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WS-16-1900 Peet NO. 1t -7-16-1900 Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE to rk Classification:Window/Door Replacem �• � Miami Shores,FL 33138-0000 Per i Phone: (305)795-2204 Permit status:APPROVED COR11D Issue Date:7/19/2016 F Expiration: 01/15/2017 Project Address Parcel Number Applicant 1234 NE 101 Street 1132050080030 Miami Shores, FL 33138- Block: Lot: JANN& DAVID RUFENER Owner Information Address Phone Cell JANN&DAVID RUFENER 1234 NE 101 Street MIAMI SHORES FL 33138-2609 Contractor(s) Phone Cell Phone Valuation: $ 8,700.00 PARADISE EXTERIORS LLC (561)732-0300 . _ ... ...., ., .. Total Scl Feet: 0 Type of Work:REPLACE 10 WINDOWS Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 DBPR Fee Invoice# WS-7-16-60501 $3.00 07/08/2016 Check#:7698 $50.00 $179.40 DCA Fee $3.00 Education Surcharge $1.80 07/19/2016 Credit Card $ 179.40 $0.00 Permit Fee $200.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $229.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all theVth nfor ation i a cur to and that a rk will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I autho -name cot do the or stated. July 19, 2016 Authorized Signature:Owner p licant Co a r / AgpK Date Building Departmenttopy July 19,2016 1 Miami Shores Village RECETVTED Building Department JUL o 8 016 1005U N.E.2nd Avenue,Miami Shores.Florida 33138 TO: (305)795?204 Fax: (305)756.8971 BY; INSPECTION'S PHONE NUMBER: (305)762.4943 FBC 2011 S BUILDING Permit No. WS (O- MOD PERMIT APPLICATION Master Permit No. Pertuit Type: BUILDING ROOFING JOB ADDRESS: 1234 NE 101 ST Citv: Mianu Shores County: Miami Dade Zip: 33138 Fo li o.iParce14: 11-3205-008-0030 is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):JANN S RUFENER Address:1234 NE 101 ST City.Miami Shores State: FL Zip. 33138 TenandLessce Name: Phone+: Email; CONTRACTOR: Company Name: Paradise Exteriors, LLC phone": 561-732-0300 Address: 1918 Corporate Drive Citv: Boynton Beach State: FL Lip: 33426 ()ualificrNume; Dan Beckner Phone4: Statc Certification or Registration t;: SCC 131150472 _Certificate of Colupeteacy#: Contact Phone#: E-mail Address: paradiseexteriorsllcggmail.com DESIGNER: AfeltitectTagineer: Phone#: !.. Value of Work for this Permit: $8700.00 Sgnare/Linear Footage of Work: Type of Wurk: LlAddition ®Alteration ❑New LlRepairiReplace ❑Demolition Description of Work: Replace 10 Windows 00101. dwit tile: *iss.k�r?:':at*;w�w�:t•:r:':•�:!-.:-I.-'.:-J::'::':•Y�:Y¢x:':�:a4':i4Y tr•h aF ,, dtt*i:::**d:•kiiii**�:9:�...._`.;,..y;•:d:-l:•Y.i:'r:l-,l-i;r.=:=':�+:'v4=:44 a4 �, Fc,c..r• r �j Submittal Fee$ J40'40 Permit Fee$ 200'40li CCF$ J• �/ COICC S Scanning;Fee S •Q Radon Fee S DBPR$ �• dQ—Bond$ Notary$ Training/Education Fee S .1 Tcchuology Fcc$ a• Double Fee S Structural Review S TOTAL FEE NOW Dill:, Bonding Company's Name(if applicable) Bonding Company's Address City State — ..................-- - Zip Mortgage Lender's Name(if applicable) Mortgage Leuder's Address..._._._. _.......... City State zip Application is herchv made to obtain a pennit to do the wort: and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a perltlit and that all work will be performed to meet the standards of all Imus regulating construction in Ills jurisdiction. I understand that a separate pennit must he secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurare and that all work will be done in compliance with all applicable laws regulrltillg colistructiol-,and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO-NOI-ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH, YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." MotiCe to rlpplicuni: As a condition to tine issuance of a bltildilig pel7ult With an esthnetleil value exceeding S2500, the applicant nutst promise in good faith that u copy of the notice oj,commencement and construction herr lair bl-ochure will be dclfrered to the person wha,se_pi-aperty is subject ro atlachluernt. Also, a certified copy of the recap-ded notice of cornulencernent must be posted at the job site for the fl-sf hispec'tiail which occurs schen (7) dad's after the buildup;permit is issued. In the (ibs'encc of such posted notice, the inspection will nol be upproi!ed and a reh • ection fee will be changed. Signature Signature Owner or Agent ClIr Contractor The foregoing instrument was acknowledged before me this —90 The fnrcgoing inslrutneut was aclztowledged before me this day Iuf�e 1.o, y�S tIILIIJ F_l2 day<Ir �— o �,by-- , / � i y who is personally known to me or who has produced wh K a IV lows Ie or who has produced As identificati as 'delltification and who did take an oath. NOTARY PUBLIC: Jew 014% JAMES HOWELL NOTARY MY COMMISSION#FF246672 ° EXPIRES:Septw*ar 22,2019 Sign:_ ... Sid � .. ............ Print: _....�—TMAE5 OIA)F, rL Prin Y� ,'%� KA LEE N NERRMANN My ConnniRHiOn Expires: My � :public-State of Florida a; My Comm.Expires Sep 10.2018 •' Commission# FF 129910 .:.•:«•...........'.fl:'YLVfYnY'k1Y 141Y�'-IiXt�..�.-.�.�jJ.y.� .. .*.. I::F'l::f%:'».•'.:'.t':...�...:.�:'J:::YH.�'»..::'1f:: .. .. ..• ... .. .. .. .'lf`T,�:'rt1�:YY t13 ob APPROVED BY flans Examiner Zonate Structural Review Clerk (Krviced 5!?r?pt3J(Revised il12,3tt12}1(RcwiscdU6'I0!30(f9)(Rwiscd 3.15,'U41(}iesiti�tt 7,'10;20071 • ©ara ise E X T E R 1 Q R $ IMPACT WINDOWS AND DOORS 1918 Corporate Drive,Boynton Beach,FL 33426 Office 561-732-0300 Fax 1-866-721-5332 State Speciality License#SCC131150472 CONTRACT AGRE/E'MENT To: Date: Street 23S=� d— Email: I l_ �Y' l Zip Code: 3�/ Phon Paradise tenors agrees to measure,furnish and install the following products for the amount stipulated below. All wo be completed in workmanlike manner according to Florida code and standard practices. Paradise exteriors will haul away all job related debris. Paradise Exteriors in not responsible for removing or replacing any furnishings,or hangings on interior or exterior a year home free service on work performed. Allcttrrer warranties provided at completion. Was your home built before 1978'No Do you live in a Historical District Yes No HOA Approval Needed:Y-(DN. roject can be delayed due to BOA apprO al- —tial here) Quantity Style Location Size Color ! i 52x37 u? '4� O �1 V n X,(a.3 t -:r2!AfSLIDER eDoA 17�CJ` l .�/�rI j��\/J}'/Vj�� llble 2 PART SLIDER(Mulled) T TTICD ti_ - .:nAnWr 1 ko Z -lgkSO L�k37 3 3 C� k� E WOU LE CAS elff Mdt kft"04014W-,.ipa,,,v t )C✓ b x3 C = »m pp �kear:'.\ MANUFACTURER SCOLOR G 0 E O S (-rUMIIVL7M STOM WINDOWS J�J ACTGLAS _ — -- �9� �s86i8 _ TOTAL NUMBER OF WINDOWS ON THIS ORDER: #--/ STLYE &L-) COLOR TOTAL NUMBER OF DOORS ON THIS ORDER: # 6 TOTAL NUMBER OF OTHER PRODUCTS: # NOTES BUYER'S RIGHT TO CANCEL TOTAL SALE PRICE S Io Q BUYER MAY CANCEL THIS CONTRACT BY DELIVERING WRITTEN NOTICE TO C. THE SELLER ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY LESS DOWN PAYMENTC�.Jr��rGl' AFTER THE DATE OF THIS TRANSACTION. BUYER MAY USE THIS CONTRACT AS THAT NOTICE BY WRITING-1 HEREBY CANCEL'AT THE BOTTOM AND ^ ADDING BUYER'S NAME AND ADDRESS.THE NOTICE MUST BE DELIVERED PAYMENT AT COMMENCEMENT OF INSTALL $ '(J TO THE SELLER AT THE ADDRESS SHOWN ABOVE. Cask (a FIN/LL&LLANCE AT COMPLETION OF INSTALL S�t('��lam /1..�.a b wtd rbwkp Taos CWVW Wapope 7hm w b••23%cmgofppbah mN w)+nerrta.) All material is Guaranteed to be as specified. All work is to be Completed in a workmanlike manner according to standard practices.This contract is valid only with proper signatures. Paradise Exteriors shall not be held responsible for time and material delays,strikes,acts of God or any other matters beyond its control.Owner agrees that the equity in th• ro u security for this contract. Since this contract calls for made to order goods,it is not subject to cancellation except as stated above. Stan installation approximately weck(s)tion above date Verbal promises oaa cause tnisunderstaodings,therefore this contract constitutes the entire understanding of the parties,and no other understanding,collateral,verbal or otherwise,shall be binding,unless signed by both parties. Paradise Exteriors is to remove and haul away all job related debris.Allsales and discounts allotted. All charges included abovc. / Thank you for your order!!! 6 !o Zol(o x B IGNATURE BUYER SIGNATURE DATE X rO L RESENTATWE SIGNATURE DATE 2a/� 1 I. Opening I Size 1. FL15814.1 73 x49 (HORIZONTAL SLIDER) Ay 2. FL15814.1 73 x 37 r (HORIZONTAL SLIDER) 3. FL15814.1 52 x36 (HORIZONTAL SLIDER) 5 4. FL15814.1 73 x49 61 i~ (HORIZONTAL SLIDER) y 58 (D 5. FL15814.1 73 x 37 7 S'�r��5 C. (HORIZONTAL SLIDER) BED 3 6 �( ,- 6. FI-15814.1 36 x49 (HORIZONTAL SLIDER) 7. FL15814.1 36 x37 (HORIZONTAL SLIDER) QS 8. FL15814.1 52 x36 U' 0 (HORIZONTAL SLIDER) �- 9. FL15814.1 74 x 61 54 A ^ (HORIZONTAL SLIDER) BATH 2 7 4 2 N �U 10. FL15814.1 74 x 61 !, C (HORIZONTAL SLIDER) ••• !tel O SBED 2 •• • ... m��. .... .... ..... KITCHEN •• •• •• • •••••• cn cn 0o fV D � LIVING • v m ° -q rn 10 9 8 ...... •. _ . . D n Z 0 3 BATH 1 • • :•••: •••p• • • • • • Z I rr• C m 0 m Z •••• •••• W . M• LLL O LL 3 2 BED 1 cl a, �n •• W c m 1 (n cn Z O r m --t co DCT ccn 44 Z N o 62U GIN Q ca m D Lo 64 C m m j w D C5 _ —D{ r� 7 T C-TRIGN.E.TE,IPEST.— Cn f m Q E �rED sG N nI NOT TO SCALE \� DATE: JUL 0 8 2m Jun 21,2016 PAGE DESCRIPTION. BY- Site Plan PAGE: OF i- j - ENGINEERING EXPRESS® Design Wind Pressure(PMAx+, PMAX-): ASCE 7-10, Ch. 30.4.2130.6.2 C� 160 SW 12th AVENUE, *106 h560 ft. h>60 ft. DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gn(6c q PH:(954)354-0660 FAx:(954)354-0443 GCppos + GCp) PMAx+ = n ec GCppos + GCp) WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gn(6E GCpneg-GCp) PMAx-= gn(9G GCpMe9-GCp) A y Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area AreaT PmaX+ PmaX- 5th Edition(2014)Florida Building Code # (W x H) Zone (ft) (ft2) (ft2) KZ qZ GCp+ GCp- (Ib/ft2) (Ib/ft2) Site Information _ 1 73 x 49 Int 7 24.84 12.34 0.85 56.57 0.9 -1.0 37.7 -41.1 2 73 x 37 End 7 18.76 12.34 0.85 56.57 1.0 -1.3 38.4 -50.4 Owner: JANN S RUFENER 3 52 x 36 Int 7 13.00 6.26 0.85 56.57 1.0 -1.1 39.4 -42.8 4 73 x 49 Int 7 24.84 12.34 0.85 56.57 0.9 -1.0 37.7 -41.1 Wind Speed(V): 175 MPH 5 73 x 37 Int 7 18.76 12.34 0.85 56.57 1.0 -1.1 38.4 -41.8 Exposure Category: C 6 36 x 49 Int 7 12.25 5.56 0.85 56.57 1.0 -1.1 39.5 -42.9 Velocity Pressure Coef.(Kh): 0.85 7 36 x 37 Int 7 9.25 3.17 0.85 56.57 1.0 -1.1 .040'1• -43.4 ASCE 7-10 Cb.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0,85 8 52 x 36 Int 7 13.00 6.26 0.85 56.57 1.6 • -4.1 §*4 !4*2.$:' Topographical Factor(KZT): 1.0 9 74 x 61 Int 7 31.35 12.68 0.85 56.57 0.9 -1.0 it.1• 40. • 10 74 x 61 Int 7 31.35 12.68 0.85 56.57 0. - .0 3 .1 ...... tructure Information .••• •••• • ...• •... ...•. 00 0 •..... .. . ..•.. • 0.60•. l; 0 . Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10]able 26.11.1 Mean Roof Height(h): 12 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 42 ft. End Zone Distance(a): 4.2 ft. 1.THIS INFORMATION SINTENDED TOPROVOEDESIGN PRESSNRESFORTHE PURPOSEOFTHENSTALLATIONOFGLAZEDUNITS&OPENNGPROTECTONASPROPOSEDAND PROVDEDBYOTHERSNOCERTFCATON.EITHER JEFFFEy FRIi�E. ��• EXPRESSED OR IMPLIED SOFFEREDASTO THE V&O"ORAPPLCABLITYOFMIYPROPOSEDSYSTBAORCOMPONENT USED ALONG WITH THESE PRESSURES.ALLPRODUCTSSHALLBENSALLEDNSTRCTACCORDANCEWITH I 5 Prepared in accordance With: VALIDFLORIDA PRODUCTAPPROVALSMIDMUSTMEET THESE PRESSIRESFORTHEGNENSIZE LMITATIONS. *1SED ASCE 7-10.Section 30. Wind Loads-Corn Components and 2.NO CERTIFICATION OR REVIEW SOFFEREDTHATTHEMOPO.SED UNITSMEETANYEGRESSREOUREMENTS.-EGRESSSSUMARETO READDRESSED RYTHEPERMRTNGCONTRICTOR ANDTHELOCM M I-DNGOFFCVL. p 3.THE HOST STRUCTURE ISASSUMED TO READEOUATE TOWITHSTMND THELOADSMq')SED RYTHS DESIGN ASWORK RERAGESEXISTNG FRAMNG,OR OPENNGS DESIGNED MI D CER TFED WAN ENGNEO30F RECORD(FOR). CladdingTHECONTRACTORMULDNGOFFICIALSHMLVERFYTH A-E SURSTRATFEXFOSED DURING WORK 6SOUND FOR NSTALLATION OFTHLSSYSTEM.F DEFCENCES AREFOUN D N THE EXISTING HOST STRUCTURE THSENGNEER OR THE EOR SHALL BE NOTIFIED BEFORECONTNUNO CONSTRUCTDN AND RESERVES-RIGHT TO RE-NSPECTAND REEVALUATE DESGN.NO WARRANTY,EITHER EJ(PR ESSED OR MPLED,SCONTANED HEREIN. �� 5th Edition 2014 Florida BuildingCode N DMENSIONSAFE SHOWN TO ILLUSTRATE DESIGN FORCESMND OTHER DESIGN CRITERMTHEYMAYVARYSLGHTLY.TO THEEXTENTTHAT THEO%NNG AREAS NOT SMALLER THAN S%OFTHE ENGNEEIED DESIGN. ( ) CONTRACTORSTOVERFYALLFELDDNENSONSPRORTONSTALLATON. 5.ENGNEERSEMAFFOED HERETO VALDATESSTRUCTURAL DESIGN ASSIOWN ONLY.USEOFTHSSFE FICATON BYCONTRACTOR.-I.N DEMNFES&SAVESHARMLESSTH SENGNEER FOR ALL COST&DAMAGES INCLUDING ©2016 E-Tempest.com LEGAL FEES&APPELLATE FEESRESULTNG FROM MATFROL FAERCATION.SYSTEM ERECTION.&CONSTRUCTION PRACTICESBEI N D THATWHDH SCALLED FOR BY LOCAL.STATE&FEDERAL CODES&FROM DEVNTIDNSOFTH6 ID:paradiseext-PJANNSRUFENER 6.EN NEERNGEXPRESSHASNOTVSITEDTHEJOBSRENFORk%MNCONTANEDHERENSBSSEDONCONTRACTORWPPLEDDATAMIDMEAS)REMENTSENGNEERNGE ESSSHALLNOTEEHaDRESPO EORL10�EN MIYWAYFORERRONEOUSDRINACCURATEDATAOR MEASUREMENT&WORKSINALLBE FIELD VEIFm PRIOR TO CONSTRUCTION.ENGIN EERNG EXPRESSSHALL BE NOTIFIED AND GM MI OPIORTUNTTYTO R&EVALU ATEOUR �Yp�Y WORKUPON DGCOVERYOFANYNACCURATENFORMATION PRIOR TOMODFCATION OF EXSTNGFELD CO NDITONSMNDFABRDATIONMIDNSTALLATDNOFMATERVLS. SEAL 06/28/2016 Page 1 of 1 T•IXCEPTASE ESSLYPRONDEDHEREN,NOADORDNALCERTFDATDNSORMMWTDNSPRENTENDED. 'ALTERATION ADDITIONS.OROTHERMARKNGSTOTHSDOCUMENTARENOTPENMITTEDMIDNVALDATEOURC.-rATION' VALID FOR JOB ONLY WINDOW & DO,• ' • 'ENING INFORMATION . A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-101/o 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. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW ' LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS REQ Y/N SIZE REQ YIN/NA 1 Int Window 5/16"Lami FL15814.1 60 60 37.7 -41.1 74x64 73x49 No No 2 End Window 5/16"Lami FL15814.1 60 60 38.4 -50.4 74x64 7307 No No 3 Int Window 5/16"Lami FL15814.1 60 60 39.4 -42.8 74x64 5206 No No 4 Int Window 5/16"Lami FL15814.1 60 60 37.7 -41.1 74x64 73x49 No No 5 Int Window 5/16"Lami FL15814.1 60 60 38.4 -41.8 1 74x64 7307 No•... No 6 Int Window 5/16"Lami FL15814.1 60- 60 39.5 -42.9 74x64 36x49.. NQ;;�• l�o•; 7 Int Window 5/16"Lami FL15814.1 60 60 40.1 -43.4 74x64 36x37**:** No Md••• 8 Int Window 5/16"Lami FL15814.1 60 60 39.4 -42.8 74x64 52x3¢..... Np•••• 9-0... 9 Int Window 5/16"Lami FL15814.1 60 60 37.1 -40.5 74x64 74x61..... l�p;;; YES. . 10 Int Window 5/16"Lam' FL15814.1 60 60 37.1 -40.5 74x64 74x6;;; YES*• NV 0:' Florida Building Code Online Page l'of'2 ' vat FL;P,.rt",,.! BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Busines ���' -,. Professinal ProductApproval r —" USER:Public User Reaulation Prrduct Approval Men,. Product or Application Search>Application List>Application Detail FL# FL15814-R1 Application Type Revision Code Version 2014 Application Status Approved Comments 04/12/2015 Archived Product Manufacturer CCustom 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 Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,/ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence •• ••• • •FL.]59.,_,_„._•41.4 RI4C I EvalReDCWS-774A(HS-7700.SG.Impact).odf Referenced Standard and Year(of SPandars): •: •• Year •• • • •• AAMA/WOM4k/06A/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ••• • • ••• A•?j E1996-09 ••• 2009 • • • • • PA TAS 201/20:/2,63• 1994 •• • • • • • • • • • • •• • • • • • • • Equivalence of Product Standards Certified By ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueq 1%2bT71%... 9/2/2015 Florida Building Code Online t Page 2 of`2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2015 Date Validated 06/22/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 15814.1 HS-7700 Horizontal Slider HS-7700 Aluminum Horizontal Slider,Single Glaze,Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15$14__R1_II_CWS..::.771.A.....(I_S.::..77OQ.,....$.C;,...am}».ct.)..,..p]f 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 Evaluation Reports Other:Large Missile Impact,see installation drawings for F1.15814 Rt. AE DuPont PVB NCA.1.3-0129 27I)df DP and sizes.Glass complies with ASTM E1300-04. FL15814 R1 AE EvalRep CWS 774A 015 7700,SG, Imoact).odf Created by Independent Third Party:Yes Back next. Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your 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 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 9D® 2rG� M w urltv.t1 t'Rt, EMMA •• ••• • • • • • •• • •• • • • • ••• • •• ••• of • • • •• • ••• • • • J •• • -• • • • • • • • • •• • • • • • • • ••• • • • • ••• • • ••• • • • ••• • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueq 1%2bT71%... 9/2/2015 f f 7. URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 774A April 18, 2015 Product Description: Series 7700 Aluminum Horizontal Slider Window, LM Impact, max. unit sizes of 74" x 64" DP60 XO or OX, and 112"x 64" DP50 XOX 1/4-1/2-1/4 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5`" Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Tec mcal Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-774A, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3817-1, -1A, -2, and-2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 94, AAMA/WDMA/CSA 101/I.S.2/A440- 08, ASTM E 1886-02/04/05, and ASTM E 1996-02/04/06/09 4) Supplemental Calcs. to support CWS-774A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-774A. Limitations of Use: This product: • May be used up to sizes indicated above in Product Description and as indicated in CWS- 774A, with glass types, design pressures, and max. glass daylight sizes as shown in CWS-774A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27. I have evaluated the interlayer material in this NOA and find that it complies with the requirements of the 5`" Ed. (2014) Florida Building Code for use in this product. • Requires 6063-T6 aluminum extrusions per CWS-774A 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 b Bing is su ed. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in arty otheje;�i y jnyo vd Zn the testing or approval process of this • . • • • • • ••• • product. . . . . . • • • Al t''1 lh G + •• �=• 4/18/2015 30 Lucas A. Turner, P.E. Sy'a STATE OF .a4t: FL PE #58201 • • • • • { HORIZONTAL SLIDER - IMPACT GENERALNOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE 1900 SW 44TH AVE. 86 1/2" FLANGE WIDTH HIGH VELOCITY HURRICANE ZONE HVHZ AND IS RATED OCALA.FLORIDA 34474 751/4" FLANGE WIDTH ( ) WWW.CWS.CC FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS 74" UNIT WIDTH 85 1/4" UNIT WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37 13/16"SASH WIDTH A 281/16"SASH WIDT D I 2.GLAZING DETAIL:(SEE SHEET 2) 7700 ALUM. 3.CONFIGURATIONS:"OX","XO","XOX" HORZ.SLIER 331/16' 331/16" � 2 /16" 251/2' I IMPACT 651/4" GLASS DLO GLASS DLO I 65 1/4" GLA GLASS I 4.DESIGN PRESSURES: FLANGE __ __ FLANGE DLO DLO HEIGHT HEIGHT -- - - -- -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE n AND GLASS TABLES ASTM E-1300-04. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, r a WATER INFILTRATION TEST PRESSURE,AND GLASS o p 64" 571/16" 587/8" B 64" E 571/1 87S8 I E TABLES ASTM E-1300-04. Y UNITLLGLASS GLASS NEIGHDLO DLO UNIT D DL 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT w m HEIGHT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE rn SHEET 7 FOR INSTALLATION DETAIL.WIND LOAD m Z 60 9/16" x 60 9/16" DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O SASH SASH ANCHOR CALCULATIONS. $ > HEIGHT HEIGHT • z > Lu 6.PRODUCTS APPROVED FOR IMPACT RESWTANCE. • • • • ¢ FFe w A SHUTTERS ARE NOT REQUIRED. 6.9 • • • o OX or OX 1/3-1/3-1/3 D 7.ALL FRAMES AND VENTS ARE SCREWED•T"FoTif*R. • • g i 1 t3 1/a" FLANGE WIDTH— SMALL JOINT SEALANT USED AT ALL FRAME JOIN TS. o 553/4" FLANGE WIDTH 112" UNIT WIDTH 54 1/2" UNIT WIDTH 8.SERIES/MODEL DESIGNATION HS-7700.28 •••• •• ; a 28 1/16"SASH WIDTH A SASH6 9.THE DESIGNATION X AND O STAND FOR TMEIOL•LOWING:• •••,`r�` OREi'�Y�11t!• W ID X=OPERABLE SASH,O=FIXED SASH •••••• • Ag P•.... .GEN �— 10.SECTION CALLOUTS APPLY TO ALL CONIMLIRRTIONS. 1'7 •••r E y 65 1/4" 23 5/16" 52 1/4" B 651/4- XGS 23 5/16" •••••• "!: No 58201 • FLANGE GLASS GLASS GLASS DLO 7 FLANGE 11.WEEP SLOTS=1/4"x 1"LOCATED 6"FROM BOTHfNDS.HEIGHT DLO • • • 'b •••••:qY HEIGHT DLO • • S!!• STATE•OE :4U 64" 571/16 587/8" •• • • • SS�aNAi-*����,� UNIT GLASS GLAS 64" G` G` • �eplhnptit>> HEIGHT DLO D UNIT 571/16 587 " HEIGH GLASS GLAS60 S ASHDLO DLO 4/3/2015 x O S6 60 9/16" p HEIGHT x SLUCAS EIGHT FL PE#58201 P.E. 1239 JABARA AVE. - - NORTH PORT,FL 34288 1/4-1/2-1/4 OX or XO PH.941-380-1574 SHEET DESCRIPTION: CONFIG. MAX. UNIT DESIGN PRESSURE IMPACT RATING GENERAL NOTES AND TABLE OF CONTENTS SIZE RATING ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS - ADE 06/01/12 SECTIONDETAILV VIEWS ..............................3-4 XO 74"x 64" +/- 60 PSF LARGE MISSILE IMPAC DWG K: REV.' EXTRUSIONS&BOM.............................5CWS-774 A ANCHOR SCHEDULE&NOTES............6 SCALE: INSTALLATION DETAILS.......................? WAWpIpp SHEET 1:20 1 OF 7 DESIGN SASH FIXED CONFIGURATION PRESSURE(PSF) MAX.SIZE GLASS GLASS XO w/SIDE LATCH +/-50 54-1/2"x 64" A A WINDOW SYSTEMS XO +/-60 74"x 64" A A 1900 SW 44TH AVE. XOX +/-60 112"x 64" A B OCALA,FLORIDA 34474 WWW.CWS.CC 7700 ALUM. HORZ.SLIDER IMPACT w 5/16"OVERALL 5/16" OVERALL 7/16" OVERALL o 0 1/8"ANNEALED 1/8"ANNEALED 3/16" ANNEALED m w m .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER U Z 1/8"ANNEALED 1/8"ANNEALED 3/16"ANNEALED m O a (n 15 SIKAFLEX 552 or FLEX 552 or 15 SIKAFLEX 552 or • • z w PURFECT GLAZE"H" 15 PURFECT GLAZE"H" PURFECT GLAZE"�1" • • • • •• O ¢ •• • • • w 10 • • a U I I 3/4"GLASS BITE I I 3/4"GLASS BITE I 3/4"GLASS BITE •••••• • •• • 13 13 13 •••• • • a Otlill PhoR ••.••i • iay. CE'1 S•.�fi} �. Na 582.11 GLASS TYPE A-SASH + • • �-p f ••••�.c '0704t* STATE OF '41J ov 0 RA • Z.„0NA�� ���` 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLASS TYPE A-FIXED XO GLASS TYPE B-FIXED XOX GLAZING DETAILS DRAWN BY: DATE: ADE 06/01/12 WG N: CWS-774 A SCALE: SHEET 1:1 2 OF 7 INTERIOR yylNppyy gySTF.Pys 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 4 14 32 2 17 14 3 7700 ALUM. HORZ.SLIDER s ' � w Jill � < 00 It 8 9 1 1 o s 3 >>34 8 9 38 33 9 3 1 26 40 • • • •• • Lu •0•owl 10 ¢ 40 • • • o a SECTION VIEW B-B •• • • • • v+' INTERIOR • • ego a c1 Do" • � o I ll"�NOREIM r"• 16 4 31 7 3 ••:••: • •,a :•�GE�S �, �i 19 •• •• �' : ''" •i ix9 No 58201 i P 11 •••••• * ••.*I • •• • � �• STATEfOF .V: • • • y0.iY'.� ffb,f � 36 �� 4/3/2015 1 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 34 SHEET DESCRIPTION. SECTION VIEW A-A 34 38 9 SECTIONVIEWS SECTION VIEW C-C DRAWN BY: DATE: SIDE LATCH OPTION ADE 06/01/12 SIZE AND DP RESTRICTED,SEE SHEET 1 DWG M: REV.: ITEMS NOT SHOW FOR CLARITY: CWS-774 A 5,6,10,12,15,18,24 SCALE: SHEET 1:1.33 3OF7 INTERIOR QMYEPMSO 4 14 3 40 2 1 2 6 14 4 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.CC 7700 ALUM. HORZ.SLIDER IMPACT � w � Q 00 Y � 1 W C!] U) 34 9 38 33 9 9 3 6 1 30 40 30 1 29 9 8 34 m Z 5 • m O SECTION E-E • • • • • • w • • • ¢ p H • • o a I � a WKS 3 U 8 •••••• • : •� 9 8 •••• 30 �••••• • •• • •i ZO I i 23 •••••• • • +tit+++++DRE11,t�tY • • . • . ��` j �rr 29 •• •• •,Jy PGE �l6 ao vP: • • • ?�: No 58201 INTERIOR • • : sf�• *• STAfiS•6R16 •!��� • • �t ,LOg13P 29 r ........A 16 ,9 z� 30 _ _ 4/3/2015 32 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 3s SECTION VIEWS XOX 1 DRAWN BY: DATE: ADE 06/01/12 DWG#: REV.: CWS-774 A ITEMS NOT SHOW FOR CLARITY: ALE: SHEET 34 SECTION VIEW D-D 5,6,10,12,15,18,24 1:1.33 4 OF 7 /fV ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL 2 5/8" 1 5116" 0 (� 1 H-1934 FDO=D MEETING RAIL KEYMARK ALUMINUM 2 H-1 9462 MTG.RAIL,SASH KEYMARK ALUMINUM �`-2 5/8" \ WINDOW SYSTEMS 3 H-1947 SASH LIFT RAIL,SASH KEYMARK ALUMINUM 35 I 1900 SW 44TH AVE. 4 P-3018 WSTP,(.300 x.187back,Bulb) AMESBURY OCALA.FLORIDA 3aa7a 5 P-3029 SCREEN LIFT SUMMIT STEEL 25 WWW.CWS.CC 6 P-3033 SCREEN SPRING FLA SCREEN STEEL 2 3/16" 3 11/16" 3 5/16" 36 7 P-3169 LOCK SPRING FLA SCREEN STEEL 1/76 1/16" 0 7700 ALUM. 8 P-3302 WSTP(.210 x.187back) ULTRAFAB U 9 P-3218 SCREEN FRAME(5/16") ALL METAL ROLLFORM FRAME CORNER CONSTRUCTION HORZ.SLIDER 10 P-3228 ROUND SPLINE(.155) DAPA HEAD-1933 ,/1s" IMPACT 11 P-3305 WSTP(.270 x.187back) ULTRAFAB 20 12 P-3321 SCREEN CORNER KEY FLA SCREEN NYLON SILL,BOTTOM-1966 SILL,TOP-1967 N 13 P-3352 SETTING BLOCK(1/8"x 5/8"x 2") FRANK LOWE RUBBER �� Lij 14 P-3397 OPEN CELL PAD(black) HO PRODUCTS 15 P-3433 HOLT MELT TRUSEAL 31/16" 115/16" 15/16" 16 P-3443 WSTP,(.290 X.187)BULB ULTRAFAB Y 17 P-3515 #8 X5/8"PHIL FLAT WHT FASTENAL STEEL 1 I w m 18 P-3566 SCREEN CLOTH WIER T 37 U) 19 P-3804 ROLLER ASSEMBLY M&M NYLON m Z 2 7/8" 2 11/16• 2 1/2" SASH CORNER CONSTRUCTION a O 20 P-4144 #8 X 1 PAN PHIL W/1/4"LEAD FASTENAL STEEL • • • v 21 P-4479 WEEP HOLE COVER M&M NYLON L1/16 r • • • •• $ O¢ 22 P-4707 SASH MTG RAIL LOCK LAWRENCE NYLONL L 1116" �� •va • o 23 P-4959 WSTP(.420 x.187back) ULTRAFAB //� / • • _- 24 P-5289/90 SASH END CAP M&M NYLON 0 • • �- 25 S-1933 HEAD KEYMARK KEYMARK LOCK JAMB-1962 FIXED JAMB-1957 FIXED MTG RAIL-1934 / • • o C) 26 S-1935 REINFORCEMENT KEYMARK ALUMINUM • p 27 S-1936 SCREEN SUPPORT KEYMARK ALUMINUM 28 S-1939 TOP/BTM RAIL,SASH KEYMARK ALUMINUM —2 3/8" •••• • •• • • •i oz 2 1/2" 29 S-1941 GLAZING BEAD-5/16 KEYMARK ALUMINUM � �0000 • • �x��i'�'�rY • 30 S-1949 GLAZING BEAD-7/16 KEYMARK ALUMINUM 2 i 1/8" • • • w►��NOREH Rrp • �• • Jc�P••••• •�tU�j 31 S-1956 SPRING SIDE LATCH KEYMARK ALUMINUM 3 MEETINGf 16PTjPPHMENT 32 S-1959 ROLLER TRACK KEYMARK ALUMINUM 1/16 �p: ••c^' 33 S-1960 SCREEN CATCH KEYMARK ALUMINUM 25/6" 25/16" 13/4" SMALL JSINTSPAM OEALANTY No 58201 6-P 34 S-1962 JAMB,LOCK I KEYMARK ALUMINUM 1/16" 1/16" •.Pt a• 35 S-1966 SILL,BOTTOM KEYMARK ALUMINUM :...a• • `�;• STATE 5�•f 36 S-1967 SILL,TOP KEYMARK ALUMINUM • i • 37 S-1957 JAMB,FIXED KEYMARK ALUMINUM • ��T ;F> 38 WSTP(.530 x.187back) ULTRAFAB SASH LIFT RAIL-1947 SASH MTG RAIL-1946 SASH TOP/6TM RAIL-1939 •'��� S,o..1 ryCi;�•� 40 GLASS SEE SHEET 2 1 7/16" 15/16" ` 1/2" 1/16„ 15/16" 9/16" 13/16" 3/4" 4/3/2015 33 3t 9 LUCAS A.TURNER,P.E. 32 718' 6 1' 1 1!4" t' FL PE#58201 L 1/8' L 1/16" 1/16" 1/16" 1/16" 1239 JABARA AVE. ROLLER TRACK-1959 REINF.-1935NORTH�PO T,FL 34288 SCREEN CATCH-1960 SCREEN SUPPORT-1936 SPRING SIDE LATCH-1956 5/16"GLAZEBEAD-1941 SHEET DESCRIPTION: BOM AND EXTRUSIONS 3/4" 30 DRAWN BY: DATE: 1• ADE 06/01/12 1/16" DWG N: REV.: LINE ITEMS NOT USED: 7/16"GLAZEBEAD-1949 CWS-774 A 39 NOTE:ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. SCALE: SHEET 1:2 5OF7 J �DOW SYSTEMS �j, �y 1900 SW 44TH AVE. 14" MAX.O.C.(TYP.) � L OCALA. 34474 ' 3" (TYP.) 6" MA TYP.) 3"(TYP.) W ALA.FLORIDAFL RI 6" MAX.(TYP.) 3" (TYP.) 18"MAX.O.C.(TYP.) SEE NOTE 2 Cc 3"(TYP.) (6TMPAX. 6"MAX. (TYP.) - - - - - - - - - - 7700 ALUM. HORZ.SLIDER IMPACT I I I a 7 e„ o 0 18 X } MAX.O.C. X O INSTALLATION MAX.O.C. ANCHORS TYP. INSTALLATION y X (TYP) ANCHORS TYP. w m 0 z • m 0 • • Lu •• . • • •.:.. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) •+••• • •• • • •i •••••• • ••i�dt tiORE •••••• 'N r•�n: • • • -...,J: Na 58201 i $ NOTES: ••s• • STAT;15P•Od t.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACIN�SAME S HEAD. • •�i� i•• O R 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. '"5 7� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THE E RAW N S, E T B E ,S E T 4/3/2015 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. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3"FOR SOLID CONCRETE,3-9/16"FOR CMU,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/01/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV- CWS-774 A 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) - SHEET 1:20 6 OF 7 TYPICAL HEAD ANCHORAGE Il Tll1W//nMM SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 INTERIOR 1/4" MAX.SHIM WWW.CWS-CC t PERIMETER SEALANT MIN.EMBEDMENT 7700 ALUM. BYINSTALLER SEE TABLE 1 INSIDE AND OUT MIN.EDGE DIST. SEE TABLE 1 HORZ.SLIDER SEALANT BEHIND FLANGE BYINSTALLER I INSTALLATION ANCHOR IMPACT 1/4" MAX.SHIM SEE TABLE 1 M W H c o � INSTALLATION ANCHOR INTERIOR Y SEE TABLE 1 SEALANT BEHIND FLANGE SUBSTRATE BY OTHERS w m BYINSTALLER SEE TABLE 1 1n U Z PERIMETER SEALANT m O BYINSTALLER 606900 • • o N INSIDE ANCtOUT • • 0 w r� HORIZONTAL SECTION •• • • • a 7 TYPICAL JAMB ANCHO •• 4 • !' op �1/4" MAX.SHIM 40000 • • SEALANT BEHIND FLANGE 0 BY INSTALLER *0000•0••• • 0 • ' . 0 PERIMETER SEALANT MIN.EMBEDMENT •00000 • • a��y��iiu �� • BYINSTALLER SEE TABLE 1 •••0•• • 4•���Ph'©...'9'-V1. * ` INSIDE AND OUT OPy•-,\G E'9 fi Vo SUBSTRATE BY OTHERS �40•9s b: No 58201 x6,01. ' at•• SEE TABLE 1 • • • i *•••�is* MIN.EDGE DIST. • a • " SEE TABLE 1 4444 • i STATES SP 0 V r� VERTICAL SECTION • •?� �L �7J TYPICAL SILL ANCHORAGE z� 4/3/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1.1/2" 1-1!8" 1239 JABARA AVE. NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2' PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" SHEET DESCRIPTION GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-3/4" 2-1/2" 2X MIN,SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" DRAWN BY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD ADE 06/01/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 DWG C REV. 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING( FULL THREAD CWS-774 A 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16" SCALE: SHEET 1:2 70F7 1 y�� :.......moi..... _ _ NiIAiVIt DADE COUNTY,FLORIDA _r PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONONNIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIMMSTRATION DIVISION T(786)315-2590 F(786)315-2599 PTANCE NOA wmv.miamidade.gov/econony 6Lawson Industries,Inc. 8501 NW 90 Street Me le ,FL 33166 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(in Miami—Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the F r' t ••i � e DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o SteelZRaicemeut—L.M.I. PR DOCUMENT: Drawing No. A — 1 0 ,trt a luminum lions S eets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control SS ; I A T T ar e n Si ral iss'le m ac R si tar t LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be ava*Te ?o`Angsv;ction a;tie jot*site at the request of the Building Official. This NOA revises NOA No. 1%—Or - 7 Prn�l evr}S>5 s o£Jhis page 1 and evidence pages E-1, E-2 and E-3, as well as approval doct►ment1hentiMed1#bovt. •• The submitted documentation was reviewed by Jaime D. Gascon,P.E. . . . . . . . . . . • • • NOA No. 14-0908.08 MIAM►DADE COUNTY ••�� ti. . ��C i• •• i.• .• Expiration Date: May 30,20X7 luauApproval Date: November 06,2014 ... [. ... Page 1 . . . . . . . . . . . .. .. . . . .. .. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1.212.09) 2. Drawing No. LAW—MIS--1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02—T071, dated 09/16/02,tested per ASTM E8, signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted underprevious NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NDA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of 120—inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted underprevious NOA No. 02-0501.05) Jaime D.Gascon,fl E. • • ':• .'• •'• : .'• Product Control Section Supervisor NOA No. 144908.08 .. . . . . . . . . . ••' :' '•' '•' :•. '.' Expiration Date: May 30,2017 Approval Date: November 06,2014 E-1 ... . • . • .•. . . . . .. . • . . . . . ... . . . •.• . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTOCED) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTI-1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submilled under previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90-inch span mullion and a 45 inch high fixed window on top, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Snbmitted under previous NOA No. 95-X212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC--2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127 07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"' Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with F13C-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted u#tderpHetxoNs, OA lo:72-0127.07) 06 .. . . ... y Jaime D.Gascon,P. E. . • ••• . . Product Control Section Supervisor . . . . . . . • • 0 •.• • • • • NOA No. 14--0908.08 •• • . • • ••• ;• ••• ••• :.0 ••• Expiration Date: May 30,2017 Approval Date: November 06,20(4 E-2 . ... ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI--02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P. E. (Subiuitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -L.M.I.", approved on 03/29/12 and expiring on 05/30/17. i Jaime D.Gascon,P. E. • ••• . • . • Product Control Section Supervisor. • • • • • • • Y • • NOA No. 14-0908.08 •. . . • . • • . . • • •• • • Expiration Date: May 30,2017 •• • • • ••• • Approval Date: November 06,2014 E-3 •.. • . . . .•. . . . . . . . . . • . . . .. .. • . . .. .. ..• • . • ... . • f THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT !° AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE a • ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION .O 4 PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS - 3 USING MULLION PROPERTIES ONLY 'a0 c' ANCHOR/CLIP HORIZONTAL MULLION GLAZING + a GENERAL NOTES: o o�, o C N1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 3 3 4 n h z REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING Z y R + cv HIGH VELOCITY HURRICANE ZONE (HVHZ). 0q z T.7 _VERTICAL VERTICAL II 2. All GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE n w x x o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD,WATER ^o ?� INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. II3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, + 2 cel _ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ti GLAZING GLAZING GLAZING ¢ GLAZING 3 PRODUCT PRODUCT PRODUCT j PRODUCT 3 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER tl LOADS TO THE STRUCTURE. WW F-- 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS (] W EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS fi as ARE NOT PART OF THIS APPROVAL. 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF j' a \ W000 ANCHORS ONLY. I W q G B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, • •`+1 M a wl W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET • C MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE •SECTION 2003.8.4. ••• a •• • ] a • WIDTH (W) = Wt + W2 + W3 MULLION & CLIP NOTES: •••:•• • A � ••s 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET ••••• �z i ••• 2 OF 10 FOR DETAILS AND NOTES. •••• •• s • ANCHOR/CLIP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRES£�1GF•CHARTS•**..Lb•a --HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO Sh"Tt••• •• L 4 OF 10 FOR DETAILS AND NOTES. • • • GLAZING ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRI?SUAt CHARTS �• w s • d PRODUCT 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SH:10 & VERTICAL `�. 3 6, 7, 8, & 3 OF 10 FOR DETAILS AND NOTES. • • i • •° ° • • i MULLION + N * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHART" d \1, • • • o • •• • ••• io a • GLAZING GLAZING o¢ " a PRODUCT PRODUCT tea, GLAZING GLAZING II •• x x PRODUCT PRODUCT C zz 3 .� VERTICAL D(n { �a & ANCHOR/CLI MULLION ANCHOR/CLIP o K W1 W2 Wl W2 W MULLION SPAN4'- PRODUCT REVISED Wl + W2 Wl + W2 3�A�hi�lCadcN��the1'IOridn 9 ` ^•!I WIDTH (W) = 2 WIDTH (W) = 2 ncttu mco o� �Q 08 li� I TYPICAL MULLION ARRANGEMENTS -�_ W il j:V Yroduci Coottol� � A 1.690 .062 1.500 p • /_1 YP. 1 to 3.000 L500 M Tn o 1 405 062 WW 4.000 4.000 ,15 1.732 .125 N O¢ V Fz o T� o C A z 3.000 3.062 3.000 .115 3 0 N 2 X 4 TYPICAL 2.000 1.732 2.062 {�-- 4.soo-�I STD. TUBE WINDOW FRAME z.o6o Z Z Q Z p 2X MULLION CLIP MULLION --- T a R o 6063-T6 168 J I .156-1 II "D 102 1II�` 1.000-I I l02 k-1.000 .(56rI .078 (L`� � 'a I 6.000 L 1.062--I 1.180 1-1.062 1.180 F�1.062 •L• OPTIOTCHONAL ,L, 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION NAN = w MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 •• < F m IX 2.070 in Ixx: 1.000 in� Ixx: 0.950 in Ixx: 0.370 in`. Ixx: 0.330 ini U a IXx: 1.035 ini Sxx: 0.667 ini Sxx: 0.633 ini Sxx: 0.370 in� Six*.0.330 ini •• z o 2.000 I..I a (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME),,,,,,, •• N1GE FRAMEr•• j STANDARD TUBULAR SHAPES 2.000 v wmplyi i•Ivpfl%vwm0 •• �•liir i TYP.WALL= 125'ALL III, oB Cn L • II ALLOY= 6063-T6 1A00 .750 TYPICAL r .125 L-xpi'0 ion,D�Ic �^ �N�yy •• GLAZING PRODUCT 1000 LfyL __�_�•� • 34 .124 r •,i 'U2UL'IELISRCEnitol •• N ST:•• 2.000 1122 ••••• •• • �' ••• .125 2.250 :. ,.� f ••••r 1.000 •.125 •�n •••• 2.000 ��11_L I M $ • 4.000 •• • r6.D00 3.000 • •• ••• .125 ••• SSS 2.00 • • 4,500 N • Y 4.000 •• •••• N 1X MULLION CLIP 2.060 3.000 4.000 • • • o ses3-Ts 1 X 4 1 X 3 1 X 2 •• • 4 MULLIONS CONTAINING STD. TUBE STD. TUBE MULLION STD. T 1 I ON NOTCH 'L' TYPICAL GLAZING PRODUCT6063-M6O63-T6 3 11 OPTIONAL PON2.070 in Ixx: 0.950 in Ixx: 0.330 inHORIZONTAL OR VERTICAIxx: mHY Sxx: , Sxx: 0.633 , Sxx: 0.330 , STD. TUBE MULLIO ro a SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MULLION m a' 6063-T6 6063-T6 FASTENERS SIZES AND SPACING 4 4 r H a a Ixx: 8.280 in. Ixx: 2.980 in. u z z 9 > Sxx: 2.760 in� Sxx: 1.490 ini ,L,� .L. CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS < ;� MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS As FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 2 1.688' yk�> 1 X 3 2.688' STEP 1 DETERMINE DESIGN LOAD REWIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. y Ae STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD NOTCH 1 X 4 3,686' REOUNREMENTS. T OPTIONAL USE CONNECTION TO MULLION AS PER PRODUCT _ _ 2 X 4 3.688' APPROVAL- NOTES: ��+ 4 125 MIN. 2 X 6 5.688' SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ` oU 2.aa6 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. L 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED �, F:. •� ..'�- SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR a ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. I I 6063-76 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION F--2.000--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAI THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A TUBE MULL! NS TUBE MULLIONS TUBE MULLIONS n Width w MULL SPAN 1X2 1 X 3 1X4 2X4 I 2X6 Width(W)l MULL SPAN i 1X2 I 1X3 1X4 2X4 2X6 Width(w) MULLSPAN 1X2 1 X 3 1X4 2X4 2X6 • 18 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 150.0 150.0 18 19.3 42.1 60.5 150.0 0 24 150.0 150.0 150.0 150.0 150.0 24 212 61.1 133.2 150.0 150.0 24 - 31.5 45.4 126.2 0 o 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.9 z 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 n I 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 N ao ca o 48 38-318" 76.9 150.0 150.0 150.0 150.0 48 74-114" 30.6 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 0 z 54 68.3 137.6 150.0 150.0 150.0 54 - 27.2 59.2 85.2 150.0 54 - - 20.2 56.1 60 61.5 123.9 150.0 150.0 150.0 �78 24.4 53.3 76.7 144.2 60 182 50,5 3 r7 e 66 55.9 112.6 150.0 150.0 150.0 22.2 48.4 69.7 131.1 66 16.5 45.9 U 72 C4 0 51.3 103.2 150.0 150.0 150.0 20.4 44.4 63.9 120.2 72 15.1 42.1 N w= >- o 78 47.3 95.3 150.0 150.0 150.0 18.8 41.0 59.0 110.9 T8 - 38.8 o R 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 132.4 150.0 24 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 - 33.8 73.6 105.9 150.0 30 - 19.0 27.3 75.8 a ¢ 36 44.6 116.6 150.0 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 Z 42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 54.7• ,� 48 505!8" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 7.1 0. U 54 29.8 79.1 129.2 150.0 150.0 54 18.8 40.9 58.8 125.2 54 -0 •15x,2 42.'r ��•���11)z zz 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.6 53.0 112.7 60 - • ! 31-1• ~ m �7 66 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 -•• ••• 34.5 • � C¢3' # 72 22.3 59.3 96.9 139.5 150.0 72 - 30.7 44.1 93.9 72 - 0 31.6 ° 76 20.6 54.7 89.5 126.8 150.0 76 28.3 40.7 86.7 78 - 29.2 w •• 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3• •a5.0 97.1• 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18. .3 7 . E •• w 30 37.5 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 21.0 58.4 • 36 31.3 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 36 5 4 . • •• 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 •• •X15.0 41.6• •�A •• 48 57" 23.5 67.5 114.7 150.0 150.0 48 86" 30.8 44.3 107.8 48 144" 36.5 Z •�4 54 20.9 60.0 101.9 146.8 150.0 54 27.4 39.4 95.8 54 • • • 32.5 � 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 • • ••is 66 17.1 49.1 83.4 120.1 150.0 66 22.4 1 32.3 78.4 66 • •- 216.6 • S 72 15.6 45.0 76.5 110.1 1 150.0 72 20.5 29.6 71.9 72 ! • 9 1 24.3 • • 78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 7845 18 46.3 133.4 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31.0 86.E• d 24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 30 27.8 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 a 36 23.2 66.7 125.2 150.0 150.0 1 36 28.8 41.5 113.6 36 15.5 43.1 42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 97.4 42 - 36.9 48 63" 17.4 50.0 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 150" 32.3 a 64 15.4 44.5 83.4 120.1 150.0 64 19.2 27 7 75.7 64 28,7 u r z 60 40.0 75.1 108.1 150.0 60 17.3 24.9 68.1 60 25.8 y i 66 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 66 23.5 s 72 +�9&10 33.3 90.1 150.0 72 20.8 56.8 72 21.5 a IC 78 30.8 57.8 83.2 150.0 78 19.2 52.4 78 19.9 HORIZONTAL MULLION s%'cuzlNc _ TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT 3 , MULUON ARCHES TO BE INSCRIBED n INSIDE RECTANGULAR SHAPE �, o z NOTE: °� < 10 PRODUCTMULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT RGVLS6D ^�"! l� GLAZING GLAZING �a Y• U! N ll9-,"Plying{vidl dm FlOndu o ci 3 VERTICALLY OR HORIZONTALLY. i3uildinL:CoJc GLAZING GLAZING Acccpinncc No - PRooucr PRaOucr (INTERPOLATION BETWEEN WIDTHS ALLOWED) �jZ���-`�. °a W2 �� WIDTH (W� W7 + W2 W1 = niamiiiadcProductc�nvol � ,., ,I.:�`''` w MULLION SPAN !SPAN 2 na 1.690 ,125 1.000 .062r .608 31x 1.000 -1,500 .125 a .� 686 q£ • .156 TYP. �0` 62 r .125 d25 - o q z 5 e 8 0 .7 n 3.00 G1 1.905 4.000 .115 1.7132 G V z w 4.000 3.000 3.000 13.062 0 Fx, q a f I 3.000 2.488 _j p�Q,O 2 X 4 9.00o3.62s 3 4 M h Y STD. TUBE 2 MULLION TYPICAL V- 4.500 WINDOW FRAME 0} R II I L_r&=I L 2X MULLION CLIP r � 1.000 6063-T6 2 X 6 •188 1.062 .156 I 1.062 1 X 3 1.188 � a I EFF"' STD. TUBE MULLION 1 X 3 a NOTCH 'L' 6.aoo STD. TUBE 1 X 4 1 X 4 6063-T6 CUSTOM MULLION W x •L• OPTIONAL MULLION STD. TUBE MULLION 1 X 3 / CUSTOM JM 6LLION 6063-T6 CUSTOM MULLION 6063-T6 C 6063-Tfi Ixx: 4.709 .m4. Ixx: 4.709 in! Ixx: 2.168 in 2.218 it *00 . 4 Sxx: 1.445 iny Ix: U Sxx: 2.355 ina Sxx: 2.355 iJ Sxx: 1.445 iny • Sxx: • E"•v2�i 1--2'000 (FLANGE FRAME) (FLANGE FRAME) •••(FIN:RAME) ••• ®N p 'z'•W STANDARD TUBULAR SHAPES •••••• ••i' 0� �• TYP.WALL a,125•ALL 2.000--{ • .I ALLOY 6 -T6 12.0 I 000900 I .750 .i TYPICAL. •••• •• ~ GLAZING PRODUCT • • • .leo z.DooSIICnJ-1 1.625 I • • • 0 2250r3.0.0 I •• •• •• • n y •• 9.000 � •••••• H 2 • 6,000 et2 S.M.S.012'O.C. 4.000 .1254.500 o o • 1X MULLION CLIP 4.000 � 3.625 8063-Tfi ••• � �o o MULLIONS CONTAINING d r �'L'� TYPICAL GLAZING PRODUCTS C4x5.9 c NOTCH OPTpNAL HORIZONTAL OR VERTICAL PRODUCFREVISED r d as winplying w1U1 the Florida m $ o c SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 BuDJIng Code FASTENERS SIZES AND SPACING Acaapl. NLo �g g a a STD. TUBE MULLION STD. TUBE MULLION LxpirrJiQnDa1 A u z z 6063-T6 6063-T6 -1 a 13 i o Ixx:19.648 ink Ixx: 7.649 in hrLanr`1 .Jal'roduct0onitol ;E ' CLIP LENGTH Sxx: 6.549 in' Sxx: 3.825 in3 I RECTANGULAR ALUMINUM TUBE MULLIONS \/ MULL "L„ INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. t,4y7 S1 kJt 5t;FJ7jt 1 X 2 1.688' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y� 1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ADM LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. �� w NOTCH 1 X 4 3.688' REOUIREMEMS. � OPTIONAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. ON. .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2A00USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. N 1. ALL CLIPS AND ANGLES ARE TO FIT 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. w STEP 1 ABOVE. o _ L ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. 0. I 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION --2.Doa� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a Ll STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORC EO TUBE MULLIONS Width w MULL SPAN 1 X3 1 1 X4 2 X 4 2 X 6 Width(w)l MULLSPAN 1 X3 1 X4 2X4 2 X 6 Width w MULL SPAN 1 X 3 1 X4 2X4 2X6 y .. • 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 ` 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 n 1 w o 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 a v 48 38-318" 150.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 48 120 16.5 35.9 58.3 149.7 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 - 31.9-- 51.8 133.1 3 n y 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8 F 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 z z° o z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 o W= O 0 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 - 22.1 35.9 92.1 m m a w a 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 a 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 vNi 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 P4 a 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 56.4 150.0 A z 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5• E" L� 48 50-5/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43. 112. 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 3889• 100.0 z 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 5.0 90. o 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 •416 9 81.8 -q. .U �• 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 75.0 • 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26. 69.2 W •• �i• 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 150 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 •ii.i 150.0• •• 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 138.6 • (JJ • 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 i5. 115 • 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 0 35.9 99.0• A ••�[[[yyy 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 4B 144" 20.8 86.6 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 35.0• 77.0 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 693- see• • ••• 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.4 63.4 • 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - 5 57.8 " • b 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.6 • m • tv o 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 r g 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 30 150.0 150.0R150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 " o " 4 36 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 - 24.5 39.8 102.242 130.5 150.0 150.0 42 25.9 56.2 91.4 1500 42 21.0 34.1 87.648 63" 114.2 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6101.5 150.0 150.0 54 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 u60 91.3 150.0150.0 - -60 18.1 39.4 64.0 150.0 !72 0 361.366 83.0 150.0 150.0 66 16.5 35.8 58.1 147.0 6 21.7 55.7 s ' 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 19.9 51.1 ` O° 78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2 HORIZONTAL MULLION ,etitlf LltittTTT 'cuzwc _ TYPICAL MULLION ARRANGEMENTS pQQyyy y VERTICAL PRODUCT 3 MULLION ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPES GLAZING GLAZING 11 Q NOTE. PRODUCTREVISED Z PRODUCT PRODUCT �� MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED nvcantylyingwiththelloddei f. 3 VERTICALLY OR HORIZONTALLY. Ac dplWl.'c�r1 �nO�f O�.O p GLAZING GLAZING AcceptmtwNo T -�// C> -- PRODUCT PRoouct (INTERPOLATION BETWEEN WIDTHS ALLOWED) B tarn n nt: ��,' ` 0 W1 W2 MULLION = Aieml})odc Pmdocl Control _ MULLION SPAN 2 A 5/16'TAPCONS16'TAPCONS MIN. EDGE DIST. 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION 2-3/16" CONCRETE OR h �° EDGE DIST. 2 PER CUP(I ON EACH WING) PER AN 4" tIOLLOWCK a If 1-3/4'MIN.EMBED I5/16'TAPCONS 5/16'TAPCONS O • 1-3/4'MIN.EMBED INTO AUSONRY INTO MASONRY O 3/4" 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE i0 A MIN. e oeo z 1. wo 04 rn n z m II 'I II II 3 LL v h II 11 Z> R (n z it (z) II 11 II it o o Z Q 7 1 I II II 2 7/16- 2 w Z li_J II II X2% 1/8- ------ 8" II II II II N S ti --------- , , �IX FLOATING CLIP I I I I ALUM ANGL� Xx MII I I I I I I m a .1 D a I 1 2 BY I I U Ll mIL-�I II ti \ V400D BUCK I I ------ 1 BY_ 1, 11 I I ALL.ANGLE8• a + Wq WOOD BUCK f I 1%FLOATING CLIP 1 i I I 1 I 1ULti z�D 3/4" MIN. E 5/16'TAPCONS ANCHORS TYPE 'D' UNTO BLOCK EDGE DIST. �y � N I-i/2'MIN.W000 PENETRATION 4 z i PER ANLL ANCHORS TYPE 'G' (INTO CONCRETE) • a - - - 4 ANCHORS THRU 1X BUCK • • ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK • • • •/yam o N INTO TUBE MULLIONS. 1"x4" V •& 2"x4" MULL • • • I w • TAPCONS MAY BE HEX OR FLAT HEAD. •• • •• M MIN. EDGE DIST. • • •• 2-3/16" CONCRETE OR V) •• T 1 i i i 4" HOLLOW BLO K 5/16"TAPCONS 5/16. �PCONS•• • 1-3/4"MIN.EMBED INI6 MASONRY 1-3/4-MIN.EMBED INTO MA • •• A •••• T."---------y WOOD BUCK j I I j ALUM ANGLER- 2 PER CUP(I ON EACN WING) = 1 PER iGIOLE •••• 1 I 1 11 < v I • • • A4 ALL CLIPS AND ANGLES TO FIT SNUG • •..= • •••• ALTERNATE INTO TUBE MULLIONS. • o• ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. }— I • • •1 L }} • Y ANCHORS TYPE A II II tl 1u1• • v ;. 2 ANCHORS INTO WOOD ji ij li•n • • n_II •• i •4 1BY - --------- WOOD BUCK j' 1X FLOATING CLW 1 11 2 X 2 X LE t+ v 5/16"TAPCONS 5/16 'TAPCONS n I I I LJ U ALUM ANGLE c v 1 1/4" MIN. 1-1/2"MIN.WOOD PENETRATION 1-1/2'MIN.W000 PENETRATION E GE DI T. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE 1 o a z z YZ O 1 N N ANCHORS TYPE 'C' (INTO BLOCK) 4 (g 33 \Z Z M? ANCHORS TYPE 'F' (INTO CONCRETE) $ y� 2 7XX I 2 ANCHORS THRU 1X BUCK sural+sr;. INTO CONCRETE OR BLOCK II II 1 1/4" MI ji it X 2 X 1/0- 1 ------------- 1 2 BY 1 I FLOATING CUP L1 U ALUM ANGLE N \ WOOD BUCK i PRODUYTIREVISCD "z�• _ 7 �� I I I I I 1 ----------- tiwm yW1111111EFIOfldil O� - , nuildingCodc 14-o � Ancptmlce No l?�pimnoNDntaQ��� 2Q 1� �a� ...•� ANCHORS TYPE 'B' 4 ANCHORS INTO W000 lRNATE ANCIIOR�LTOCAON dlmnl�adcProduclComm •'-T.a; Q „ MIN. EDGE DIST. MIN. EDGE DIST. 5/16'TAPCONS 2-3/16” CONCRETE OR --1-3/4'MIN.EMBED INTO MASONRY 2-3/16•' CONCRETE OR y s 4" HOLLOW BLG K 2 PER 3UP(14"GN EACH WING) 5/16'TAPC s 4" OLLOW BL CK 5/16'TAIRCONS 5/t 6'TAPCONs 0 / 1-3/4'MIN.EMBED INTO A NRY 1-3/4'MIN.EMBED INTO MASONRY I-3/4'MIN.EMBEU INPo MASONRY O 4 MIN. 1 P ANGLE 3/4" 4 PER CUP(2 ON EACH WING) 2 PER ANGLE to z r" � IN. .<.• _ moo y z w. a a 'I L 2 C. '1 't' •1 'f •�1' '1 I O I rn � 7.. p . I O •Z (:1 J O =J Z O 7, � 11 II II II II I, II II on Z O Q X II I CONCR OR j l I j X jl I CONCRETE OR I 11 Z CRETE OR IL=�1 CEME BLOCK II II < IL-�1 CEMENT BLOCK II II j ----------- CEIA BLOCK j' 'j II 11 -I'M 5 I------------ - 1 II 11 ALUMANGLE B' FL ING CLIP L J iV 2 7/16 FLOATING CLI I U U \ 1 I I I 1 \ I 1 I I I � Z ¢ I 1 I I I I I MIN. I i I I �' W O 1 I I I I I .. I I I I N MIN. : • - I a MULL z - v MULL • ®H \Z ANCHORS PE 'C' INTO BLOCK ANCHORS TYPE 'D' INTO BL K : .•• • • N o ANCHORS TYPE 'F' INTO CONCRETE ANCHORS TYPE 'O' INTO CONCRE a 0••• •• •• • 2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK •0*•• 1"K4" & 2"x4" MULL Ong, ---------- I ALTERNATE MULL I •• ••• •• •• U 1 I ANCHOR LOCATION ••• • •• < •• MULL • •••:••• ••••I• •H •••_•'• .••• • ••••• < • w--- ----- o••• C •MAwS •••CENIt it • •• • •• ' • � � 1 M� I I � �•I�' t N 5/16' ONS _ 1-3/4' N.E 0 . • I.` ,'1• - M 1 'y a .I... Z x 2 PER CUP g yy I ON EACH WING) 5/t6-TAPCONS I I 1 /12 SMS-4- 3/4-MIN. BED INTO MASONRY , f I I I 2 PF.R ANGLE I 4 P UP(2 ON EACH WING) da I h 1 O I I II a II II � � I �• at '• 1 , 11 11 II ALL CLIPS AND ANGLES TO Fli INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ,;,�,`-- �-1• PRODUCTRGVISGD `-<��=�V•G�— 'w at cmnpll•ing tvllh IM Florid. �� - " .'• "i- p' • I I OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE P OTEC T1ungCodc 8 ...... Z IPS CIPROTE Ancptmca NoB 9 I M g 1 I W ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WAT -WHITE METHACRYLATE LACQUER. ,y U-yam F 5/18'TAPCONS 1-J/4' IN.EMBED NII& 36do Pmducl CoDtlon� � INTO MASONRY- 1 PER ANGLE q r MIN. EDGE DIST. TMIN. EDGE DIST. 2-3/16" CONCRETE OR 2- " CONCRETE OR Ft HOLLOW BLD K 3-3/4" 5/16'TAPCONS OLLOW BLO K 3-3/4" 5/16'TAPCONS a f MIN. 1-3/4-MIN.EMBED INTO MASONRY MIN. 1-3/4'MW.EMBED INTO MASONRY O 4 PER CLIP 2 ON EACH WING O N 4 PER CLIP(2 ON EACH WING) ( ) O q +r7 OE \2 I I \Z MI00 z CLIP LE TH 1' v~a 'S w o Z o MULL w 2 X 4 3.668' 2 6 5.688' to a ZtjZ c z \ m 3 a k b o \1000 2%6 MULL 16"TAPCONS N ] H I -1/4' N. EMBED INTO MASONRY \ I1 2X6 MU .1. W 1 —/ 5/16'TAPCONS . A 1 4 PER CLIP(2 ON EACH WING) I ( I-3/4'MIN.EMBED INTO MASONRY ti ___________ r_________________ W 7. 3 I I 1 3/4" 4 PER CUP(2 ON EACH WING) MIN. ------ 1 3/4..------3/4I - • • D z • • 2%6 MULL w zxs LwLL O O CLIP LENGTH 2x6 MULL C'_ W a 0049 C.�----------- MULL "L" •• '� • F4 w . c a 2 X 4 3.688' C.�----------- .•.: H Ua \ \z e In •• II - 2X6 5.688' • \z F� A v M H T Ate.__ ______—_ _ f� • • • (D- 3-3/ — a.• • • M 3-3/4" • l= • MIN. • • •• •Z� . ANCHORS TYPE 'E' INTO BLOCKS ; .�. • a 5 11/16" ALL LIPS ANO ANGLES TO FIT SN • • • t INTO UBE MuwaNs• ANCHORS TYPE 'H' (INTO CONCRETE) BD BUCK 0 •� NCHORS TYPE 'E' (INTO BLOCKS TAPCON AY BE HEX OR FLA HEAD. • 4 ANCHORS THRU 1X BUCK b O O ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECT TO MA' RY TO BE PROTECTED INTO CONCRETE BLOCK a 2"X6" MULL SHH OWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI—RESISTANT COATINGS, SUCH ,BITUMINOUS PAINT OR u WATER—WHITE METHACRYLATE LACOUER. z z 2"X6" MULL SHOWN y i m t1q 41 iu1ty -21 IRODULTIifiVISED ^ ) o }.- u11wllathei°onda � 7" A­pla.ctl Mi:toilj3adc Pwdu;a Control� d A MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1-3/4•MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH 4" HOLL, OW BLOCK 4 Toru(2 ON EACH YANG) MIN. i MULL "L" oo to b Q 1 X 2 1,688' F m z oro z i M I X 3 2.688' n 1 a t I X 4 3.688' o o Y 2 X 4 3,688' moo w i i i i i i 2 X 6 5.688' [2 -7/16" MIN. I 2x4 0r zxa MuII i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT z q Z j 2 X 2% t/4• SNUG INTO TUBE MULLIONS. L_____________� u u ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG I I t I INTO TUBE MULLIONS, SEE OPTIONAL as 1 ANCHOR;,DETAIL AT SHEET 9 OF 10. A w 1 14 S.M.S. z 0 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULUON N �D �qqq WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR F WATER-WHITE METHACRYIATE IACOUER. ------- -------- r, Z z MIN. EDGE DIST. ------ -------- • cr rn 2-3/16" CONCRETE OR • • f• r• N o r� W 4" HOLLOW BLO K 012 F.H.S.. S. ,� • • (�'�1} 2/SIDE •• • •• • W a • 1/8THICK ENG ALUM CHANNEL i • •• • LENGTH TO FIT SNUG I •••••• INTO MULLION LUBE MULLION • �y U a TUBES MAY BE NOTCHED ••L"711 AS SHOWN TO ALLOY!INSTALLATIONOFCLIP ANCLE LOCATION OF SCREWS CONNECTING CAULKJOINTAFTERASSEIeBLYANGLES TO TUBES WHERE ANGLES c+ d14 FH SMSARE NOT FIT SNUG INTO TUBE - I 1 1 I M ••• 2 PER CUP ••f f f• • MULLIONS. i i i ACCESS HOLE 1-1/2' C.MIN. •••••• • • • O • • ••• I I a_ 5/8"(2) ----- --- ------ ---- L --- • • • �a L_ _________ _ a• J I I 5/Ifi•TAPCONS 14 SMS I 3" I • • •• • •4 y 'T, O 1-3/4"MIN.EMBED INTO MASONRY 4 PER ANGLE I I I ••• • i r 2 PER ANGLE 1 I ______ ____- • � i i i • v •aY ` ALUM2ANGLEB iH15 SCREW CAN BE I I /12 FH SMS 1 I o o FT INSTALLED IN EITHER I 1 2 PER CUP j s to Gi Oj. DIRECTION �p i i I'O.C.MIN. 1 i o i y z z I I I 3 1-3/4•X 2•X 1/8'(FOR 29Y TUBE) a n Z 3/4'X 2•X 1/8"FOR(1 BY TUBE) JI _ ALUM ANGLE p' CUT TO FIT SNUG IN TUBE ANCHORS TYPE METAL TO METAL CONNECTION H USE CHARTS FOR ANCHOR TYPE T TO VERIFY CAPACITY OF CONNECTION NEIS T ronucrli6vism) o„ _ ' I-aym with the Florida 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG MIN. INTO TUBE MULLIONS. 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FIAT HEAD. �j�. ,el, K W MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK kti;nni Ludc l'rodnc(Control A s TYPES arid_,.SUBSTRATE ANCHOR TYPES and SLBSTRATE ANCHOR TYPES and SUBSTRATE Width W.m A B C D 1 E F G I H I Width Minion A B C D E F G H I Width Wilion A B C D E F G H 1 y � K Span VUi. OKA elk. I Bk. +' Cmc Corn MI. W Spm I.M. M. &k 6Ik. BIc Can Calc Com MI. M) SP- V1t1. V1d. Bk. &k Bk. Cmc Cv1c. Cone. MIL o �y 18 150 1.O 150 150 750 150 150 150 150 18 91 150 150 150 150 150 150 150 150 18 56 112 129 150 150 144 153 750 150 p 24 132 1� 150 150 150 150 150 150 150 24 68 135 150 150 150 150 150 150 150 ?A 42 84 97 146 150 108 750 750 116 C rn 3o 105 180 150 150 150 150 150 150 150 30 54 109 125 150 150 140 150 150 150 30 34 67 77 116 150 87 130 150 93 M m y vT o 36 88 150 150 150 150 150 150 150 150 36 45 91 104 150 150 117 150 150 125 36 26 56 65 97 129 72 109 144 77 r n m '� X rti 42 75 ISO 150 150 150 150 150 150 150 42 39 78 89 134 150 100 150 150 107 42 _ 24 48 55 63 111 62 93 124 66 N o�n V a 48 38 318 66 132 150 150 150 150 150 150 150 48 741/4 34 68 78 118 150 87 132 150 93 48 120 21 42 48 73 97 54 81 108 58 o N Z 64 59 117 135 150 150 150 150 150 150 64 30 60 70 105 139 78 117 150 83 64 19 37 43 65 86 48 72 96 51 3 M h 60 53 105 121 150 150 135 150 150 145 60 27 54 63 94 125 70 105 140 75 60 17 34 39 58 77 43 65 87 46 66 48 96 170 150 150 123 150 150 132 66 25 49 57 86 114 64 96 127 68 66 15 31 35 53 70 39 59 79 42 ? i p Z 72 44 88 101 150 150 113 150 150 121 72 23 45 52 76 104 59 88 117 62 72 14 26 32 49 65 35 54 72 39 N o= O o 78 41 87 93 140 150 104 150 150 111 78 21 42 48 72 96 54 81 108 58 78 13 26 30 45 60 33 50 67 36 78 133 15D 150 150 150 150 150 150 150 18 80 150 150 150 150 150 150 150 150 18 51 102 117 150 150 131 150 150 140 E- 24 I 24 100 150 150 150 150 150 150 150 150 2A 60 120 138 150 150 150 150 150 150 24 38 77 88 132 150 98 148 150 105 •'� 30 80 1M 150 150 150 150 150 150 150 30 48 96 111 150 150 124 150 150 132 30 31 61 70 106 141 79 118 150 84 ti W U S 36 67 733 150 150 150 150 150 150 150 36 40 80 92 139 150 103 150 150 110 36 26 51 59 88 117 66 99 131 70 p PO W S 42 57 114 131 150 150 147 150 150 150 42 34 69 79 119 150 89 133 150 94 42 22 44 50 76 101 56 85 112 60 yy ER, 48 505/8 50 10D 115 150 150 128 150 150 137 48 84 30 60 eg 104 138 77 118 150 83 48 132 19 38 44 68 88 49 74 98 53 C F 64 44 89 102 150 150 114 150 150 122 64 27 53 61 92 123 69 103 137 73 64 17 34 39 59 76 44 66 67 47 U a 60 40 80 92 138 150 103 150 150 110 60 24 48 55 83 111 Q 93 124 65 60 15 31 35 53 70 39 59 79 42 ti ] M 66 36 73 83 126 150 93 140 150 100 66 22 44 50 76 101 56 85 112 60 66 14 28 32 48 64 36 54 72 3s •� m �. V 72 33 67 76 115 150 85 129 150 91 72 20 40 46 89 92 52 78 103 55 72 13 26 29 44 59 33 49 66 0y 78 31 61 71 106 141 79 119 150 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 61 32 7A.] 18 118 15D 150 150 150 150 150 150 150 18 70 14D 150 150 150 150 150 150 450 18 47 94 108 150 150 12% 150 150 � W W t• 24 89 150 150 150 150 150 150 150 150 24 53 1L5 121 150 150 135 150 150 145 2A 35 70 81 121 150 90 1 150 96 N 30 71 142 150 150 150 150 150 150 150 30 42 84 97 146 150 108 150 150 116 30 28 56 65 97 129 144 77 • W p ••5 . 36 59 118 136 150 150 150 150 150 150 36 35 70 81 121 150 90 136 150 96 36 23 47 54 81 108 �• 41B• 120 64 + • U�U 42 51 101 116 150 150 130 150 150. 139 42 30 60 69 104 138 77 116 150 83 42 20 40 46 69 92 52 7 103 48 57 44 89 102 150 150 114 150 150 172 48 96 26 53 61 91 121 68 102 135 72 48 144 18 35 40 61 81 68 90 4/8 64 39 79 91 136 150 101 150 150 108 64 23 47 54 81 108 8D 90 120 64 64 16 31 36 54 72 400 4m 80 42P •0 A ••• • 60 35 71 82 123 150 91 137 150 97 60 21 42 48 73 97 54 87 108 58 60 14 28 32 49 65 36 54 72 33,_ ••••• 66 32 64 74 111 148 81 125 150 89 66 19 38 44 66 88 49 74 98 53 73 26 29 44 59 49 66 5 • i••i 72 30 59 68 102 136 76 114 150 81 72 18 35 40 61 81 45 68 90 48 72 12 23 27 40 54 f• 4w 60 320 • ••••• 78 27 55 63 94 125 70 105 140J75788 i6 32 37 56 74 42 63 83 45 78 11 22 25 37 50 28 42_ 55 30 • a • SS o 18 107 18D 150 150 150 150 150 1508 62 125 143 150 .150 150 150 150 150 18 45 90 103 150 150 j50 150 123 a 24 80 790 150 150 150 150 150 150A 47 94 108 150 150 120 150 150 129 24 34 67 77 116 150 f 130 150 �3 �'woil 30 64 1� 148 150 150 150 150 1500 37 75 86 129 150 745 750 103 30 27 54 82 93 124 1 13836 53 107 123 150 750 137 150 1506 31 62 72 108 143 60 121 150 86 36 22 45 52 78 103 407 115 6242 4fi 92 105 750 150 178 150 7502 27 53 61 92 123 W 1W 137 73 42 79 38 44 67 88 49•• 14 994840 80 92 139 150 103 150 1508 108 23 47 54 81 108 87 90 120 64 48 150 17 34 39 58 77 43 65 87 6436 71 82 123 150 12 138 1504 21 42 48 72 96 53 80 107 57 64 15 30 34 52. 69 38 58 77 4160 32 64 74 111 147 82 124 1500 19 37 43 65 86 48 72 96 51 6013 27 31 47 62 35 52 69 376629 58 67 101 134 75 113 15066 17 34 39 59 78 44 66 87 47 66 12 24 28 42 56 31 47 63 3472 #9&10 27 53 61 92 123 ED 103 1372 16 31 36 54 72 40 60 80 43 72 11 22 26 39 52 29 43 58 7825 49 57 85 113 63 95 12778 14 29 33 50 66 37 56 74 40 78 10 21 24 36 48 27 40 53 28 i yy ANCHOR/CUP AWHOR CLIP , ' 4 / HORIZONTAL IAULUON ANCHOR CLIP NOTES: a i -GLAZING 1. FOR CLIP IYPES AND ANCHOR CONDITIONS REFER VERTICALzz PRODUCT 3 TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. MULLION J 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE O 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN cAzwc GLAZING a THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. PRODUCT PRODUCT J a GLAZING GLAZING V '� t'• x" u n PRODUCT PRODUCT s z w 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER F JQo 3 LOCATIONS AT HEAD, SILL OR JAMB ENDS. .c CHOR/CU w cS PRODUCTREVISED > ANCHOR/CLIP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. `o sconiPlying kill the Florida LJw Llnildiu;;Cm1a i/ �Q )ifiltltonil' �J 9ZD/L w7W2 HORIZONTAL MUL-ION TYPICAL MULLION CLIP ARRANGEMENTS nliamtDadcl>roduttControl y a