl[IO1 AND'GLLP,ASSENIBLY ?YPJCAL:ASSE,tJ18LY-$kIOWN 1N1T413”k 31/8'=.MU WON AND H CUPi 0TAER MULL(ONSANOCLIPSARE APPRPN£D„ SEEINDI�/IRLALC,IlULU0f�I5HEEf.S I, 5., ��%�. aEVlstoNs _; y cnsrawnaarcFtruxusrsms t, mac°� }g pyo ;• �FAG,/ ! `®d��lY+3da�E:�iJ�'llEl. res Efw`�t��-w". 3 � HVHZCLIPPEDFACUMINUM1U'g" ULLIONS v T uC VERTIC-ALJAND H0RWNTAI C6NPIGURATIONS, ,p� NlI1LLI10N AND CLIP ASSENIRLV DETAILS "o ,. 0003 N %r`eaam�raicoi" : JOE CwSi C�l'L'A�H WVCt'SIE'.49e - --'. � _... � � 4fJf.QNR�T10N N0'.2957L k ➢EAtl�E7. T:$ DAA1A `31pW 'J'ICEC„ PPF �. ....,..,_..,. _..................... .._.......... ........«_.. .. ..__. .......< � IHDE'CRT.:DF.AIIiNbRIUi101J NE;tlOSM _?I�� �� � �SP.��`l�: ... ; • i __.. _ _... ,,,•...�a...«...w%w,a..,+�✓ w.wm'w.+w«...»,...+vrcwww+wr+ ,?�.✓,:+.l ..ahw.ur r .�'... .�wwawvw,. w+:..s - „ SPAN?L IGNPRESSURELINIITSFOR 4AILBUFARYWIDTFi;W rGINi7.):ONE WAYNULLIONS I MULLION . i `i W.• 18 24`. 30 36 ;42 48'%_ 5315 t ' 24. 2000 '-0' 20Q:0 2000 "200.01 200.0. 2000 ZOan 200W. 36 2�0 eon, zona zoo.o zDo 0 20o:U' 060320D.0",. 48 2W 200:0, 0 2000: :zao0' 200.0. 2000 2000 zoD U:: . +723lT.:.YOLs ' ' ;W, 7Lia 67.2.. 66.7. E3.B.. L�j n' 200.6 2200.0 �13L 158 0 1x3.3 ]343 129 8 :1203 127.6'.. i I, I 84 lOLO J6:91 627 _. `47.1 426; 397 393' 36.9.- ONE WAY lfON DIACRANfS f ' ' 96 :67A SL4.. 415 352 ._ 27.6• 25,6 ..352 235'_. ! ,2AS.:. 244 ;21.3 190..... 175 .'173 _15.9._. _ _ i t _ DESIGN PRESSUREiiMUS FOR MULLION'.-Vii 3-l/8"fU 4W YMULLIONS ��" }(3-�./S""SLIGHT) IVILilLION; _ i SPAN�C _. .7RIBUFARYWIDTH'W try - ;ALUMiNUN16005=T5 - _ _ .- MULLION' 24 ...:2000 '2W.D ,_200.0 20a0 '200A' 20o.0 2000 2o0o '0: t k 36 .:200n 200:0 200,0_: 20a0 ,197.4 ;167.5 1513 :489 734; 4 48 200.01 1675 1436 ;125:6 1135 ..UL? �100.SL 60 -.2000 700:0 160.8 3340 114.9 '100.5 908, 69.3 80AI .. _.. t 72 _.WS76 `M&2' 9a:5 7$8= 575 5!YA 53.4` 525 47.3' T�IBUTARY WIDTH `96 -'467 35.0 28.0 496 i A 37.2 33.6 331 29.3. 84 -`94.2 74.41 59:5 -. ...33.2 ..28.5 24.9 - 225 23,7: 199: -23.3i 200 17:5 15.8 15.6. 14.0 JWO- ii/IKUON,'A6PAMS 7AsLE ' E _.T, RJNSTRUCTIONSONUSINGTABIES SEESHEETSdANDS;FDR<TYPlCALINS4ilCgTtONN1ER10DS&;C11i30ETAilS '� 2. RI t P, ON`BETWEEN.LISP'EDWJDNSrANDSPANSISALLOWED, EETIiISSHEETFO CIFICMUCUONDIMENSi0N5; SEESPEET3 FORSPECi UP DIMENSIONS: QUALIFIED ANCHOR CLIPS � S. :ANCHOR:RE4^171REMFNTS. I s'1KOOD A14',;WOOD,S- I CMU 1%4"IT5NTARCONS; 7 CONCRETc lj4"RWTAP,EPNS' A METALI�4 SELFDRIWNG,SL __ E5) S aNSTAUATION SUBSTRpTFS ' WO-'OpANCFIORSSHALLHAI/EAMINEYVIBE .?OF21j2" EDG6DtSTANG6bf S�VOOD$FLALLBEMIN$.G OSS o 0 o a, HOLLAW-CMU.ANCHORSSHALLT3AVEAIfAIN.Fn ENTOFII/4 &EDEDISTANCEOF21/l__ffOLLOWCMIU$HALL CONCRETE ANCHORSSHALL�MING,TO.AST4A C90,. ` �" , .MIN.400D'PSwEIGHT('ANF HAVEAMIN EMBEDMENTO �4 S:EOGEpISTANCEOF21/2, CONI:RETESF3,AILtiE, t ! 18QA O.D45r ALUMINUM 606346 uRS,SHALLHAVEAMIN:;{3)TliREADS;PENETRATIO ONR`N1E7ALSf2UCf15RE5TEEL5HALLEQMIN;; 1 ALl)IIIUM_b0 LTSP .""X 2 1 4"" L CLIP METALIANCHO�ICK�33:K51'YIELD.AL{1TJIINU(VL'SHALLBEMIN.SJ8 Th "IUMINlJM6„063 T5 MUSTBELS£D:IN PA1RS; , UCUPFORUSEONLY`IN: - - MUCUON 7,OtMULLION. -^ CONN,EC170NS. _. ���5 F /7�i7 iREVISIONS' f= evu+unineenowss;' '. O ' ;O. y0,' O. `,��Q.\`4_.• n ��' _ ; _ _ ���! J d EI23 Fi�S7EFUF�rNSrrFM�Y. ' ��. � •� GIai WM6MRVE: NOTE SEESHEET3F0 _ECIFIC;CUP,: O o o �* '7E .- . _. . . m HVHZCUPPEDALUMIN B£MUILIONS � 7YPESpND DAME 5 b T T VER7ICALAND HORIZONCAb IGURATIONS• ,. P I..� ALUNIINUM.6063aT6 GtoS. (7 �} 02 OS 13 1 Ti 1 ROmmt Sw.un'ouLx�L�t ' ire sie cxav A-0003:..^,.- NTS C AWHM,m -- .._ �'om°car°u�aaanxr�r+o.mro MULUOIJ DESIGN PRESSUREUMITS FOR-MUWON 17i3-1/8"(HEAW) ONE-WAYMUWONS. MULLION SPAM_ i24 �30� TAIBARY.WID'2f}1'W'I-08 •53:125' 54•. 60. 24 '200... L 200.0__200A -200.`0'..200.0 2000 200.0 200.0 ,200:0: ,36c _rZ170:0,` .2W.6., 200.0 200,0` .?00.0..1200:0 2Eb:0:; �- OS25 fi t 48. xoo.0 2� !2 Do zoo D 2DDo -Too.T lob o 200 0 200 0 W..,..:I 60 1200.0 200.0* S9L4 376.7 167S. 1622. 161.6 159.4: 1 3.125" I. f 72.._.. 20b.0 ..154 5_ .126. . 109.1: 971 `.659 840 R31 79,7• i 84, 126.2 :961 78 4i S&9 53.2 49.6i 49.1. 46:1 96.- 84"2 "539 SLB; A4:0 38S 343 3LF ! 37.5: 29.3. 303 ss.9 da.6 363 3os 73:7 2Laa 2L5i 19s. ONE"-1N .'.,ULLIQN DIAGRAMS :DESIGNPRMSUREUMITSFOR MOLL10N:1°x311r,H"cA�. -VdAV MUWONS' SPAN"'L'. TRIBuWYW1DTH'W'(IN.•'I a rs I 30: .36 4z 48 s3,ixs 1 `rt 3=7/8 (HMVY -MULII,OR' ON NIULUON ER 24. 200:0 `2006200.0, 200-0 200.0 2W.01 200.0! 200: 200.0,;36, 200.0 20D.D, ;200.0, 200.0: 19L4 ' 3675.1 ISL3 AB'. 2b0:0 200.0' :200.0.!"1575 1436 12515.1,'31305 11L7 100. ,. ,,.. _ 50. . 200:0 2Ma AWA 134.4. 114:9 4 100:5,. 90.61 t i 89.3E k,BDA; 72. 496.8 8476 1781- SB.A 84.4 .'73:8 1 66.7°."856 59.1...0 ( t X41-5._ .35:6 3L1 28.1 27,7 #751 - _-.74.4, 520. 530 ASS 1 410.1 4L3 TRIBI}TA 84,. 120.0 '�30 - ! R%+ 53.0. 62.3 A9.8;' � i 1103 58.3. .._437( 35.0::. 292 2S0 ;21'9 ( 198 � 394 .._..._..... .. ... , r TWO=INAY MUluo.N'DIAGRAMS. TA81 1 ESHE OR`INSMUCnONSONUSING YTABLFSSEESHEETSr4__DSFDR'TYPICAL'INSTALUATIONMETHODS&CUI)ZETAILS. LINEAR;INTE TIONBETWEENUSTEbWIDT14SANDSPA_ NS,IS WED: 3. SEE), IsSHEETF ECIFICMULUONDJMENSION'. 1 SEESHEET3FORSFE CLIPDIMENSIONS. QUALIFIED ANCHOR CUPS 5. ANCHOR,REQUIREMENT, _. WOOD _qt _POD ` CMUA/4 J7WTAPCO' O .COMCRETE.1/4rIt�NTAPCON . r o 'METAL.1/4"SELF-DRILLING'StR _OE8) 5. INSTA LLATICIN SUBSTRATES.; 13/4"U CLIP ;n; 4WOOp'ANCHORSSHAtiL'HAVEAMIN EMB 'ENTOf11/,2 &EDGEDI5TANCE3)F:1 WOOOSHALLBEMIN SG 0551, HOLLOW EMU.ANCHORSSHALLHAVEAMIN,E,. MENTTlF11/4""$u'EpGEDISTQNGEOF2-1%2'.F1'D110;UTCMI)SHALL: MWEIGHT�CONfORMINGTOASTMG90 ALUMINUM'6005T5 BEMEDIU AICHORSSHALLHAVEXM4N EMBEDMENT, -0/4 &:EDGEDISTANCEOF21/2;;GONCREfESHAEL!Q'c o. o; o. COfiICRETE U-CUP FOR USE ONLY IN IYIIN 4000 MULLIONTaMULLION, s n rr •.METALANCHORSSMILL.tik EAMIN MTHREADS,P,ENETRATIO ONpMETAL;57RUCTURE55TEEL`SFIALLBE'IiAIN. j CONNECTLONS rJ X,13/4. L'CUP iBGA,(0.045 THICK)33`.KSIYIELOALUMINUMSHALL$E.A7INE1%8" ALUMINUM 605375'. - ALUMINUM60b3=7b "MUST'BE USED IN PAIRS r.�4.. FAshra�nrsivitcnmut3siFiis. . 'O _ ,O.. 0,.. ,\ �. I..: ]Wiibti•+rtsiCAYU . NOTE SEESHEEi3F P,ECIFIG_CLIp _, * ' HVHZCLIPPEDALUMIN $ENIULIlONS. Al ...,NS, o to Q. ►'� 7 T = ��. •VERTICALANDNORIZONTAL. IGURATIONS w` orgynxpao Dere 6wE ev.,_$ EAxme+ i 10 X5/32"X 13/4_° 0, CLIP -.� `�� \ 02/05113 _ 1H TJH' H ALUMINUM605376: 0510 o C � N� fih PA 0003 rs 6' „ 369''LtSi s� 336 IOIATION e11 .,am, cesCrtwna+; zti I NTS I E n6 6 P ........_.._. ..-._... _._ 1 , FCP: -_ _ nape mR.oP,wmo,mwnoN NRs9sm..._.;�_-._._....._...-__ _......... ... ..__........_. .70F'11 i . t MU LU .DESIGN PRESSUREUMTfS'FOR MUWON 1x4 ONEWAYMUWONS �I' 1.000'' _ SPAN.'L'._ _ -�TRIRUfA YwD1H'W',INS). -- - MULLIOIJ- i 0N .: - A I 1'.-,'42:, V '4_ 53125 '.54 24. 2060 2W.V, 2=0 7'200.0,"2C66 20DA �?06.0 200.0: ' 36 _2W.0. 200.0 200.0__200 '200.0 20Q0' .200:0 TRW.0. 0250" 4 _48: 300.0 2010 ''206.61' 2000 2000,. _200.0:.20x0 .2000 .200:0 20.0 20.0 3060 206:0L2000_ M0 20,0 I 72 20aO ...-200:0. 1.20.0. .Y81'.Si .16LIS 1 147.91.,.139.7 . ...138:6 S32fi _z00.0 '1593 _1 98.0 S8s'.. 82.5 sL7' '7E7.... 96..' 1461 _106:3 .s53__ T3z_ '661 57.4 53.1 525 E8.s ONE=1l11AY'MULLION DIAGRAMS 395i 36:3 DESIGN PRE5SUREUMJTS'EOR MU[LION:1°k 4 1W0.1VAYMUUJON51 SPAN I, 'TRIBUTARY WIDTH'W'IN) 53.I75i .54 .__.. _ IIN1 18 24• 30 ... 36 142' 1 as... 60 ";0,2501fI MULLION i .ii ULLION ! M 2a 200.0 2000 2aa0 20ao' 2000 2bD.a 200.6 2W.'0 200:6 "� )(4 M,ULtI.ON, 36 20 0 :20U.0` .20.0- 200.0' 200 D 1 .2W.6. 266.0 1 200.0 1955 - 48 200.0 ,2010r 2006 207.6, 200.0 I 1841, 1681 165:41 145$'. ,fiwMiNUN1 6005-'CS: i 60 200.0 2fta, loco 193s'- 1761 -74-&V- 72 45B` 134.5' '132.'3 i19.1.. 96 1352 103 194fi 163.&. 1604 .]229: 11L0 3.092 983 - ;2.154:7, 123:8 1n;7 S8a 774; 699 ;658 6Y9 'TR IBUTARY;WIDTH.= W1{ `. ' { .T� S82 49:1 .592 SLB` 448 (461 .61:5 .IDH ",'9T1 ,7Lffi. 58:2. 48.5' 61.6 '' 86.4`, .32:9' 132.4 391 - ... Tlh/0�=11VAY`MULLIdN DIACRAIVIS' , TABLE'NOTES Y.. SEE3NEET1fOR1NSTRUCTIONSONU5INGTABLES SEESHEET54ANDSFORTX?1CALINSTA}iLAT10NMETHODS&.CL1p'DETAII.S. 2=, LINEAIg�j ERPOLATl0N8ET1filEENUSTED 107HSKND'.SdANS)SALCO�AIED. SEE;THIS SHEET fOR SPECIE7C Mj1LU0N DIMENSION$. 4.= SEE.SHEETS;FOR:SPECIFICCW,DWEN SIONS:. 3;; ANCHOR REQUIREMENTS N7OOn N14,WOOD SCREWS 4 •CMU 0/10.7 ITW. APCONS r +.CONCRETE;i j4 ITW TAPCONS GpUALIFIED,ANC}iOR CLIPS: METACl/4 SELFDRICLINGSCRELYS{GRADES] r' 6- INSTAL1AT10NSUBSTRATES +WODDANCHORSSyALL}fA1(EA.NIIAT:EKABEDMENTOF71(2" EOGEaI}I$TANCEDFI"WOODSHALLBEMIN;SG-055 HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT'OK-1%_0'9,ED.GE•OISTANCE DF 2-1/2.`iNOL1 DYV CMU SH/Ul. - BE MEDIUM;W EIGHTCANFORMING'I'O ASTM C90 ` b DEONCRETEANCHORSSH(+LLHgVE'AMIN EMBEDdIEN(OF1=3/4, &EDGE,DISTANCE;QF>x,l/2';[ONLRETESHAGL'BE 0 q o )Y1IN.4000 Qtt). 0 METAL ANCHORS SHALL HAVE AMIN':(3)THREADS PENMATIONBEYQNDMETALSTRUCrURE'MELSHAL49EMIN, s SS;G."(0045"THICI(j,33KS1YIEL0 ALUMINLIMSHAIYBENII[7.1/8.`!7HICKALUMINl7Y1.6063?5: ... A O 0 ...__ O D -..6 O ..,�,..Y _ O O ♦♦ .�� .._REVISIONS. W-I .�¢e�ppp Fiismw+w3lReena+�tsr3ta. ALUMINUNI6063-T6! , S Y" 331 8 I7 CLIP' Mme`i or2 X 4 MIN � �� nMrrara:onwHOF MUSTBE,USEDINPAIRS - 1 ' u ! n +'* � � z� HVHZCLIPPEDALUMINUMTUBEMULUONS } UERfiS11LANDHORWNT L-GONFIGORAMONS 1x L ON ; NOMSE£SHEET3FORSPECIFICCUP P, � n.�onnvwsvr M(were�opr TYBESAND.DIMENSIONS _ pu _,.. ._ ..._ _. r- ,f c'.Lm�O�m♦♦.. ' 4 _ __ _ 1A-0003. N.7 S. � aai'aFeua4i t cT?a ' _ _ irevt uer.oc;wmoew�No:=zis�s i I I. are ._ °=`!�.^�" 6 3 1 9 { ... .. n.,,._,.w:._s_•.++...e.w..w.w0..w....u....rww-mr......c✓a-Mrr."m»w WWr.ec. tx....w _ _ _ � __ - • DESIGN PRSSUREUMRSF0RMUWON2Bx4 ONE;WAY MUWONS 5P ' - TBIBUiARv7NIDTHVI(IN.f .MUWON ` 2.000' 74 ? 200.0. 205.0 200.0, 2D00 200.0. 2000 2000 200'0 MULtiON- _ 6' -2000 A 207,0. 200.0: 200.0 200.0:. 2000 2000 200o l j 0.8 2000 , 2000 200.0, 200.0 x0. Zona 200 D 2000 60' 2(MLO 200.0` 0 200.0 2000 200:0: 200.0 2000 200.0 D:2S0" -- 72 200.0 200:0 2 .200.0 2000 1970, 183.0 i]868 I180:1.I H. I .- 1 I �� J 84Jl 200.0 2000 495:1 , 6.4 146.6 132.5! 123:5_..132.21 314.$. _ -II•--?-I 95 200.0 1590 '129.1 1tls. 95!9 I 85:9 79,5 78.5! 730 I 4.DOD"- '108 146.7 111.1 59,9 ;-76:0 ....2 I 59;11 :54[0 . 537%x:49:5 'I1 i 0111E_Vif _•,`_ULLIo,N D]AGRAIV�S DSIGNBRESSURE` P.nS"FORMUWON:2 x4 '300 Y.MUWONSi SPAN:Lr ...''1RIBTlTARY IMOTt9'Vl'Op is L.:24 .. _ 60. 4MULLION-1 ' _.30' `36 ...:42 48..: 53: ...54 '. NIUL! I, 24, 200.0 .200.'0 200.0...200.0 :200 0 i 200.0:.. 200.0 300'0 0:2$0 J� � 36 200.0 :zoao 200.0 20001'.':200.0 200.0:.. 200.0 zona .o;' 2" X 4"Itil1ULLION 48 2000 200:0 2D0.D.. 200.0: 200.01 1970'_ 17&0 1751 - - � ..�..... .. i n 2200000 200.0 200.0_ Zoom1�1 1576.: S4z4 3401 1261: AIUMiNU,M:600§.-TS,: ; e 2W.a .2mo_ mu 9501 t 131:3+�: 118.7 .316.7 1 1: •E4 .2000 2010 18x1.. 150.1 3287 112.6 1017 100Y - 96 -.�2�:a -155:1. '1241._ 103.4 IHS,6 77.6-- 70.1: X68.9 62.0 l.'lll•k:LV2 '�: �! I LOS '.145,2 1'10&9' 87.1 776. -54S- _49.2. -454 X43.6 TRIBU'[ARY WIDT - ..,. NIlO-UVAY:11%I'U LLION DWAAMt f TABLENOTES':, ?I. SEE SHEET It CTIONS.ONUSINGTABLES SEESHEET54pN0¢FOR`Ti!PIC9QNSTAL1ATi0jV;NE7�10D5`&`tLIP'I)ETAfiS. ;Z LINEAR RP.OLAT10 EEN CISfEDWIDTHSANDSPANS IS`ALLOWED, j 3 SE SHEE7FOR'SPECIF, WON.DIMENSIONS.,. p RL SHEET3FOWSPECIFI000P, NSIONS: NC CIRI{EOU)REMENTS; WOOD 14 WOOD SCREWS , �- ,. 1/4 ITWTAPCONS � j 14Ui4L'l AIVCHOIiCLIPS w CRETEY/0. iTWTA." •NIETAL�JJ4SELF DRILLfNGSCREYIS:(GRADE_ ) INS TALG1T10NSUB$TTtATES ..tN00D ANCHORS$HALL HAVE AUN;EMBED(V1ENT. %2"3z EDGE Q(STANCE OF 1• WOODSHALLSEMIN'G 055: _--- HOLLOW CMUANCHORS SHALLHAVE'yMIN EMBEDME BEMEDIU1=1/4.":&EOGE_DISTA�]CEOF2,1[2"HOLLOW CMU SHAD IVJWEIGHTCONiFORMING�TOA MC�90 ? j CONCRETEAIJCHORS$Hi4LrHAVEAMIN�EMBEDMENiOF;lc3%'4". G.E'DISfANCEOF2�Ij2":,CONCRETESHALL'BE E MIN.i,4000;PSI, .METALANCHORSSHALUHAVEAMIN..(3)THREADS PENETRATION$EYON ALSfRUCTURESfE4S(tAfLBEMIN: 1 18GA..(0.04S0THICKJ.33'KSIYIELO.ALOMINUM.'ikAU-8E`MIN..1(8",THIGkALU (v}Og3-TS: ,P I 2"X4"X 3;3 C-CLIP . FAsr�aa_ear✓rtrerrOra�sryro;.2 MU 11SEDIN,Pk1,RS' J�. �3�� +orjsc+rx y ennsr4�rt+�.eru^vettr 1culwMLrncA b 7 7C I r YRVHZCGPPED.KLUMIN BEMULLIONS. NOTc'hSEESNEET3fORSPECIFICCL1Pj! 0 r Qr VERTICALANOHORRONTAL FIGURATIONS f TYPESANDDIMENS(ONS '��O C. 4 I ' 2"x4"MU[1lON _. _. _ ., 1 'GlE tTAv+NBY, PAFI��hL tlT: .. 000000 d2/05/13to F ._.. PA-0003 N . ' IFOPE n0xe�'nc •• Ps Ci7E OLSCR�fI0i1 REV. SNEET:, ., . .rereecR°r'tv4oe�Amm�uLuno�uazasre . :"�'� - --' ,. ,.., _ .. 9OF'1L a. i i 'DESIGN PRESSURELIMITSFOR Pott1WDN 2'x:6"-ONS-WAYWUWONSI I - SPAN, 'MBUTARYUIIDTH-W-UN.1 11N l 24 36 36 42: 48 53125 54 dW , 24 i 200.0 0 '+00-0= =_0 2MO 200.0 200.0+12040 20O ! ' 3fi Laq0.L 2010 ;i�2DO.b 200:Q 200.0��200.0 200:0 j _ _ , 000000 2010 200D 200:0 I2000II200.0 ;200':0 20:0 h00 200.0 X200.01 20 0 `200.0 72 200.0200.0 200- 100:0 'x200.0 19y'0 188:01.1866 -200.0 ,k 200:0; 4716 157:6 ;A4&71'.•147.5' 340:3 i 9fi -'i 200.0, -200.0 11186:8: 161:6 `4ai 13L3 129`01!`321;8 1114.6-! QI�IE=1N Ut UOU DIAG114M , r X397.0 I 352.7' 540:1' II! -1126 104:9 1 1303:8 97.0: cu �r� i DESIGN�PRff$UREUMiTSFORMOLUON 2^x5'-100- �uwdN5 MULLION ° SPAN'e TRIBUMARYWADTH'IM(IN;) _ MULUON` - (iN. -18' 24 11 :30 I 35 42 48 63,1751! I so, I 24 20 0 300.0 20.0:.1 20:0 200.0 200.01.200.011.:300. 00.0 • ., - i .36 i 2000 200.0 2WA W 20.0. 200:0 20.0 I 2000 I SOaO 200.D' 20:0 :200.0 1970 178,0• 3751' X48 i 200.0 '60 i : - 14i4 140.1� 126:.7. � ?00.0+ =0200.0 2000' 480.1 15Y.6 72 s 200 20.0 20x6: 1 175'1' SSO.1 1313 1118:7 ,Y367 1051 ' 84 I 200 t:1200.0 imil lsaf U0 112:6 IOL7' ^..001 9a1.. i 6"fillll LLl 96 2000 ,190 357.6'.3 1313' '112,6 -9&S 89.0' 87.6 78.6- 1 dOB.. Ij 200.0,1,sys.i 1 140.1.1 116:7 1 SOQ.a _:Szs ji 79.1j nWI. 70:0; _ Al uM;6005=T5S.. .. - 7�Y1N,0-1NAY;NiULLIO.I�I DIAGRAMS „.. TRIBUTARY WIDTH'= 'TABLENOT=Si•. L 3EESH " OR`WSTR NS'CN USINGTABlfS SEESHEEf54/iND5FOf1;7YPICAIfNSfpLLATfON;METHODS'&CLIQbETA ILS:,. 2 LIN ERPOLATIONS jj .6Mb11iSANDSPANSISAL'LOWED, C?UALIFIED ANCHQR•CLIP,S 1 13u 5 ISSHEETFORSPECIFICM NDIMENSIONS. 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