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HomeMy WebLinkAbout20-415 •Q f-j City Of Zephyrhilis <. PERMIT NUMBER CdJ�. _ 5335 Eighth Street Zephyrhills, FL 33542 BAR-000416-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 08/13/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 03 26 21 0120 00000 0040 6124 Silver Oaks Drive Owner Information Permit Information Contractor Information Name: BARBARA ROUSE Permit Type:Add/Alter(Residential) Contractor:WEATHER TITE WINDOWS Class of Work:Add/Alter Residential Address: 6124 Silver Oaks Dr Building Valuation:$8,437.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)361-8721 Mechanical Valuation:$0.00 _ Plumbing Valuation:$0.00 Total Valuation:$8,437.00 !� Total Fees:$123.27 J �� Amount Paid:$123.27 Date Paid:8/13/2020 11:17:05AM Project Description WINDOW REPLACEMENT 11 S/S Application Fees Building Plan Review Fee $41.09 Building Permit Fee $82.18 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement 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." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CL `�ERCONTRACTOR SIGNATURE PEfA IT OFFICE `MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received ' Phone Contact for Permitting 813 908 _ 0131 1 1 1 1 1 1 1 1 1 1 1 1 1 Owner's Name Rouse Barbara Owner Phone Number 8 33-361-8721 Owner's Address 1 6124 Silver Oaks Drive Zephyrhills FL 33542 Owner Phone Number Fee Simple Titleholder Name NIA Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6124 Silver Oaks or Zephyrhills FL 33542 LOT# SUBDIVISION Silver Oaks PARCEL ID# 03-26-0120-00000-0040 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH B INSTALL e REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL Q DESCRIPTION OF WORK Replace Same Size Non-Impact:11 Windows BUILDING SIZE SO FOOTAGE HEIGHT X=BUILDING $ 8437.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ _t�I�_15 r =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION l c =GAS = ROOFING Q SPECIALTY = OTHER V FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ( V BUILDER ANY Weather Tit.Windows SIGNATURE LLL REGISTERED Y/ N FEE CURREN Y!N Address 2119 W Columbus or Tampa FL 33607 License# I CGC1515541 ELECTRICIAN N/A COMPANY N/A SIGNATURE REGISTERED Y/ N FEE CURREN Ly/N Address N/A License# PLUMBER NIA COMPANY N/A SIGNATURE REGISTERED Y/ N FEE CURREr, Y/N Address N/A License# MECHANICAL N/A COMPANY N/A SIGNATURE REGISTERED Y/ N FEE CURREN Y!N Address NIA License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItltlllllltlllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. -*PROPERTY SURVEY required for all NEW construction. Dt-re ctions:s Fill out application completely. Owner&Contractor sign back of application,notarized If over$2600,a Notice of Commencement Is required. (A/C upgrades over$7500) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public rcadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that tAis permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable"laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to.proceed with the work and not as authority to violate, cancel,alter, or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for,the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT a ��— CONTRACTO S b bed anIc Tv om to r iirme before me�JIys Su cri d and swum to( a i this tl by Wv `�� s' a by L !f{N o i tare personally known to me or hasihave produced o is are personally known to me or has/have produced ®" as identification. as identification. /� No Public 11 �.,. Notary Public tary Commis ion No. IG G /Z/0,2 r Commission 10. 66 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped SPENCER vPU• SPENCER KASS �: i b :;_ PAY COMMISSION#GG 121021 °' s /. MY C01%1PAISSION#GG 121021 EYP'IRES:November 1,2021 = ,: EXPIRES:November 1,2021 Bonozc 7hru tJota Public Underwriters ;a;;; Bonded Thru Notagi Public Underwriters Jack ' 07/17/20 City of Zephyrhills Building Dept. RE:Window Permit Hello, Attached is 1 package for a project in your jurisdiction. Please call or email when ready. Thank you, ck Abrams Permit Coordinator/Agent for Michael Hollander CGC1515541 813-908-0131 Pack wtwindows.com W UTNIER rilte� CGC#1515541 i 2119 W.Columbus D64•Tantpa,Floridn33607 ������mtetl (941_)870.0619•(813)908-0131 p� ry g AGRE>;MEIVT ��� � � �i 1 1�� (7_7)zso-�bz4•(soot)640-3161 CGC#1515541 THIS CONTRACT made thiS,.1 r Day.of May ,20 1-10 by and between tVeatherTite,(hereinafter referred to as`Seiler") and Name: �I'U��+ RbOSG Address: 12y 5 rlUe/ &Lk$ Or city., zeg k r A;J15 State:_r Zip:. 3a.$ iimail: au(a l @kr'766-hq�I. Primary Phone: !13'"3b). 7A i _Secondary Phone: (hereinafter referred In as"Buyer') Seller agrees to sell,and buyer agrees to buy;allahoso materials and labor necessary.to install the same.as set forth in the fallowing Specifications and in accordance with theTerins and Conditions below and with approximate mQasurements and specifications listed oil ExhibitA and/or ExhibkB. Ne(w)4yc(,j'i}e +tt, fetreit), %1d W'1'tA0Q..S at d_ O'k-fleoce.lI U/nfpxl W��1+' e 1 PC74- 61400 5eet!rS tlrlta&0J5 I.,l� h14-m— 1tlfr�ylr�}GS►ar—t—E'tT 3;r �ir�ld/yzc , • T�1C}4l�Ct" �-.� �tRt'ai5.r�ty �fCsM6-}?�j./�._ Nn� 1S�ar4�rble'' r�t VgWle fetlrre • t o L% t t j t+l iNte�M {{ t . a �(1 T . Ot' 4Y!r Installation floes trot'itrclude pabiting and/or shilling: This price reflects all trade-ins,specials,alit!discounts. ^t TOTAL CASH PRICE$ DOWN PAYMENT AMOUNT$165_UNPAID BALANCES 61-90 b AMOUNT FINANCED*$ ® *Subject to credit approval and existing interest rates with approving institution. IF CREDIT,-NO.OF MONTHS CREDIT CARD#_ CREDIT'CARD TYPE_ EXR DATE __ BILLING ZIP _ _ _ CV-2 i.Any iioldcroflhis comumer=credu contract issubjecl hisil claims and doleekS which thcdahtorernddassen against[hesellcr of goods.orserylcespblainadpusuonl hereto or with thcproceedsholeaf. Recovery hereunder by the debtor shoil not exceed.i mounts,poid by the debtor horNmIgr.Value orpayment dlimpancics to be determined by Wemher Tito windows only. 2.Buycrogrecstoacceptdcllvcrynfmlariats tiler ttatieeTrom•Seller oflhe iaslallmkm amp.After S days past the date ofinstallanon irhuyor refuses tonecept delivery,a charge,ofZY/.per*wcck shall be. added as astorage feaHoweve,Seacrshall dot be liable for airy dala}z caused by war,riot,shilims,sets of God,factory detects orotheremrsts beyond its commi. 3.This agreement icfortho benefit of,and shalt'beb(dding upon,the patties and thcirrespective heirs,successors and assigns. q,BuVeraulhorizes Seller to make inquiries brothers concerning cradil information.including,but uorliniiiedJo pottering oonsmper repass front consumer reporting bgenctes. S.Any install net requires scmIce orservioes during the time ofinstollniion thmAdts not ar"ett are swdurallmegriVarprodwas is,and will.be,consideredn complete install and homeowner agreesto pay.ln full Or time orfnsail.Ail services will be reported to ofriee.scheduled and Completed,with buyer understanding that all parts are custom and.tfmc is needed rurmanuructuring,ljomaowra r may withhold an amount equal to estimated cast of toneciion from East.payment only.Payments received shalt be applied I tsrua interest on outstanding invoices and then to the principal amountatiltc outstanding Invoicc(s).Customer agmas to pay interest or 1 12%per month(ANNUA 1.PERCENTAGE RATE OF ISV.),unless bibenvise tequircd by law,on the bounce of any unpaid amounts.If .Customer dots not trutIm payment;Contractor shall be entitled to recover from Customer all cpsls arcollaction incurred by Contractor.includirg attorney's'fee's,costs,and cxpertses,Collection motion may bepmtcssedahrougltlltigadoo or arbilmtlon at the sole discretion pCConiractor.71e railum oreustomerlo make proper paylucnt m Canuactor when due shall entitle Contractor,at its discretion,to suspend all wark.shipnanis andtorwarranlles until rust payment Is made ortcmrtdate this contrast 6.Ali Deed Restricted Communities,condos and homeowners associution members must assist in approval ofproducts.Any required pppoovals amthe sole mspnnsibliily orthehamcouncr. 7.Buyer,is solely responsible air moving fumitum;removing and replacing blinds and any alarm systems mar or attached to any opdning that work is being perimmed.Windier'rite Windows will tint he financially mspontiblc for damage of such ilent i,arzniture,imd/or tubas or any otter damage incurred by'Buyc,Buycr's home or property whitstever, It,.Bpth ponies agneathat any dispute arising form this agreement shall be kept pz vnttand'gnntidemialand no)f lad orm;brded in any.,public record.The Hpyerngmes ia,keep this transaction lead any issue arising fmrn this tmnsaatton privaiq and tot to discus,publish or dissomimalo any information without prior written comnt.orwortim-rim lYmdows.A dispungrising form this convect shall be beard by an arbitrator agreed to by both parties and paid for solely by the Buyer. 9.Should Contraclonitmploy an.atiomey to In satutelillgation or arbitration to anto=any of the provisinns hemof.to protcot its intemst in any matter arising out a For related to this Agreement,Contractor shalt be entitled to mcovar time the Caammcr on or its'attorneys ices and cosWia"imscs Incurred therein.including attomey's.fces,and costslexpcnscs incurred at madlaildn,administrative,dpp0huc or bankruptcy precocifings. IO.Thc salt exception to binding arbitrallon shall be for non-payment,In which east weather The at its sale disamlion may request orbitm an tion or any other memo allovod by.)mv. 1).Any and all bounced chcck's will be chargca a Wanted check reo of S)0 or Illerr aiimum amount allowed by law,should o contract have togo to collections buyer sholl.pay two times the collection fee Incurred and any legal or other fees Incoaal.by Wmal,drTrte: 12.WeatherTite is-not responsible fairmhatcs,axcredits amPor'aay other 3rd party prograrrisrincendoes. U.ShoufdlVcadterTita Windows not moul"full payment of ate above co llmet'amount for any mason;including agreed apple rpductions,ht au contract amount,your warranty from RSadherTae Windows shall be null md'vuid.your only wvrtamyshall be the minimum 1 year as required by love whore applicable. Id.Conimclor dischurnsali'liabilitytor all claims under this contract and/or uamn rty,dispulestrights,losses,damages,causes of action or contrownsles("Claims")pertaining to Mold,growth ormotd, oilldew,Ibngi,bacteria,orany¢otganism on any surface oftheveindmv,doo,ni sVuctuM(u hether owtho expastd or unexposed surfaces),including Claims arising:out oCor totaling to the dotection, moment,t isrmsw,be nmeuiation orally of tic atrova,%yhWhcr tmxe'Chd—prise I.Iaw,equity,contract,warranty,ton,or liners/arstate statutory claims,and winz(hor those Claims arc based on the nets o<emission s ofConimdorvr individuals or entities under Contractor's cgnVol.'@e Customer is.01e1y liable and responsible far danages,whmhctlatival or,constquenttat ehusMl lay mry orntp above and incurred by Customer,Contractor or third parifes: I$.Contractor shall not be responsible for additional caste acquired due to the ceislcnte ormilitics,caw insulation,deteriorated structure or utharsubsurface or latent conditions that am not disclosed in writing to Contactor.Should conced'War W arbhknoua ebndidoas in au existing structure be at variacce with conditions lndicued In the description of thework to be performed from arms ordinarily eacauptered and generally rceognizedus inherent in tYorkorihc character provided rnrIn this Agreement,dieAgmemcal price shall be equitably adjusted upon ngtce thcrepf from the Contractor to the Cislemen 14.Contr0elor and Ctstomerpgme to all'=to certain of the risks so that,to the tbllost.exmnt,pormided by law.Contractor's total aggregate,liability to Customer is limited to the dollar amount of the Agreement to,any and all injuries,datnag'm claims,Uxperses or claim expenses including attorneys'rem costs and expenses arising out oroiraiming to ibis Agreement regardless of xi9iethi r It is based itruar amM 16n,twuract.strict liability,negagance errors,emissions,or Imnr any other caus,or cases. 17.Fsah pruvh;m.Odic Agreincnt shall be cadsimed as if both parties mtnually,dtblled tbisAgrcemaai.If n provision of this Agreemant(or the application or it)is held by a court or arbitrator to be invalid orunenfomcable,dat prevision will be deemed separable Rom the remaining provisions oftha Agactmami.will berefonned/cnforecd to the extent that,it is valid and'enforceable;pnd,will hot o8'ect the validity or hncrircation critic other provisions or the application of that provision tt a person or circumstance to wbich 11 is valid and enforceable.Headings pre for convenience only and do not-Ximn inter mciatma,This Agtecrdent records the cattle agreement of11m patties and supersedes any previous or contemporaneous ogeement,understanding,orrcprescntanon,oral or ugitten,by the ponds Ali doeumenildexhibils referred to in this Agreement am an Integral pan ofdheAgreement mid nm3ncarp6atsd by reforenm. BUYER ACKNOWLEDGES RECEIPT OF AN 9XV.CUTED COPY OF THIS AGREEMENT,BUYER HEREBYAGRUES TO THE TERMS CONDITIONS OF THIS ORDER BUYERACKNOWLEDGES THE REC WPT OF ATRUE COPY OF'tHIS CONTRACT;DISCLOSURE'STATP.MENT;WARRANTIES,GUARANTEES,NOTICE OF RECIStON OR, NOTICE OF CANCELI.ATIQW. ALL CONTRACTS:SUWECTTO OFFICE APP120VAL.WEATHERTITE WjNn V.S,A DIVISION OF HOLLANDER EXTERIURS,INC. BUYER'- ? � CL7Q SS# BYi BUYER SS# BUYER'S RIGHT TO CANCET., YOU,THE BUYER,MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO'MIDNIGHT OF THE THIRD BUSINESS DAYA6'rER THE DATE OF THIS TRANSACTION.CANCELLATION BY THE BUYER AFTER THE RIGHT TO RESCIND HAS PASSED,SHALL BE DEEMED A MATERIAL BREACH OF THIS AGREEMENTAND ENTITLES THE CONTRACTORS TO DAMAGES EQUAL TO(See%a)FIbTY PERCENT OIF THE AGRBED.CONTRACT AMOUNT. DbtrNtdoa:tV611e:OOire 1Mtar:nuyar Pink:auym 1vT:0010A 4V14 INSTR#20201 MOB Oft EK10137 Pc3751 Page lotl 07/1512020 09;13 AM Rcpt:2182043 Rec:10-00 I)S:0" IT:"o Nikki AivaTez_Sowles,Esq.,peace,County Clerk&comptroller Permit Number Parcel ID Number 15�g-a(=AL-bn�- x NOTICE ()F COMMENCEMENT State of FiqLida County THE UNDERSIGNED hereby gives notice that Improvements will be made to cetgjn real property,and in accordance with Section T13.13 of the Florida Statutes,the following Information is provided In this NOTICE OF COMMENCEMENT tDoscription of property(legal descripilln);Q-3--a(P=a-.17-t) a)Street qob)Address: l&g+—&Lv�—Q-aks 2.Gaflmaf description of improvements: Replace Size for size Windows 3.15wrilr 1401;;Iflol or Lessee Information ifthe Lessee contractod for the improvement-, a)Nam and address:jaar k:AYr.,-Rc"e (o I-aA,S I*Welt-Q;�.Ks Dr-Ze4?b-yrhiiLT--F1—. b)Nerne and address ofies simple titleholder(if different than Owner listed above) c)Iirtamstln property- 2ner 4.0ontractor Information a)Name and address: Weather The Windrws 2119 W.Columbus Or.Tampa,FL 33607 b)Telephone No.; 8111-906-0131 Fax No.:(optional) a13-9o8-0134 Mratif(if-applicable,a copy y of the payment bond Is attached) ali Name and address: b)Telephone No,: c)Amount of Rond: 6.Lender a)Name and addross; NIA b)Telephone No.: T.Persons vilthin the State of Florida designated by owner upon whomnio—fiDii or 0 er documents maybe served as provided bySertlon 9)Name and address: NIA b)Telephone No,: FaX No.:(optional) 8.a.ln addiflonto himself 0r17, rs—ijf,-0—wn;rde—s1gnate-s-­'- of to receive a copy of the uenaea Notice as provided In Section 7 13.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Oxner. NIP, 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and trial payment to the contractor,but will'be I year from the date of recording unless a different data Is specified 120 WARNING TO OWNER;ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN 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 OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. finder penally of paijury,I declare that I have read the foregoing notice ofcomencement and that the tots stated therein are tiva to the beat of my know! d�Ielli Is's The foregoing Instrument was acknowledged before me this R2f:In___ day of by as --CAI Lr— fauftely'".0 cer,itus 'qk"Q fact", for weather rits mmows irs ntr;.i.r 41"IX ftpa of authority,...e.g.01ker,I a for i:LA Lse (name of party on behaff ofwhom Inatrumerilwasax X Personally Known used ID FV Type of 10 OL Notary Signauffe Printrisme it `1Neather Tite Measure Sketch Sheet Ll �l � ��� Customer Name/Number G 01fi � l FL Product Approval NoA * �O Ga30•C7tn, 17-0(,oS -01 Exposure C, Size for Size Replacement: Yes o aC 1 ro3%K yip/� 35'X 1-1 5,Y8 All 1 7 1t X qb 1� 21 5 �/ ye %s r 21 21 '1 l V i r IIJJ �- 10 FOPOI FG RGI 2 i ,rJ L M IAM I-DADE MIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:-Serles"SH-5400"PVC`SiiigleFiuig Window-N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05115115,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 shall 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 available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MEAMI•DADE COUNTY ALL WORK SHALL COMPLY WITH PREVAILINQg0A_Ng._1.7-063 00 6 a= FLORIDA BUILDING CODE, Expiration-Date: duly 30,2020 11P ?AD1 VNAL ELECTRIC CODE, ApprovalDate: November30,2017 THE CITY OF ZEPHYRHILLS 2 Page 1 ORDINANCES REVIEW DAY9L O 2 CITY OF ZEPHYR I PLAN EXAMINER" PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer®NXTT`'f spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16 0714.04) 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind.Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources (RER). UL L:21A A21 Manuel Pere Product Control E amine NOA.No. 17- 636 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CovMUM) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17,expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performanc'e Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement-letter of conformance, complying with FBC 5a'Edition (2014) and FBC 611 Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/3 0/20. Manuel P .E. Product Contro Exam' er NOA No. - .06 Expiration Date: July 30,2020 Approvai Date: November 30,2017 E-2 ANCHORAGE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-1/8'MAX.O.C. ANCHORAGE EXAMPLE RAMUS40p '�' \ /__1 — 52-I)W MAX.SUCK WIDTH MAX O�C. FOR ARCH-TOP HEADER 111_� FROM HEADER(SIM FOR ALL VARIES PER REINFORCEMENT NOT RATED FOR FOR 12"MAX. LEVEL, 2 SEAM 30' WINDOW TYPES) SEE SHEETS 6-7 IMPACT RESISTANCE F EE B.SEE MAX D.C. WINCOWTYPES) , }-•'�--^-�L-----ir �.A SHEET3 52-1/8'MAX BUCK 10"MAX.FROM Be S= k SEE 12*MAX FRAME SEAM E S 1-114' 8,SEE_ _4_1 30'MAX-O.C. 12"111 SHEET3 _j FIXED VISIBLE! D.SEE 8&9 Tj SHEET3 1 UGHTWIDTH _t: - SHEFT4 ::71 E S A,SE 12*MAX. S 8,SEE 30"MAX.O.C. 12"MAX SHEET3 HEET3 S C.SEE EQUALLY FIXED HErT4j EQUALLYIGHT ANCHORS 117-7/8"MAX.C.C. SHEET ACED j­­;­ HEIGHT +i + VISIBLE A,SEE F 17-7/B'MAX O.C.0 C SPACED EET3t TABLES 6&7 EQUALLY CH[SRp CH SPACEDJ 17-7/6"MAX. ANCHORS PER .78" O.C. TABLES 6&7 SIAX AN ORS PER 84� 0 BUCK - 84" L2 I TABLES 6&7 62* o BUCK MAX HEIGHT MAX. HEIGHT BUCKBUCK x x 10"MAX.O�C. 10'MAX A SHOWN HEIGHT HEIGHT (91.79" AS x 13-314"MAX D.C. MAX.) EQUALLY 13-3/4'MAX.D.C. EQUALLY -3/4"MAX OC. EQUALLY i SPACED I PACED SEE ji SPACED ANCHORS PER ANCHORSPER LtGtKgT TABLES 6 7 TABLES 6&7 HEIGHT ORS'�M LEB� AIICA TABLES EETS Al A 8&9 f ......- MAX _JA /2-MAX. 8_.__[_JNOANCH.RSAT&LL SASH VISIBLE a _j NO ANCHORSAT�ILL SESSIULWEEP- t SEE SILL WEEP- t SEE SILL WEEP- IT X�wl --4 LIGHT WIDTH NOTCH DETAILS, _EP_ 62-1/8"MAX -118"MAX.BUCK WIDTH S SILL wC BUCK WIDTI �ill NOTCH DETAILS, 52 NOTCH DETAILS, NEDCH DETAILS, SHEET3 SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP. FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(mvHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES......................................... 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS_.........__...._._.....:_.„._............_..... ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KS1 PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS_..__..„...-2 Q ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED IX INSTALLATIONS-1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION.FLANGE&EQUAL LEG/BQX_,3 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS.......„._..................................5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES•............__ - 6-7 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 13 BEYOND THE SCOPE OF THESE INSTRUCTIONS, ANCHOR QUANTITIES......_..........._.......___.....B-9 6)1/4-MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES.........._._........._..............10 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST.... 11-12 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El 3010. CODES I STANDARDS USED: D.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. :2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAIDS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS •ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION Or ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ANSVAF&PA NDS-2015 FOR WOOD CCNSTRUGTIDN PRODUCT REVISED 9)METAL SUBSTRATE To MEET MIN-STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDI'CT10N. -ALUMINUM DESIGN MANUAL,ADM-2015 �mmAying wft�It Fb-4a 10)REFERENCES:TEST REPORTS FTL-79 64;ELCO U LTRACON NOA;ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NON,EN ERGI WINDOW AND DOOR PROFILES,LTD WHIM&BRONZEILIGHTER :A Sl SIOO-12 BId,8 C d,� SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NOS&ALUMINUMkIIIIISIdIVIVIANUAL A:SC 36D-10 Acceptance 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, LY Cc iratio USER INSTRUCTIONS: UPDATED TO FBC 2017.-JR- 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM AsCE 7. INYO.58 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP I. 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS 0 . I- N.VENICE,FL34275 I I FOR YOUR OPENING$CONDITION FROM TABLES 2 CR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. (941)4801-1600 • Dd. SINGLE HUNG WINDOW INSTALLATION-N1 105/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. "d1to, Ll cormi(affQ2017 PGT N NOTROESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J.CHANNEL,FLANGE, fill ALL RJ 30 MUS MREESS&I VN QM Sen-lModvl. SCGIO.' 7" Droving INTEGRAL FIN OR EQUAL LEGIBOX). A.LYKNMILLER,PE. — SH-5400 NTS I shl OF 12 LMD-S'H5400-01 _E3 RE#59705 CERT.OF AUTH.#29290 TABLE 1:ALLOWABLE GLASS TYPES Glow Design Pressure Frame Glass Frame Frame Type Description(Listed from Exterior to Interior) Table III Sheet# Types Options Conflge, Shapes Installation Optionsthat may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 1 314"I.G.:1/8"A Exterior Cap+11T Air Space+118"A Exterior Cap 4 6 2. 314"I.G.:118"T Exterior Ca +1/2"Air Space+118"T Exterior Ca 4,5 6,7 into 2X Wood Frame/Buckstrip-sheet 3,option 1 P P P Equaliite, SquarelRect., Flange Through the frame ....info Concrete/CMU-sheet 3,option 2 3 314"I.G.:3116"A Exterior Cap+316"Alr Space+3116'A Exterior Cap 4,5 6,7 1-4 Oriel/Proview Arch Top 8 ofthe window..-... 4 314^I.G.:3/16'T Exterior Cap+3/8"Air Space+3/16'T Exterior Cap 4,5 6,7 ( ) 8 Cottage Radius Top „into Mete!aheetthrough IX t3Poption into Concrete/CMU-sheet 3,option 3 "A'=ANNEALED:'r-TEMPERED ....Into 2X Wood FramelBuckstrip-sheet 3,option 1 Box! Equal-Life, Square/Rect., Through the frame ....Into Concrete/CMU-street 3,option 2 Equal-Leg 1-4 Oriel/ProHew Arch-Tap 8 of the window...... through 1X Buckstdp into ConcretelCMU-sheet 3,option 3 rARLE •ALLOWABLE ANCHORS THROUGH E FRAM (#4) 8 Cottage Radius-Top Min.Edge Min. Material Min.Fr Min.F. ....into Metal-sheet 9,option 4 Group Anchor Substrate Through the into 2X Wood Frame/Buckslrip-sheet 4,option 5 Distance Embedment* Steel Screw 92 ksi 120 ksi 16-B Screw 60 ksi Equal-Lice, Square/Rect., integral fin...... � .,,,into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) 7/16' 1-318" crew s I8" ksi J-Channel 1 al-4 OdeVPrew Arch Tap 8 #10 SMS 410 S 90 ksi 110 ksi (#1) Through the frame - #10 2X Wood FramelBuckstrip-sheet 4,option 6 Steel,A36' 3/8' 0.050' &College R�ius-Top (steel,16-8 S.S. Steel Stud,A653 Gr.33` 3/8° 0.0451'(18 Ga.) Elco Aggre-GatodD 57 ksi 96 ksi of the window.....- ,...into Metal-Sheet 4,option 8 or 410 S.S.) Ebo UltraCorrHl 155 ksi 177 ksi Through the ....info 2X Wood Freme/8uckslrip-sheet 4,option 5 A Aluminum,6063-T5• 3/8' 0.050" 410 SS EIcD CreteFlex® 127.4 ksi 189.7 ksi Equal-Lite, SquarelReet.,integral fin.•-•.• into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) 7116" 1-318" Integral Fin fi063T5 Aluminum 16 ksi 22 ksi 1-4 O&Cottage ew Arch-Top& into 2X Wood Frame/BUckstri sheet 4, on 6 3/16°steel Ultracon Concrete(min.2.85 ksi) 1' 1318" A36 Steel 36 ksi 68 ksi ( ) 8 Cottage Radius-Top Through the frame•••• P-sheet CMU,(ASTM C-90) 2-1/2' 1-1/4" Gr.33 Steel Stuff 33 ksi 45 ksi of the window...... ,-„into Metal-sheet 4,option 8 #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1318" FIGURE A FRAME CONFIGURATIONS FIGURES:FRAME TYPES Steel,A36• 3/8' 0.060' (steel,188 S.S. Steel Stud,A653 Gr.33` 3/8' 0.0451°(18 Ga.) ❑q ❑G—� or 410 S.S.). D - D 6 Aluminum,8063T5• -3/3° 0.063° 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1' 1-318" %/ 4 U 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-318' 1/4'steel Aggro-Gator P.T.Southern Pine(SG=0.55) 1° 13/8" Box - Concrete(min.2.85 ksi) 1° 1314" �/ FLANGE EOUAL 1/4°steel Ultracon 7L LEG C Ungrouted CMU,(ASTM G90) 2-112" 1-1/4" 1/4'steel Creteflex Concrete(min.3.35 ke) 1" 13J4" EQUAL-LITE ORIEL COTTAGE 0 114"steel Ultracon Concrete(min.2.85 ks) 2-1/2' 1.3/4" FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2-1/2" 1314" 1/4'steel CretefleX —��BUCK WIDTH —�BUCK WIDTH,f--�BUCK WIDTHI-- D Unrouted CMU,(ASTM 2-1/2° 1-1/4' C T i I O Concrete min.3.275 ksi) 1-1l2° 13l8° t I t/4'steel Aggre-Gator Grouted CMU,(ASTM G90) 2' MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. _ N- W INTEGRAL 'UNGROl1TED CMU"VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. Lu _ _ _ = O __ r- J-CHANNEL FIN __RI -3-111 x TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH•TOP Min.Edge Min. WINDOWSHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUC17MVISED Group Anchor Substrate Distance Fmbedment4 BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with tho Fts(r(a DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Codc E 2-1/7 x.131"Cornman Nall P.T.Southern Pine(SG=.55y 318" 2-7116' THE TABLES ON SHE ErS 6-9. L I I I r f AecaptaAW No! •• ��e / Revision: aomrion DWI, .1 2-v2^Ring-shank Rooting Nail P.T.Southern Pine(SG=.55) 318• 2-7n6• �aON"(LYN/�/ �, / �9 L P.T.Southem Pine(SG=.55) 20 1/z• 13l6• �` 'C,: tcENs'••.! ANCHORS RE-GROUPED. #10 Trusshead SMS Aluminum,6063 T5" 318° 0.050" t F LW DadeYrudwit_ yT',, r (shed;18A S.S. `-� -JR-06/06/17 Steel Stud,Gr.33• 318" 0.0451•(18 Ga.) �*r No.56705 or 410 S.S.) _ * m F Steel,A38` 3/8° 0.050" - = 0�cr1p6ai_ Drmrn t?y: #12 SMS P.T.Southem Pine(SG=.55) 9/16" 13/8' ;p•, it= 1owrECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI (steel,1 BE S.S. Aluminum,6w3-T5' 318" 0.063" 'Q•'• OF170j N.VENICE,FL 34275 or 410 S.S.) Steel Stud,Gr.33• 3f8" 0.050" '• FS;••.!RORIOf+•.••G�2�;� (94tHBO.16W Tee' Dote: Steel. A3s• 316' 0.050• �'f.`s�ONAI���`� COPiljDlrr0�17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �'111 r r r t t 111`` ALLLRIG BIREs E S rfa°/Mod"L Scde: S�eE DrawLrg No. Raw. A.LYNN MILLER,P.E. SH-5400 NTS 2 OF 12 1 MD-SH5400-01 I B RE#68705 CERT.OF AUTH.#29290 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT ZX WOOD FRAME OR BUCKSTRIP.SEE INTO ZX WOOD FRAME OR ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2.7HIS SHEET. EDGE DISTANCE FIN INTO 2X WOOD FRAME OR — --A BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 114"MAX SHIM 16 114"MAX SHIM SHEET. J-CHANNEL TYP.ANCHOR TYPE, SASH VISIBLE EMBEDINIENTAND EDGE c� 18 LIGHT WIDTH FRAME DISTANCE PER SUBSTRATE SHOWN SEE TABLE 2,SHEET 2. NEL {SCREW 17 BALANCE EMBEDMENT T 44 114"MAX SHIM TYPEVARIES WITH SASH TYP.ANCHOR TYPE, EDGE WEIGHT r E_ EMBEDMENT AND EDGE DISTANCE 30 31 DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. (NAIL SHOWN) EXTERIOR 87 TYP.ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE T_ 3 FIN DISTANCE PER SUBSTRATE, 19 FIXE FIXED ��9 (�2 0 OPT.SASH TOP J-CHANNELJ LIGHT FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL FRAME 1 SHOWN (MAIL SHOWN) LIGHT HEIGHT famLL WINDOWS, NOTES: SHOWN 1 ANCHOR@ 3,55- BUCK WIDTH 49 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1W MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET2. SCREWS @16.318' INSTALLATION OPTION SHOWN MAY 46 47 35 FROM END. BE USED ON ANY SIDE OF THE BUCK Q FOR WINDOWS WFFH_ WINDOW. HEIGHT To BOTTOM LOCKS #10 OR#12 STEEL MAX, so ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SCREWS @ 8.3(8' USED INTO WOOD AS PER TABLE 2, SELF-DRILUNG SHIM 85 FROM END, SHEET 2.ALL WOOD BUCKS LESS SMS(1351 SEE 30 THAN 1-1/2"THICK ARE TO BE TABLES 2&3, SASH CONSIDERED IX INSTALLATIONS. SHEET2. D G-a EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF TABLES LIGHT UNIT 15 INSTALLED DIRECTLY TO SHEET 2. USE EITHER SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK OR BOTTOM _j OPT. OR GREATER 1X AND 2X BUCKS GREATERLOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED (2)1- 30 65 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN ANDIOR INTERIOR LOCATION.6-SW FLANGE REMOVED TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. 080 NO ANCHORS CRARGHTTECTOFRECORD. FRAME SHOWN REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 114"MAX OPENING)IS MEASURED FROM OPTION 8 PRODUCT, VEVISFD v�ymg with tl�Flori& INTEGRAL FIN BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Building Code FRAME SHOWN SHIM ,,I I I I I I I" INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) A t=WM b�ivartan Date .2r X 1.25"WEEPHOLE ':'IN NY L.NN 111 RCVWM.* K.-.\WICOVF R@2.Br NO CHANGES THIS SHEET ke�FROM EACH END. 00• .. ,I . BY cor&4)4 VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, z No.59705 EMBEDMENT AND EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, @SASH.BUCK WIDTH.6-lir SEE TABLE 3,SHEET 2. EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8' Z 1 .1* - 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) O ATE 0 N.VENICE,FL34275 HEIGHT[EQUAL-LITE INSTALLATION OPTION 5 *""tORIOPI ritta: VERTICAL SECTION D-D BUCK HEIGKTt2-3AS/16" %*­..... ... (941HW4900 SINGLE HUNG WINDOW INSTALLATION NI ANCHORED THROUGH INTEGRAL FIN 70AtA 0== 1 05/15/15 INTO ZX WOOD FRAME OR BUCK- ALLRIGMWERVED -.,;-/Modeh PE#r,8705 CERT.OF AUTH.OM96 STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER, SH-5400 NTS I s"4e"*OF 12 D-S.H54nn-ni I rt 314"NOM. 314"NOM. 314'NOM, 3/4'NOM. 118"A GLASS Ilg'T GLASS 3116'A GLASS— 3/16*T GLASS 1/Z'AIR SPACE-- 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIRSPACE--, 1/8"A GLASS 1/8"T GLASS \ \. 3/16'Al GLASS 3116-T GLASS—\ EXTERIOR n�OR ,Aj E)(TERIOR \0 RIOR EXTERIOR m7o GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 11T NOM.GLASS 76-79 BITS TYR 74 EXTERIOR 31 —�J�7 PRODUCT RBVLSFD as tomPiy—0-10 Q3 31 lr BITE EXTERIOR \J7 5 30) Iku lding Code A,=- 11311,19 'w 114..410% Rewsron: NO CHANGES THIS SHEET. ny TYP.GLAZING DETAIL No.58705 J ROSOWSKI 1070 TECHNOLOGY DRIVE GLAZING DETAILS s 0 N.VENICE,FL 34275 GLAZING NOTES: NAL (841)-4804600 SINGLE HUNG WINDOW INSTALLATION-NI 0'5'/:l 6/15 *r=TEMPERED R D A.LYNN MILLER,RE ALL RESERVF Sheets Drowirg M.' PE�#58705 CERT.OF AUK#2MS SH-6400 NTS 5 OF 12 MD-SH5400-0 j TABLE 4: OI.r Typ.. qdt suh s.ah Design P.uUW(los l) 7-4 OOs0.p0a0.Y918a hoom lLDUd.Lv.i lle ItRk.b+tpt4ldv+�eDdcWthJi{ia} RI 1WpM Siva+ IN 14 N 32 36 d0 48 52125 . noEWG 117A +W.0 -100 w.0 + 0 1-1w0 +60.0 •100 W.0 4 .0 1 -Iw0 I +w0 -1000 +WA A9.o I +Wo 70 - SlaWpawtngs 1451T•15.070 4W.0 •1W.0 +mo -1W.0 Inn -1wA .60.0 -In .w0 -1W.0 +W W A 47.0 + .O 404 2B EpW30 11b83-1016 4WA -iw.0 a5a9 -1m.D +W.O -f0a0 +w0 -1010 +m0 700 ;33 -1W.0 HOD AWl - 6tm�sAP:akw t1AT7-115 a •1w0 mo -SW.6 4WA -tWA 4b0A -two .WA -iwo '5A -two no 44A T.Iksl 21517-2$286 +5g.0 -IWA +w0 700 -7b-00 -iW.O aW.O -two +SaO -iW.O +90A e90 .WA •7T.4 OienEerEOdtepe MM-23.516 +W.O •/WA +Sp.O -iWA +oo -iWo +W.0 -iwo +Ma -iW0 476A A8b +WO 373T3 EVPbDe 17.517-m. +WA •lm0 4900 •iWP +W.O •1m,0 +W.D -iw0 +W9 70 -0w0 +W.O Ae8 4WD • .0 RavbNi'ro.Nv 1da1T-t7316 .WA -1W.o +no -imm +w0 -two +boll •iwo +Sa0 -SWA 43AD Alt aW9 •7 81Onest ii-3iT-t45t6 4W0 -iWA +w0 -1000 .WA -IWO rWA -iwo .W.O -imo +wo -0 o cOaTt.mIMn+54 l>A 20.a17.2T561 +W.O • . 5-DO 460 1 A030 +W -i6.0 000 27M 31A11 WD 100 +w0 000 5 O W +WO -ne a HEADER +50.9 -1m0 +W9•cob 400.0 •W.0 - 00 +WO -1W0 +W.O 8A -n.9 &.nb C.MM 23517-26516 .50,0 •iwo +A' M0.0 +w.0 -1 0 4W.0 -1 0 +w0 Too .wo -T9.0 4Wo •10.9 a4 EgaRBe 2ASR-Mils .WA •1w0 1 +S0.o -SWA 4w0 77 7W0 -W1D .w0 -iwo StQazSptlIl7eAtdWn PS4I(tem M O.: 14bIT- . +SOA -t00A +5a0 -iWo •WA -twD 1TAo -iwD 7.3 +Wo •703 :WA -tW 0 -7.5 W 40.24 t15t7-m8 -W +A -95 wD -T 17 -1W0 w IUT7.14 w - i -7&8 +w0 I T{A TWk.t 311U-35A11 no •IWA +6A0 -1W.0 .W.O 401 +WO 493 +w0 A93 +wA -742 +500 49.1 aalwraot139. M517-315 92 +wo .1mA +9ao amD +W-D -two •wo -1W.o no -0&4 t.ao - 8 .M. 4..E MEETING RAIL Eq Ws 28.517-2018 9 750 -A +600 •twA aWA -tW0 +WA 400.0 a505 -Du 4Wz -lib -;Zr 0 23 48 Eg;N0PM0 115A-m519 +w0 •1m0 •WA i•iw.0 16a0 -100.0 .W.O •f00.o +xio -97.1 +60D -T49 .xio 47A- 26 0 cF.b Ste 74D17 •1-,Ibis r50.0 wA .Wo :-1m0 +m0 -toOA +WU -tW.5 +w0 +RO 4WA •76.3 +xio -0e.t �_' e . C .- 12511.14AI6 •W A -1WD awo -two .w0 -100.0 .WA A6.7 .xio blu A7.a +WA -T38 .•d0 A9.9 57M t 113T7-/2Ate aw.o •iw.D +W. -two a50.0 -:&0 +00.0 A3A +W.O A9.7 +WD -T22 +SOD 9T.b O Ttltssi 3dm8.37.836 awo •tWA +w-0 -95A .914 A4.3 +50.0 822 .w0 At8 ; 41.8 +500 -WA .t y 61art1am oiVa90 26.517.33207 a50.0 •1W.0 4w.0 -1W.0 awo -iwo +W.O •%o.o +Wo A39 +WA -Tt.t +W.O {J.D U p 23 •' aW.tR. 2].617-m5W .xio 4WA .boo -1000 ;5D0 -1w0 .-50 -7w0 +tPO A45 + D -nb +xi0 F5.1 49Dm Gntam80. m.e17.23518 -A •1ma .wo -IW.O vW0 -two +WA -iw.0 +OQo Alb +wo -no +500 49.1 - 61w1mrtPmYsa 17.S1T-mbi6 +500 Tm- r50.0 -ono •500 -two +a0.0 -1 o +80o A8.0 .Wn •73.7 +WO "i - E]tiERll)R SASH Cmtva ales NS17-iT.a16 .m. •lnz .50.0 -tW.O -mo -Iwo +bab S90 +50.o A9H YAD -T3.1 ,508 AT.i E1tTEROR �} HEIGHT Qaiu08170 121577-t4516 -+xio •7wA 4WA -two +no -"I .WA A2A +no 417 +ODA -n2 •xio -0r.3 9Mte.1 liAr7.12A16 no IWO .WA 49.6 +fide 487 ,W.. A7D +Soo Ala +WA 4:95 +30.0 AtA v TOIg9l -0ab +w0 A11 +W a0 - 400AL A f.t 3&517.41AM 00D W •xio A&2 6t.mud COtL gO 31.617-36.b16 .Sao -TWA two A92 +mA A8a +W.o A68 +no ABA .WA 442 +SoA •b85 JAMB O E@zw 2&517-St5t6 Hao •IWD Wo -1w.0 aWP -Iwo *tPA A9.T •w0 AST +WD a,'3.T 45ao 49A 23 61v1dvtl PsOdat. 2t61T•m916 +500 400D +w.0 49.7 +no A7A +w0 48.0 +SOA 47.9 ✓AA 45A +50.0 SiD - W C6Ete5Re m51T•23516 +xio -tWP 450.0 4S3 +50.0 -T7A +W.O 446 7 D -Tie aw. SIA 4WD 48A Custea 5173 I7.317-20518 45.A -v, t 0.o -]9.9 +SaO 407 +no 455 +w0 A42 +5Q0 dA.S .xio -0SA SILL C0CRa9{78 14517-iTb16 +Safi •W.l 4W.o i3.0 .W.O ZIA aW.O .SD9 +mo ZIA .500 Sig +50D S26 - lan's" 13MT-14.616 4wo Aat +Sao 40D +W.D -09to 1W.A sbo .50.0 A9.9 .WA •aL4 +Safi Sty shwb.t 71be4-13.018 4w0 A3.7 no 47A +W.a d7A +WO -039 +WD S1.B +wD ADA +500 40.0 W t b17-4IDN H O •IMD 450.0 A2A rWA -T12 +W.O S@o 4xi0 4T.1 .WD -A .xiD 43.0 Gietvn strn 363I7.3a8t6 +w0 .1DDo 4w0 Afl7 +Soo -T75 +w.0 250 +yAA -741 +WD S0.7 +500 53.7 £q Fdte 3555T-bbata 4W,0 •IWA 4wA 8 6 .w9 -008 .tBA •Tab +wo -T7A +SOA 4AA +Sao 424 75 C -stm 3tbi7-35S18 +500 •iwA +WA -053 +9.9 -749 +30.0 to aSOA -TO2 02D Zo2 +000 AZA btaw>'.O PsoA.w 71517-32 5te 4600 -91.6 •aao Wl 7610 -6a3 .W.O 83.] +xio Sib +WD 892 .SDA A3A cmmm slze 28.517- OI +SDo 2 +W, -7t.o +no sac +w.D sa9 .Sao saD_ +Wn _s3A -AsI5 SECTION DETAIL FOR WINDOWS WITH s0.0est 25.616-2&518 agOA 40.0 40.0 450.0 -6a1 .fDA .6SD +W.O S90 4500 A1.4 +50.0 •W.6 x6aam 38517 4/s4a +SaD s15 .Wg 475 +Sao 56 W9 433 =Wo aiA H9A SS4 wo sas LEVEL RI REINFORCEMENTS GLASSTYPESI 4 89 Cu01wn 6k. 36.6i]-3a6ie .sac ->D2 +Sao z1a .9o.a .eoo +Sao .sag .SOA sae +56n s1e +sag •w.a (REfNFORCEMEN7S SHOWN IN FIGURES slamNthm.w 11819•RA16 H0.0 .c1.r tw.D A75 ;no 47.0 -A aae +5" ate +SOA so.D •Sao sae ABOVE APPLY TO ALL FRAME TYPES& 91.7a Teltxl '• -47.6N +W.O -e1.1 +wo S7e +IDA 37A +®A •Si9 +60D sib +517A A0.0 +600 •6D.0 CONFIGURATIONS) SEE TABLE 6.SHEET 8 FOR ANCHOR GROUP AND OUANTUY. Mitt SASH HEIGHT=WINDOW BUCK HEIGHT-50A36 PRODUCT REVISED as cortg}y:vB R ithtoo Ftmtda E3Di}dmgf.'.ode �yj� AC low No 1 ~R�•?LY1A 1t1}ii ll17T7 Ea ilmm.Date %Olv ReVi9W0: CEN ���� NO CHANGES THIS SHEET. BY.; adaP7adsat a. u _��, * No.68705 NOTES: - -: lJosaoth A7 O7aR�O 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME � � ��;' ` t070TECHNDLGcw DRIVE DESIGN PRESSURE TABLE JSKI OR INTEGRAL FIN. .0 STATE OF ;• !lj. N.VENICE,FL 34275 Date: iF ••F�ORIOP..•' \ �� (B41}I80-1�0 Tdta: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. i S ........ G SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 70NAL,,,,,`` PCT °" wes scow: snba D v Ab. 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR Rar. HEIGHT DIMENSION SHOWN ON THE TABLE. A.LYNN MILLER,PE. SH-5400 NTS 6 OF 12 MD-SH5400-01 L$ P.E.k 68705 CERT•OFAUTH.S282g6 TABLE S: Design Preoure Qbsm) g900T]7w0 @410Av SDJa 6405 i•b Dpcli+SOD i:4tbP-m Ndffa tMndOw @udrwid9l In ��, , tmM.tnul @'��WOvMu @voe � S8 as tb � Htlp106M01 and 1H M 2J8 C-gattts tl390 +660 -iJDD a8S9 -t90D aB.O -1300 •65.a -120.0 +BA -1300 a6SA -12A9 a6S0 •1 Sla ST-R by N.51T-16A7D +6S,D •1JOD ae5.a •100.0 a65.0 -iVO.o aWD -13D.0 aBb.D -taOA a65A -t2].a +660 •it8A De Equat3n H,a3t.186tb a630 -t33D +t+SA -tSOA t6S4 -13D0 a65.0 -139.0 :6b.9 -15D.a a65A -lJO.o +fiSa •1D00 - G yTgp>�O TrypteM tt.3l]-11� .a50 •fi0.0 rb5.° I-170.0 .a5.0 -1d00 .66.0 -1JOA +60.0 -f3°.° +85D -13D0 +650 -tYSD T91b01 mb&56=� ai6�.A0 .i30D r660 -170.4 .9 150.0 NAO -tJ0.0 r65A J30A a65A -1248 r6S0 1123 St4ui410 Wtiag4 37375 E41n141e 11A17.2005] r6S0 •170D •65a •7JOA a63.0 -1J0.0 ,W.O -iD0.0 +86A -13DA reaa -t212 a6SP -tOD3 _- GtaO40p15'oimt• 14.617.1]Ate a6b0 •17oA r6S.0 -tJaO r6S0 -t3aD t65.0 -t3D_0 a65.o -130.0 a6bA -f222 a6S0 •1102 � .._.- staaeat lt3n-taata +6Do -»on .65.0 •rJo.o +m.D -tJao .as.o -tm.9 aos.a -IJo.o a66A -1W.0 .65.a -imn HEADER To1�041 X/.6J3-J1.011 aWtl •1190 ,65.0 -730.0 +65.0 -130.0 aBA -t27.0 + 0 -t180 a35A �A a45a W.O Clenm 624 26.6t7.2Tb02 +650 -t30.0 aeSO •t]00 +50.9 -15Qo afA.O -IJD.a a66A -12D.0 r63A -1153 a63tl -1Wb SIw0lnlfbt�00 20/�7-23Ot8 +65.0 -t000 +650 •1300 +BSA -170.4 H2iA -t300 a66➢o 13a.6 a85Q -199.6 ,650 AB.4 N P..OwI.4te StBW:vi Atai!OS 14.fi1]-1�]At6 +bJA 129D r65.P -1J90 •GA •130D afS.D 1aDA +650 t�A a65D 1113 •a6a �T 6t4t il.ioe-sasl6 .sy.o -Is9a aB�tl -19Do •DS.D •1272 •65.0 -1aoi •6S0 -1160 a63a Aso .Ts.o -a4.o MEETING RAIL S pq i;@e� 7a9t]-328b/8 a6J.0 -14Do +6SA -130.0 65.0 -1J0.0 a6 D -I:s.9 �669 -130.0 aWo 100.2 a6tA 89A .�� � D 1T.5n-zoAtfi .DJ.9 -tJoo .fib.o •12aa .Ba.a axD wao -tDaa sebtl -t@oa +66o aD4A •6aA 8tT � �27 ° 4a sl>4s+n itiwrn. SAo CWimn St. 74A1)-t7Aie Kd.a -t30. +85.0 •P40 aB.O -tJ0.0 ,410 -1TA rOSO -iD00 rG50 -tOeD r660 Cwrom6Gn f2J17-t•.816 ae6.a -1IQa a6b0 •9LL10 aB0 -130D •65D -130.0 • o -tiD.4 +650 -1/Q9 a65A AMo 0 6h46e01 331�-�J 6tG ,saa -1360 aB.O -t30.0 aB.O -1180 •BD 41 5.1 aGSo -it4.7 a+8D0 a9p a65A 8t.0 6S0 -tAJ.D 6ITAN bf[a9e 2601T-JJ20T r80.0 •1J0.0 .tSA •�C0.D tB.O -130.0 a86.0 -M1S5.0 a Or rasa A9b +65.0 I �6 23 s =.om-e m Clmnm fihe 2230.fi61]-73016 +63-° -1D0.0 r66A -1t3a0.a0a RaBBA.O .•t130A f65..9 -f3P.0 +6So 4MA Etl EX7ER%N2 i SASH -t.XtA a$5.0 .iD2o iBS.Q -01.2 i0.62a 614ndtN PrDNN9 11.61T-20.818 .w.o -1Jao +65.0 -SJaa 4B.a -tJao +sSD -IJao .a6o •1Doa *45.o aD32 •fiao mat E%TERICR ' HEIGHT S b4ym�p 1251T-'IAI8 •65A •1J69 r6S,0 -t0a0 aW p -100A +6SD •1D.J aBS9 -129.fi +6SD -f04b a65A h7,4 (l. aB.O -1242 a65D •121.8 •5S0 -12/.7 +@SQ -i7J3 teSa -1011a �7 Ohdlat itDTl-t2b16 a65o -t3Qa +8.0 -t30.D ] •66D au.s •6S0 AJ9 a6a.D A2.7 rB.6 Aib �gbi 33.01T-b1AN raJ.O -1J0.a r85.0 -ila0 •B.0 JAMB -- S141u',OCNt90e Jt.517-3@.516 +66.a •1V0.0 aB.O -13a9 +tA.OaBSD •/2t.3 rBaA 41. r6S0 asa +OS.Q - 23 );q}ten 2e.617-3}.OtO r85.0 -t�0.0 +56.0 -1J0.0 a65A .120A +66A -130.0 *650 .119.9 aB.° 162 t@8.0 •7@A 619rnpD7 .61T-2S516 aG5.0 -t 0 s65.9 -t30.0 •f5.V •12L0 +WA -t2DA +DSO •1202 +BA -92.b a65A Si.D W Cii•mm Bixc 26bi7-25.bt6 W50 -t?A.0 +6i0 a2J.T afE.0 -im5 aBD •to4.4 •6S0 •1W.7 a810 �o.a aw.a ffi'e SILL Cu•WO1600 1TAI -1�b16 r65.D •1214 •65.0 -5022 aW.O -06T aBD ffia aBiO D a6S6 "rat r+aaA -� aShwi®1� 71.OB/-7J.018 ,R5A •f 171 fB.a A89 a69.a -745 4 A d59 ♦6S0 •7T2A +6Sa -TO-O r03A -O.a Takgi 39Ai1-411Mt +66-0 -SDD.O agv.4 -iti.6 +65.0 -99.T •86D 65.4 a8S0 -93A a6SD -64.9 aW.O -Ta2 $t.0 ab3.0 d3k C�mtSk@ J6AtT-3@.318 ,65.0 -170A rB0 -128.@ •BA -ii�SS +66A AOiB +bSO -iWD .6i0 W.9 a65.0 Erno10n 73 t„{6fm151m 32517-35348 rW.a -4340 +65.4 -ttJ.O ata.0 -tOJb a4bA 99.8 a860 •69J a650 •D/3 r80.0 61. pr0,t>,9 29.611-3 2 316 a65.0 -taoa .B.o -t06.5 .6s.D -926 •fi5A 4+a.7 SECTION DETAIL FOR WINDOWS WITH ,� 25at6-flb16 65.0 Ater B.D aea BD B 4 •66a 1Ti e,a aa: 650 9 030 -ns LEVEL R2 REINFORCEMENT 84 GLASS TYPES 2-4 EtryOwn BAt7-a1.6N .bs.o -tJo.a a6A.0 -ia@.a a65.0 -m.@ .s9a .aJ] •6sa -663 w5A at.a ws.a _Tob (REINFORCEMENTS SHOWN IN FIGURES e+ cmraaav+D s.str-aJ.Dts rfit9 -t22t +BA aa3 :ab.o 25A aaso -T9.7 .es.o -T49 ,ea.D na.s rab.D -T1.1 ABOVE APPLY TO ALL FRAME TYPES 8 W.619-mble a610 -11T.t aBA -0a9 ..a •798 •45a -]SA •6SD •725 463.0 -7D➢ MS.0 w0➢ S1y�•k„ CONFIGURATIONS) 91 Ja Taf'40f • -41.644 .65.0 4i7.t a65a 949 r61D -798 +65D -T0.4 a6S0 •RA r65.0 t •76P ,850 SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND pUANTITY. "MIN.SASH HEIGHT=WINDOW BUCK H EIGHT-50136 T4P.ODi)CF REV)S)�'�-t.�,J�. 69 Domplyeltg 9- peccyrlutoDNQ/ -Of D.[)[. t t}it tt tti lT] 'ration Dale T� Ravislnn: N NNF '�il NO CHANGES THIS SHEET, 9y ,�,: ttCEN$, • .C� R1i94Pi a3e)'r4dvU *; No.58705 NOTES: .T� +� (�_ DasPrPgAA J ROSOWSKi 1)USE THISTABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME %- N PRESSURE TABLE p - +'^G�IT.'•ttt� 1070TECHNOLOGY DRIVE DESIG N.VENICE,FL 34275 Daft ORWTEGRALFIN. 'i�{�S••-JetORtDFti.•''G\?� (041)-8 1600 ral 05/15J15 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. SINGLE HUNG WINDOW INSTALLATION-NI 1,'ON E�t� PDT �tt]c 5�rslMadP7: Scar« Shaot Dm rtnp Na R. B it111 ` ALL IaG11T8R£@ERY® 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WfDTH OR ' T7)I)1 A.LYNN MILLER P.E. SH-540O NTS 7 OF 12 MD-SH5400-01 HEIGHT DIMENSION SHOWN ON THE TABLE. p.E.#56755 CER'T.OF AUTH.#28266 fflmlwl 100, INDO®R , go '10900 00010100o NHB0IBM 0 NO 0 ON 0 19=1 0 01=0 0 WO 0 a©qa©a,0000©©000a©oaooa©aaoo;aooa©as©a;a©a;o©©a©aa©aaoaaaaaooa©©a©© aa©000aaooa©©onoaooao©a©aa©000000©a©©a©o,o©©a000©aa©©aaaa©©a©©a©© a _saaa©oa©aooaoo©oo©©aaaa©a©aa©oo©aa©as©©a©©,o©©a©aa©aa©©aaaa©©a©aoa© ©a©©a©©©©©a©©©©©©©©©©©a©©a©©©©©©©©©©©©©©© Boa©000aaoaao©'aaaaoaaooa©aa000000aaoaaa©©oa000aaoaoaooaaa000a©aoo a©000000a©0000©©a©ao©a©aa©00000©aas©a©©ao©a©aaoaao©aa©a©©0000a© ��©©a�©oa!©aa©©©oo©aaa©a000a©©aooao©aaaaa©©©©©©©a©©a©©©a©©aa©©©©000 �©©a:©©o©©o©oo©a©aaa©oo©©000a©000©a©a©©©©©©©©©a©©ao©©©aaa©©0000©a � a©000aaaaao©ao©aoaao©aaaaoaaoanun oaaaa©oo©ooaaoaa000©oaa©ao©:oa© Himall ©aaooaooa©000000000000aa©oa©0000a©a©©a©©o©©aa©©a©o©©©o©©©©©©©©© ©oa,©©000aoo©©a©©000000©000a©oaooa;000©©©©©©000©aaa000©aaa©ao©000 g©o©oaooaoo©,00©©aa00000HHHHHH©aaa©ao©o©©©o©©a©©a0000©a©o©©©©:©oo ©000a©©©000©a©©000©©©©ao©aa©©a©aoa©oo©oo©ooaolm� oaaa©ooaooaa©©o©© a�a©0000,©©©a©©o©©©©aaa©©oao©oaaaaa©©©©©©o©©©a©a,©©aa©©©©aaa©a©©'o©© a©aaaa;ooaao©000000aooaoaa©aaaaa000ao,ao©ao©000aoaooaaoaaoaao©ao© ooaooaooaa0000©©oo©a©000©©o©000©©©o©©©©©©©oaa©©a©a©©oaaa©©o©!o©© a ©©a©©a000©o©©o©oo©©a©©oaaoaooa®aaaa©a©©a©©oa©oa©aaooa©aaaoo,oa© 000a©ooaaao©©aoao©aoo©©a©©aa©©maaao'©©©a©©o©a©©aao©©©ao©oaoOUND �ooa; nun anun a©oa0000000©ooa00000®oaaoloo©oo©00000ao©©o©©a©aao©.a©© �o©oa©a©oao©©a©a©©o©©o©©aa©a©©amoao©'©©©o©©oaoo©ao©a0000©©000000 �o©a;©©o,©©©000,a©aa©©aoo©©aa©o ©© aoaa©a,00aoo©,0000aoao©aaaa©oaoaaaoaaaao©a©©oaaaaaao©aoaaa000©,a00 00000a©oaao©©0000©oo©©00000000aly©©0000©©©©000©©a©a©oo©000©o©;©©© a©o©o©aoaa©oa�aa©00000©©o©000©oaoo©©aaoaaaao,000 I�00 00aooa©o©oo©0000©0000©©000aooaooao©000000©a©aooaoo©oaaoo©aoua©o ©©a,©©a©©©©©©a©a©©©a©©©©000aa©©o©©a©©ooao©©a0000aao©oaaa©aa©©000 ��o©a©asaooa©©000000000aoaa0000aoa©a00000000a000©ao©©©©oaa©a©o;ao© ©©000a©©©©©©a©©©©©a©aooao©a©aao©©aa©oa©o©©a©aaoa©©©aaaa©©a©©©a© ��ooa�©aa�a0000©aa00000000a©oa©0000©©o©©0000©ooaooa©o©000©o©©o©000 aaao©000000ao©00000a00000©©a000©©a©000©oa©a000aaoaao©!©oo ©aa:©oa©oaao©©000000000©aa©oEa©©©000a©©©©aa©©©oaoaoo©a©aa©©©©©ioao �FIng oao©a000a©000aa©00000aoa©oa©©oo©ao©aoa©o©©o©0000aoa©aa©©oo o©00000©©©©©©©oo©©©o©©©0000©o©©©©©©©©©©'©H®®®NIMUCHH©©©©o©©©©©©©© a go©ao©ao©©o©©o©©o©oaaoo©ao©000©000000,00©a©©aoaooaa©©ooaaaaaooNUN ��ooao©ao©000a,000000aaao©000000ao©©o©©io©©o©©o©a.o©aoo©0000©©a©©o©© m�0000©a0000©©o©©o©©000 o©000aooao©©.000,o©©o©©a©a,o©a0000©oa©ao©o'o©© ��000©aaaoaaooao©©o©000aoa©oaoo©aa©oa©©o©lao©©oaaoaoo©©oaooaao©aa© M Una nun ��ooaaoaaoaoo©aoaoa0000©©000a©a©000aaa©©©a©©a©a©©aao©o©©aaaao©o©© ��o©a©oa©o©a©000©000©©o ooaaooaa©oa©Eaoa,o©©;a000aa,©oaao©ooaoaaa©o�000 � ooaooaooaa0000©00000000aooao©©0000©000©;o©©o©000aa©000000000©o©© ��oaaoaaaoao©©aa©0000aaaoaooaoa©oa©oo©oo©000a©aooaaa000000©o©©ooa ©��ooa©aaaoaaooao©©aaa000aaooa©o©aa©©o©'oo©loo©000©oaa0000000000©ao© ��00000aoo©0000000000aaooaooaooaoaoao©oo©oaoa©oa©ao©©oa000ao©©oo© ��o©av©aaaao©©oaoo©©aaao©000ao©©0000a©o©©oa©a©aaaaaa000©oa©aa©aa© �ooaooaooaao©00000a00000aooaooaoo©000.oa©aooa0000a00000aoo©ao©oo© ••�� 1/1L7rf. �i i TABLE 7: _ AnehorCttant7les Arclw solos AnclwrvmuPc AmWG^ D Required for AM6= 'Th7geghfrxlJc Inata6atbn ia•1m44 2rvn� rr wm am tvd4 Aw wm4 43•uta sz-118'Wlde ]cw141 14•Nrm" 32•tm1 36•t16d0 4a-wlae a6'Y.1m 6z.va-t41m 19.1Ni00 2t•w41e aN'I6] 36'wlaa av wlm ar w+ae aT•1Ta•w41e GBXAnchor 0.c.Spaetng fore 3xM ,turn dtmn 3uno 23nh 331tfA 39an 33nn 3md ,mTn ,e,,,,n 3m6: Jm5 .txro .!a 3xPb � ,amn ;�,a 3amn Jan» 'hst6gtaFF53'tnatattadon a.n TJP44 e.e-sa6h re ¢ m = e a o: n 2,164 0—dr b'gllen 6a3h H4i11d = xg � � � ".6 Egotne 1t33d 1 2 / 1 2 1 1 2 2 1 2 2 t 2 Z t 2 2 1112 2 / 2 1 t 2 i i 2 2 1 2 1 i 2 2 i 2 2 1 2 2 1 2 1 1 2 i ] 2 1 i 1 2 t 1212 1 2 2 1 2 2 SVn3u0 C=M 14.617-IJATO 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 113 2 1 2 1 1 2 1 1 212 1 2 2 1 3 2 1 Z 2 1 2 2 26 Eq.$Lle 11.fi83-145% 1 2 t 1 2 1 1 2 2 1 2 Z 1 2 2 2 2 2 Z J 2 1 2 1 1 2 1 1 2 2 2 2 2 2 3 2 2 3 3 1213 3 1 2 1 1 2 1 212 1 2 2 1 2 2 1 2 2 1 2 2 9lenda4 F0Aen 11.3T7-11be2 2 2 1 2 2 1 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 i 2 2 2 2 2 7333.1 23bi7-25.218 1 2 t 1 2 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 2 1 1 2 f 3 2 1 3 2 1 4 2 1 4 2 t 4 2 1 2 1 1 2 1 1 1 2 1 3 2 t ] 2 1 3 2 1 3 2 bY4Mi4CbW20 16858.23btfi 1 2 1 1 2 1 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 / i ! 2 ! 1 3 2 3 3 2 2 3 212 4 2 2 4 2 i 1 1 ? t 1 2 2 1 2 2 1 3 2 t 3 2 ! 3 2 37.375 Egd4A6 17.517-38811 Z 2 1 2 Z Y 2 2 2 2 J 2 2 3 2 2 J 2 2 3 2 2 2 1 2 2 1 2 3 R 2 J 3 2 ! 2 2 J 3 2 3 3 2 2 1 2 2 1 2 2 2 2 Z 2 3 2 2 2 3 2 2 3 2 6b.4W PmW,av 1451J-17616 2 7 t 2 2 1 2 2 2 2 2 2 R 2 2 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 i 2 3 3 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 t 2 2 2 2 2 2 2 6lmrtnl 11Ji7-IA Me 2 2 Y 2 2 1 2 3 2 2 Y 2 2 2 2 2 2 3 2 2 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 3 3 2 3 J 2 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TSOat ZJ533-1t.811 1 3 1 1 3 1 1 3 2 1 4 2 t 4 2 1 4 2 1 4 2 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 6 2 t i 2 1 E 1 1 3 1 1 3 2 1 3 3 3 2 1 3 2 1 3 2 t7a�051Ze 2a.5/T-2T 6S2 2 3 1 2 3 t 2 3 2 2 3 2 2 3 2 2 4 2 2 d 2 2 3 1 2 3 1 2 3 2 2 4 2 2 4 2 2 d 2 2 4 2 2 3 1 2 3 1 2 3 2 Z 3 2 2 3 2 2 3 2 2 J 2 SI abed p 23.617-2&616 2 3 } 2 1 2 ] x 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 ♦ 2 2 A 2 2 A 2 2 b 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 M c"ve. 10517-23bi6 2 2 1 2 2 1 2 3 2 2 3 2 Z 3 2 2 3 2 2 3 2 2 2 1 Z 2 1 2 3 2 2 3 2 2 3 2 2 3 ] 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 31aNvd PNAmV 17.517-2D.61B 2 2 1 2 2 1 3 2 3 2 3 2 2 3 2 2 3 2 2 3 3 2 2 } 2 2 1 2 a 2 2 3 2 3 J 3 2 3 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cucto+4 SCe it51J-ttbi6 3 2 i 3 2 l 3 1 2 3 2 2 3 2 2 3 2 3 3 2 J 3 2 t 3 2 t 3 2 2 3 2 2 3 1 3 3 J 3 9 3 3 3 2 1 3 2 1 3 2 2 a 2 2 a 2 2 3 2 2 3 2 2 6h0dnt 1137T-14b16 3 2 1 3 2 1 3 2 2 1 2 Z 1 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 T 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 ] 3 2 3 2 2 3 2 2 T> t 31®-MAI1 1 3 1 1 3 1 1 1 2 1 4 2 1 4 2 1 4 2 1 A 2 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 3 1 1 3 1 1 3 2 1 a R 1 3 2 1 3 2 1 3 2 6tx1®NtxGOpt 20b17-31ba2 2 0 1 2 3 1 2 3 2 2 4 2 2 A 2 2 4 2 2 4 2 3 3 1 2 3 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 1 2 3 1 2 3 2 2 3 2 2 3 2 2 J 2 2 3 2 FE-141.. 20517-2&516 2 3 ! 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 2 3 4 3 2 4 3 2 3 3 2 3 2 3 1 2 3 2 2 3 R 2 3 2 2 3 2 2 3 2 98 dex 17317-20516 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 2 1 3 2 1 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 2 t 3 2 f 3 2 2 3 2 R 3 2 2 3 2 2 3 2 2 ite. td51T-17516 3 2 t 3 2 1 3 2 t 3 Z Z 3 2 3 3 2 3 3 R 3 3 2 1 3 2 1 3 2 2 1 2 2 3 33 3 3 3 3 3 3 3 2 ] 3 2 t 3 2 2 3 2 2 3 2 3 3 2 2 3 2 2 lm 12.51]•1A616 3 1 1 3 2 1 3 2 2 7 2 2 3 1 3 3 2 3 2 S 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 t 3 3 2 3 J 2 1 3 2 1 J 2 2 3 2 R l 2 2 3 2 23 2 2 t 11.3T3-12516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 4 2 3 1 2 3 3 2 J 3 2 1 3 2 1 J 2 2 3 2 2 3 2 2 3 2 7 3 2 331166-37&% 1 3 1 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 A 2 1 3 1 1 3 11 4 2 1 1 2 1 b2 1 5 2 1 5 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 p iab1T-33207 2 3 1 2 3 1 2 3 2 2 4 2 2 4 2 2 4 2 2 4 2 2 2 t 2 3 1 2 4 2 2 4 2 2 5 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 ? 2 3 2 2 3 2 e 23.517.2&516 2 3 t 2 3 1 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 S 2 3 1 2 3 22 J 2 2 d 3 2 A 3 2 4 3 2 3 1 2 3 1 2 3 2 2 3 2 2 3 i 2 3 2 2 3 2 Lie ffi61T-23616 a 2 1 3 2 1 J3 1 3 3 2 3 3 2 3 3 2 3 1 2 3 2 1 3 2 7 3 ] 2 3 3 2 3 ] 3 3 J J 9 3 3 3 2 t 3 2 1 ] 2 2 ] 2 2 3323 2 2 3 2 2 48�' 0M4N 17.a1T-20511 3 2 1 3 2 1 l 2 2 ! J 2 J 3 2 3 3 3 3 a 3 3 2 1 3 2 1 3 3 2 ] 3 2 3 3 3 3 ] 3 3 3 3 3 R 1 3 1 1 3 2 2 3 2 2 3 Z 2 3 2 R 3 2 2 S gnbm 6be 14.517-IlAt6 3 2 1 3 2 1 1 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 } 3 2 1 3 2 2 3 Z 2 3 3 3 3 3 3 3 3 3 3 2 1 J 2 1 3 2 2 3 2 2 3 2 2 3 2 2 J 2 2 p—Stre —1-14bi6 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 J 3 2 1 3 2 1 3 2 2 3 2 2 4 2 3 4 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Sm4a♦t ttiTT-13616 3 2 1 ] 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 4 2 3 4 Z 3 t 2 3 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 TalA51 38.JiT-41.6N 2 A 1 2 4 1 2 d 1 2 A 2 2 4 2 2 q 2 1 4 2 2 4 1 2 d 1 2 1 2 2 4 2 2 4 2 2 5 2 2 5 2 2 4 1 2 4 1 2 4 2 2 ♦ 2 2 4 2 2 4 2 2 4 2 614m3nt Colt020 3t517-3&316 3 3 1 3 3 1 3 3 2 3 A 2 3 4 2 3 4 2 3 4 2 3 a 1 3 3 } 3 2 J 4 2 3 5 3 3 4 3 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 EgaHRe 26.S1T-J1.516 a s 1 3 3 1 3 3 2 3 1 2 ] 4 2 3 R 3 2 3 J 1 3 J 4 3 A 2 3 A ] 3 { J 3 A 3 3 3 3 3 1 J J 2 J J 2 J ] 2 3 3 2 J 3 2 S72rM P.,"r 23.517-2&6i6 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 t 3 3 1 3 3 2 ] 3 2 4 t 3 3 3 3 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 flrstom SC4 26557-23.61fi 3 2 t 3 2 / 3 2 2 3 2 2 3 3 2 3 3 3 3 3 ] 3 3 f 3 R 1 3 Z 2 J 3 3 3 3 2 3 3 3 ] J 3 3 2 t 3 2 / 3 S 2 3 Y:2 3 2 2 3 2 2 3 2 2 Ors10m Sne 17.517-20b15 ] 2 1 J 2 1 3 2 2 3 2 2 3 2 2 3 2 3 ] 2 l 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4- 3 3 4 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Wotan 61T0 14511-17.516 1 2 ! d 2 1 4 2 2 4 2 2 4 2 2 4 2 2 2 E { 2 t 4 2 1 0 1 2 A 2 2 4 2 2 4 2 ] 1 2 3 4 2 1 4 2 1 d 2 2 2 R d 2 2 4 2 2 d 2 2 Oatan 6120 1301i•t4.616 4 2 ! A 2 1 A 2 2 4 2 2 1 2 2 d 2 2 2 3 A 2 1 q 2 1 6 2 2 1 2 2 4 2 2 1 2 2 4 2 3 4 2 1 4 2 1 4 2 2 I 2 2 d 2 2 4 2 3 4 2 2 Snpfnt i1.6E1-t3a6 d 2 i d 2 1 ♦ ? 2 4 2 2 4 2 2 4 2 2 4 2 2 2 1 4 2 t 2 2 2 2 4 2 2 4 2 2 4 2 3 4 2 t 4 2 } l 2 2 l 2 1 8 2 1 / 2 2 4 2 2 T.-t —r-ii.644 3 4 t 3 4 1 3 4 2 3 d 2 3 2 3 4 2 3 4 2 3 4 1 3 A t 3 1 2 b 4 2 3 4 2 3 5 3 3 4 3 3 4 t 3 4 1 3 d 2 3 4:Z 3 4 2 3 y 2 3 4 2 Oatm16120 3&6LT-]351B 3 4 1 3 4 1 J 4 2 3 4 I J 4 2 3 q 3 ] 2 3 d 1 3 A 1 2 4 1 3 4 2 3 4 2 3 3 3 4 3 1 4 1 3 4 1 J q 2 3 1 2 3 1 2 3 4 2 3 4 2 Ego 3551T-335/6 3 J 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 1 3 3 1 3 A 2 ! 4 2 3 4 3 3 4 3 3 q 3 3 J 1 3 S 1 3 3 2 J 3 2 b J 2 3 J 2 3 3 2 75 n..Ml Sna 32J1/-31.61a 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 a 1 3 3 2 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 3 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 gL06vmpre4mv 2351T-M.616 3 3 -1 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 4 3 3 3 3 3 i 3 3 i 3 3 2 3 1 2 3 3 1 3 3 2 3 3 2 Ouhsn Si24 26.dtT-28.618 i 3 1 4 3 1 4 3 2 4 3 N43 4 3 2 d 3 3 3 1 6 3 / d 3 2 4 3 2 t 3 2 4 3 2 4 3 3 d 3 / d 3 1 43 2 4 3 T t 3 2 4 3 2 4 3265163 1 A ] 1 4 3 2 4 3 4 3 2 4 ] 2 4 3 1 A ] 1 J Y 4 J 2 4 J 2 4 3 2 { 3 3 3 1 4 ] 1 4 ] 1 1 3 2 d 3 24 3 2 4 3 2 3 4 1 3 4 1 3 4 2 3 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 A 2 3 4 3 3 4 3 3 4 1 3 4 1 J 1163 1 { ] 1 4 J 2 4 J 4 3 2 4 J 2 4 J 1 t 3 1 J 2 4 3 2 A3 2 1 4 2 4 4 3 4 3 1 4 3 1 6 9gn4#SCPm4ew 17818-30.618 4 3 / 4 3 t 4 3 2 4 3 4 9 2 4 3 2 / 3 / A 3 S 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 4 3 / 4 3 / y 3 2b44 6 4 1 4 4 1 4 4 2 4 4 74 2 4 4 2 4 4 1 1 i 1 4 4 2 4 4 2 4 4 2 4 2 4 A 3 b d 44 4 1 i i 2 1 d 2 4 d 14 d 2 4 4 2 SEE TABLE 5,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 S--RODUCT RSdIS 36—plying-with ffie Fllai& B611dlog Cod, Aeceplvnw Pao LYNN 777��/' Revision; ET4si7atinn DD:tc�,lruultC��71F'l!� NO CHANGES THIS SHEET. Sy NOTES: Qa•" •,•(��'.% MImU •kr No.58705 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED_......,"TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. *; *• Dr— xY 2)USE THE ABOVE"MAX.ANCHOR O.C.SPACING.........."TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. ± . • ��:Cr4 10TOTECHNOLOGYDRIVE ANCHOR QUANTITY TABLE ROSOWSKI 3)FRAME DIMENSIONS ARE BUCK."PAR"=MEETING RAIL. %0T•'•, ATE O (!/Wti NVENICE,FL 34275 TiNee •...... N 1=`` f 1600 SINGLE HUNG WINDOW INSTALLATION-NI 051•15/15' 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. oDrapGwe"17 'f�7sS�ONA1L111 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A,LVNttf IIdI I , E. ALLRGHISRESFS2VED as/Akd� Sr a �6�' 1MaNtng Na Rev: RF-053705 CERT.OF AUTH.#2B2% SH-5400 NTS 9 OF 12 MD-SH5400-01 B 3.500" kw .062- .062. �J L--F-� 1 �L ❑ ���,,�����JJJ l ❑1AW 1.483" I A83' .070, .715" .625, J-CHANNELFRAME -625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 1 Hiss. T- 1 10 HEADMAMB HEADIJAMB HEADIJAMS 0 HEADMAMB LIGHT SASH T- c- REINFORCEMENT 3.48r 3.483' 348Y oTo" 1.182* ��- Q�••+- 062. �ff .062' 3.483P T .0 1.03V jji -L .13T .791" 1A)41-= 2.444" 2,444" 2.444' 1.331- 1.34W STANDARRAiL HD MEETING RAIL 26 MEETING 207 REINFORCEMENT r r E C -_ =L-ju O❑ ��a u REIINFORCEWNT v "-I. - -L * 10 T FIRAM a MEL J 06 FLANGE FIM FRAME EQUAL LEG 1.375* SILL FRAME SILL SILL FRAME SILL 1.872' 641" 1215" 2 100' 1.630" 1,376" T 2.176' 1.47 1.566" .59V .065, .065* 4-11 .974" A—mvil 34 47 j .590,If r F, — 11 r A 35" Ar 060, BALANCE -17 SLIFTRAIL FIXED SASHIrTOP 070"1.231' 1.000- 0 06ir .0 t . - .050" 04 SASH RAJL 107 LIFT RAIL BEVELED BEVELED MEETING RAIL COVER SCREW COVER INTERLOCK 0 INTERLOCK COVER INTERLOCK INTERLOCK COVER PRODUCT REVISED n r plying with tm rtovkb VZD .316' LYIVV VCEN&" .30W 664' .301* tl NO CHANGES THIS SHEET. BY 754* 760* NO. 335' 025" Drm 77A,�, 73 EXTRUDED ROLLED jo . DRIVE WINDOW EXTRUSIONS J ROSOWSKI IG BEAD - 0 6 1070111ECHNIOLOGY SCREEN FRAME SCREEN FRAME N.VENICE,FL 34275 TRW (S'i*`"tORION --':\'� .......... (941)480-1600 --ISINGLE HUNG WINDOW INSTALLATION NJ 6/15/15 /'701VAL e: \\ S66-IUdh -'.. I sh"Ll I DmWrg Na _- eg— A,14�VUp"\p'.F\- SH-5400 15NTS 10 OF 12 1 MD-SH5400 o JJR P.E.#587D5 CERT.OFAUTH.#2929- TABLE& TABLE 8,CONT.: ;"-CONE HOT-MELT BUM Bill of Material 61{t of Material,cant STRUCTURAL SILICONE # Part# Description Material # Pan# Description Material STRUCTURAL1J4'NOM. FOAM 311T NOM. _ C Steal POLYISOBUTYLENE WITH 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 4 72 19 Auto Lock echennsrn WITH DESICCANT DESICCANT 2 620142 Singte Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto lock Cesar Assembly Cast Znc EXT_CiLAs3 EXr.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal LegrBox PVC 48 76X1180PTX#6 x 1-1J8"Ph,FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Flame Sib-J-Channel PVC 49 724200 Auto and Sweep Lock Keeper Cast Inc 6 620106 SHJDH Frame Sill-Flange PVC 50 78X34PPA ;Fox 31d"PH.PH SDS Keeper Screw) SS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 LIR Beveled Mit Latch Comer Key PVC T.GLASS TNT.GLASs 8 620108 SHJDH Frame Sill-Equal Leg/Box PVC 52 420132 LIR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3AV Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 5d 420183 Tit Latch PVC is 4SG TPS SPACER®NXT 1"n 17 620134 Balance Cover PVC 56 420184 Tit Latch Retainer PVC 18 620133 as StopJScrew Cover PVC 56 720207 1"Tilt latch Spring SS 19 620156 Putt Bait Interlock 6D0.ri T5 Ai 67 420186 Plastic Tilt Latch Finger Put{ PVC ALUMINUM 20 820144 Pull Rail Interlock Cofer PVC 58 720192 Metal Tilt Latch Fenger Pull Cast zinc REINFORCEMENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled Inledwk 6005 T5 AI 59 420180 Pivot Bar Comer Key PVC BUTYLENE 5116"NOM. 22 620145 8eteted Intetioek Co':er PVC 60 720206 Pivot Bar SS 5116'NOM. SEAL 6063 T6 At 03 720191 Sash Pub Handle Cast Znc BUTYL& SILICONE SEAL 23 620150 Light Sash Reintorcement DESICCANT- ROLL-FORMED 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 64 720184 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 27 620154 HD Meeting Rag Reinforcement 604)5 T5 At 65 7834FPT #8 x 314'Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 66 42o1ea Bottom Latch Strike Plate Cast Zoe 30 61644 Weatherstrip,.187"x.270"Fin Pite �T•G�`� / 31 6Q300 Weatherstrip,.19W x.300"Foam Bulb Flex PVC 67 7858B #8 x 5J8"Ph,FH SMS(Strike Plate Screw SS 32 61719 Weatherstrp,.187 x.220"PolyPIle 73 720136 I.G.Bead PVC 33 6i825 Weatherstrip Plug, ?20 Finseal 74 Backbedd"mg,GE 7700 or Dow 791 Silicone TNT.GLASS IN,GLASS 35 78X1MTIT #8 x 1'Ph.PH SDS(Interlock Mounting Screw) 76 71846M Setting Block(7/8"x 1"x 118"),85+!-5 duro. EPOM 36 78X3THPX #8 x 3'Ph.PH SMS(Meeting Rail Screw) 410 SS 80 61012 Extruded Screen Frame Alum DURASEALO XL EDGETM 37 716695P Meeting Rail Screw Support Plate 6063 T6 All 0t 61011 Roll-Formed Screen Frame Alum 7a To 38 720210 Weep Hale Cover PVC 02 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER 40 720XXxXX Constant Force Balance 03 47D42 Screen Comer Key with Pull Ring PVC 41 #8 x 314'PK FH SMS(Con.Force Balance Screw) SS 84 47tki1 Screen Lamer Key without Pull Ring PVC SS 42 SPlral Balance 85 7CASPM Tension Spring 43 720205 ISpir2l Balance Shoe Nylon 86 61818C49 Screen Cloth Fiberglass 44 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61635/61614 ,140"Screen Spline(MschinalHand Rolled) I Vinyl P art Description Material 1,4 mpCTREVISED :r,erm�ykg;wet,it.Ft�tas ding 4SG TIPS Spacer System AulcrosC ue See this �����M Super Spacer nXT with Hot Melt Butyl Sheet for �. p .. .IV,Dutase.1 spacer Materiats i cenrsfNO CHANGES THIS SHEET.l XL Edge Spacer REFERENCE TES REPORT LA717,8968&8970 No.58705 * Dz—W. Qexriyffon: acz 107DTECHNOLOGYDRIVE BILL OF MATERIAL(BOM) J ROSOWSKi O srATE o 1 :'W N.VENICE.FL 34276 -t� Tiae: mt.: (�1 �ertvaxrozatr SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NOTES: + ANAL ��/IIIII1110 µLLPIG�HTSFIF'ERV Series/Mpdah Smbt ShnG Ormirq No. Rer. 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EMUDER CODE. A.LYNN MILLER,P.E. S H-5400 NTS 11 OF 12 MD-SH54OO-01 B 2)rrEMS#9-13.15,24,26,26,29.34,39,61,62,&68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P_E.A SaTDS CERT.OF AUTH,A29298 OPT.SWEEP LOCK 46 OPT.AUTO LOCK 18 20 57 OR�rlli�<- 48 01 OR(D2 - 55 OPT PULL RAIL —0- 82 OR —!S..RLOCK& COVER 87 86 OPT. MITERED FRAME WITH 21 BEVELEDINTERLOCK INTERIOR AND EXTERIOR (16�, FRAME WELDS &COVER -103 X4 64 53 80 ORCI 14 SCREEN OPT.PULL HANDLE oAv!0 49 64 WITH LATCH ASSEMBLY CONSTANT FORCEBALANCE 6 DETAILS -�� 16 '-w- OR B3 OR 'x,OAT.PULL -(4).DR 403 42 403 SPIRAL BALANCE HANDLE 63 67 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 36 DETAILS EXTERIOR fell EXTE c- ,ODUCT REVISED ss canqAyim with dia vkx9a --—CE------- -------- Lmidiscoit A—plaaco 140 FRAME on: r.*.tion 021a ASSEMBLY DETAILS E VOC NO CHANGES THIS SHEET. 13Y No.68705 EXTERIOR A IrZ 1070 TECHNOLOGY E)pjvE EXPLODED ASSEMBLY J ROSOWSKI NOTES: 103. •40, N.VENICE,FL 34275 7<,,% F —Z'- 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. '10RION (9411)4130-1600 - SINGLE HUNG WINDOW INSTALLATION-NI 10'5'/16/16 2)J.CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. 3 FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. 111t 101VAL PffrINDUSTRMINC. S-6-lAtodo).• scal.. "at. -(ng ti.. "'i 4))USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS- I 1Y.4 ULLdR.'Pp_ ALL RGIMS RESERVED SH-5400 NTS 1120F`12 JDMD-SH.400-01 B P.E#58705 CEW.OFAM.W29296 MIAMDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 Florida Building Code,including the High Velocity Hurricane Zone. _ DESCRIPTION:-Series-"PGT"-Clipped-Extruded A NiWbium Tube Mullion—4L.AI.1 APPROVAL-DOCUMENT:�Drawing-No. 63003R, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration.date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 shall 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 available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. ° NOA N_o.17-0530.01 MIAMI DACE eoutvn N Expiration Date: May 26,2021 o Approval Date: November 09,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1. and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and with FBC 0 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6111 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion = L.M.I., approved on 04/14/16 and expiring on 05/26/21. i i I i G f 3 k i d i v S}E 1 E i 3 Jorge M.Plasencia,P.E. P duef-Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 ,. Approval Date: November 09,2017 E-2 M1 ji i SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE REST INSTALLATION METHOD.OFMONAL IX OR MiOOD BUCKS IF USED, GENERAL NOTES.......-..._...._..._.. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHIERS. INSTRUCTIONS-........... FIGURE 1: ELEVATIONS.............. MULTIPLE R77CAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.NILIWONS MULL TO PX WOOD a INSCRIBER HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DtRECTLYATTACHIED TO THE MULLION CLIPS,0 MULL TO IX&MASONRY_-2 Q MULLIONS UM$HALL INSTALLATION NOTES.,--2 SEE DETAILS NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY______3 A.D.G.H., /-RE SHAPE FOPEN",O""o_HF VF SHEMEUSL24" MULL TO STEEL 3 cli 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED NULLTOMULL._--..._._.-._..__-3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11160.THE I73 STRESS INCREASE WAS NOT USED ALTERMATATE 4 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. SAY MULL MTAU.ATICN---,.--4 zUl I X 2 X.126 MULL SPECS--.-.6 0 IX2 376 U.SPECS_.-___6 _j 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONS1131LITY OFOTHERS AND IS BEYOND THE SCOPE OFTHESE 1 X2.7A5.X.3`MUAJLLEPEGS­___7 fit INSTRUCTIONS. :D / I X 2.75 X.Sl MULL SPECS____a SEE DErAILS 1 X 3.125 X.500 MULL SPECS_......9 z -2 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X4 X.126 PAULL 0 LLI C) a ATHRUG; IT SEeOETAjLs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MUL77PLE UNITS,CONSIDER I X 4 X.375 TU13EMULL SPECS_ 03 c:l SHEETS 2-4 1 X 4 X.375-7 MULL SPECS 5 CID w i A TKRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND AN CHORAGF TABLES.THE LOWEST DESIGNOI SHEETS24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1125 X 3.188 X 266 MULL SPECS--12 z 25 X 3.25 X.100 kKU SPECS_13 w OPENING IERT 126 X 3.25 X.624 MULL SPECS__14 U)l -liv. I HrJGKr z I <1 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125 X 3.94 XX24 MULL WECS-IS z 0, HCRIZONTAL ALL' FOR 13 LENGTH2 X 4 X.25 MULL SPFcS 16 ? _90 SEEDETNILS, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2X 6 X.25 MULL 17 z HEET 3 6 MULL 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT I26X2-IIXA2 U SPECS­ AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 37X 325 BAY MULL SPECS 19 45*X325 BAY MULL SPECS _20 REACTIONS, MULLION a CUP DIMENSIONS,','_21-23 I- Q O z Eq co EXAMPLES I 2_ __.___24 0 F- 2 8)REFERENCE:TEST REPORTS:PTL-6443;ELCO ULTRAOONIAGGRE-GATOR NOA�S LOADING EXAMPLES._.__._,_'25 L cn GD FENESTRATION 9 8 PRODUCTS hMY In <—Q -BE OFANY TYPE 9)MULLIONS AND CUPS HAVE BEEN DESIGNED&TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE FLORDA BUILDING Lu 0�MUSTBE CODE,AND ARE APPRCVED FOR IMPACT AND NON4MPACT APPLICATIONS.MULLIONS ARE CNLY TO BE USED WITH w LU MAN z In (o III PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. w Z�: BYPUFACTUmD GT. < O 0 0< 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVf-v_ a-6 =_ ko 0 60: ,/SEE DETAiLZ 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY 13 UNLIMITED PROVIDED THAT THE SPAN AND OPENING SHEM24 II — WIDTHIHEIGHT OF EACH INOMD UAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HCRZONTAL PRODUCT REVISEs cow I- With th-FondaFl MULL LENGTH INSTRUCTIONS: NoA_Nq dl 0. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS- 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT'1 FOR THE OPENING USING THE ASCE-7 STANDARD. E-pimti-n P.t.0512612021 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY OPENING wo —HORI21,MULL LENG7H___l ­,­rRo r-u..t Cont MULL LB467H 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAFV OR-TRANGULARTRAPEZOIDAV. OPEN.I.- 4)FIND TIIE CHOSEN MULLION'S MULLION CAPACITY(LBS/FM FROM TABLES IA THROUGH 16A,ON SHEETS&THROUGH 20 RESPECTIVELY,USING HEIORGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEieKr(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE F OPO4INC MULL HEIGHT LENGTH HORV_ VERT. MULLION CAPACITY(LB—SIFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSUREREQUIREMENT(IL�Tn FOR THE OPENING OBTAINED IN ,f PAULL MULL STEP 1). LENGTH L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE!N THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS.THIS VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY_ OPEN) WIDTH SINGLE MULLION SINGLE MULUON FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE kv LYNIV a7 I OPEMNGWOTH ANCHOFUSUBSTRATEIANCHOR-CUP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR rORVM-TIrALNJLL CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FRUNIFIGUREIABOVE. 7)IF THE MULLION CAPACITY(LBS/Fr-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS;FF FORTHE OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WIT-H THIS NO.58705 CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE :2017 FLORIDA BUILDING CODE(FBC), EDITION 2014 FLORIDA BUILDING CODE(PSC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/Frl)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIOLL •ANSUAF&PA NOS-2016 FOR WOOD CONSTRUCTION CAPACITY ILSSIFTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ..-.14ORION.. :ALUMINUM DESIGN MANUAL.ADM-2015, PRODUCT ASSEMBLY, .......... :AISI SIOO-12 ONAL AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYIGNMILIU91, .E, FL P.E.#58705 a ON O S � o W� DETAIL A r u cN DETAIL B: 1AULDON AN MULLION TO 2X WOOD BUCK MULLION ATTACHED 7O 1X aBcKSTRm TYP ANCHOR ER S!BSTRA'TE, oz OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEc TABLES 1B-t38 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) By oWERS, - SEE NOTE 1. N NLUION I SHEET 1. U LU SEE SHEETS b g I I MIN 21 RSI r. EDGE W 07 EITFtB?THE i t t 21-23 FORHOLE 4 CONCRETE OR CMU'�'i�-• I DISTMCE. N j W STANDARD OR (. LOCATIONS ° - ° I ,t t^--N-SEE SEE TABLES U ED I ECG'-=DISTANCE t&130 OFFBa7 MULL ° EWE DISTANCE o c I p FCR MASONRY S W ¢ O h CLIP MAYBE `j o INSTALLED 0Y I TMS METHOD. I .,,'h /AL L I ANCHORS WOOD d C CLU O) SCREWS ° SIDEVIEW 3w.MAXFOR Q ca MULLIONS z ° °' .n a EITriERTHE ° "J d 97ANDARO OR 'Z U U d o S U x 20 d \. EXTERIOR ° INSTALLED BY ?Z THIS METHOD. 88 ° d EDGE ° .. '¢ Z •~-DISTANCE d f FOR ° ad ? Z CO d ED _ t VASONRY ° �- Q Z THE OFFSZ_I OIiP IS t ANCHORS o0, ¢S UnD `/��/�� RECOMMENDED FOR ` J � ❑ EXTERIOR ° a L a FIN-FRAMED W J _ VlINDOlV5,6VT MAY b W ALSO BE USED FOR °. 9 If F Y OTHER Fi2AME TYFES. p U Z � O O IL$ z'o cn $�mc TYP.AWNTYF.ANCHOR TYP.ANCHOR PERSUa51'RATE, PLR SUBST WITE. r PER SUBSTRATE, f SEE TABLES IB460 SEE TA6LE3 IS430 PRODUCT REVISED , SEE TABLES 76-760 / EDOFJGND BUCKSI" as comp)yy Ing with the Florida DISTANCE / SEETABLES AND Building Code e-738 ATTACHMENT NOA-No. 17-0634.01 E,,IBELENT -- SUCKSTRIP EMBEDMENT'-..... _ BYOTHERS. AND SEE NOTE I, Explration mt.GS126)202i AITACFNIEM "''� I SHEET I. ...y. BY OTHERS. J �y y SEENOTE I, _ B SHEET t. ... �• *-.':.µ 61Bami Product Control MIN ZY KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT V)EW ! i f INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. i Lt i It?if(" I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �\�.�N NM/e� { ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE (�F CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE : 4':• '-,��� FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. „*; DtO.58705 *_' 3)ANCHOR HEAD TYPE MAY BE PANHFAD.HE(HEAD OR FLATHEAD. F�4}WOCD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. =�C}.•-. ATE 77-• i n :`GorxlOR.: 8)FOR MASONRY APPLICA"IONS IN MIANI-0ADE COUNTY,USE ONLY MIAMI-DARE COUNITYAPPROVEO �i�is, ELCO ULTRACON OR ELCQ 1f4'S.S.AGGREGATOR MASONRYANGHORS. ��e�YONAL�? A LYNltS i�t>'L1iER,P.E. FL P.E.#53705 - 1 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CUP) 5EEDETAIL$A-0. SHEETS 2 AND 3 FOR INSTALLATION 30-OR W 70 SP ECIFIC E USSTRATES. DAY MULL \ MU W ON CNI 0 ca j, z L bi O Lli 0 0 Q x 0 0 0 0 0 0 TOP VIEW if SIDE VIEW Lu:E I, C-' SHOVWNW irXVX'mr TOP VIEW W MULLION 00 I F Z TYP,ANCHOR z .EXTERIOR PFRSUBSTRATE, I SEETABLES ISS OR 186 STANCARD MULLION CLIP -TYP.ANCHOR PERSURSTRATF EXIFERIOR MODIFIED TO FIT FIELD SEFTABLESIB-14S z CONDITIONS. < z rXS'ANGLrCLJP. Bs 2PERMULLION END,MUST BE. z Z cc INSTALLED INSIDE OF BAY NULL. MULLION 2"XS'X.12r ANGLE CUP, FL 2 PER MULLION END, MUST BE INSTALLED 9 z INSIDE OF MUUL 0 cb af c� 1 ;2 TYP-ANCHOR PRODUCT REVISED —PER SUBSTRATE, as cornplyl. with the Florida SEE TABLES IS-12D 8.1 11dirry CJ. INTO WOOD, NIDANo. 17-0630.01 STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR Expiration Date ALUM,CMU OR W--ONxY MOMPED,IN-F�. EXrMOR -AW e—_ ;2 S2 L It ALUM 0 MA MASONRY _EMCR /EALU4�19MGCtWAU C0WNg%1MMEHRY EDGE DISTAN E IFERC ANCHOR N,OR EDGE 16 —1ilfjjt- ."T 2 Lu PERANCHCH—i NOTES FOR INSTALLATION OPTION G&H: VV LYAyv z _I C E Afq�: NOTES FOR INSTALLATION OPTIONS P 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION, 0 z 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR I.W X 2.111-X.12S.MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE NO.58705 LOCATIONS. -138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS 2)SEE TABLES 1 B . DETAIL H:SEE TABLES 15B OR 163 FOR ANCI IOR QUANTITIES AND SHEET 22 FOR HOLE -, .I W;z 3)THE 2XS CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ATE ;'OAIA L A.i fu*.P-L 'P.F- O FIL O.E.9 58705 TABLE 1A o pn o Mu18on Ca 7 Table flt n Opening Width Qkbrw calVspa ving rn dlions)or ppening Height(forhori=ntatYspanvV mullions) o 501n 60in 701. BON so in 100 in 12oh 140 in ISOin g p Rest Isr Taapti0am2. ReCiatgryla' Ttaprfau.a. Rooles�'#ar TmpTga Rco£angilzr 7r ptTda"g Rabnaiis` TrgtRriaz£1 Rwt 9d. TrapOta11 Reimaixi Ce Tm9Tdano. RectangU£af Trepme-v, R-t'mpf- Traphimvp. 1x2x.125 t�n9 Loading Law Oil Lowing Losdn9 Luad.9 Loafing L-fli; Locdng Loafing Loafing L-d.gk2.6.62811 Lnadnp Co3dn0 Lwavy L-hg L-mv c� £�£ Alum Tuba "g a� n� # a a a @. & to E` Mu19on @� �' �� to a 1i _a _w `w 0g Q11m rcez a a $ i t rcZW4214 111.s 408 1295 332 93.2 40s U6,5 325 79.9 4a9 107X 321 69.9 40B 104A 319 62,1 406 104.0 319 66S 408 104.0 3196 1C4.0 319 39.9 408 104.0 319 35.0 408 two 319 r11 �48in 74.8 312 838 258 624 312 73.4 252 53.5 312 87.0 248 46.8 312 632 246 41.6 312 61.3 2" 37.6 312 61.0 2442 6L0 244 26.E 312 61.0 244 2S4 812 6YA 244 � (1) 5D.020N 0.9 281 70.6 234 53.2 281 61.5 Tla 45.8 2E1 0.7 ZZ4 We 281 52.Y 222 35.5 281 60.1 220 31.9 28S 49.3 219 49.3 219 228 281 49.3 219 2C.0 251 49.3 219 � � O W O f/3 54 in 52S 247 575 207 43.9 247 49.8 202 37,8 Z47 d4,A 199 329 247 41.5 190 29.2 247 39.4 194 26.3 247 38.4 193 21.0 247 38,' 103 18.8 247 38A 103 le.4 247 38.1 103 m C 60 D1 38.4 200 4L2 i70 320 20s 35.4 166 27A 200 3/.6 263 24.0 200 2A.9 160 21.3 20D 27.1 169 19,2 2W 25.9 Ss7 ISO 200 25,0 150 � (7 ¢ 2 _ 63 In 331 181 35.3 155 27.6 181 30.3 152 23,7 151 26.9 149 201 /81 24.A 146 40.4 151 228 144 16.8 181 21.7 143 U = U m X BEN 28e 166 3D.6 142 24D tss 26.1 139 20.E i65 23.1 136 wo 16 21,a 134 0i Z t'n �y 72m 222 139 23.3 120 189 134 59.9 118 /5.9 £39 ST.S Y18 W a; 2 sQ 78N 1&9 125 19,T 109 15.7 1T is's IC7 ,J (Ao U `,Z 78 N 37.5 113 18.2 104 2 Z Z) N t- TA6LE1$ ANCHORCAPACITYAD3USTMENTFORMULA' O F t0 )�§Oaa AnchtxCa Di Table bs ANCHOR CJIP,,,,,,,,,cg n' N 1 a S06s£rate. Wk C-r to 3.5k Cane. Hoff"CMU FBed emu PT Wood Metal (DP,,,)X )=ANCFIOR CAP., r•. CO , 5/1S Ek:o Ili'S6 ERa slt6-geo 114-ss vco zta slew a12 emcl a12s£dd MULLION CAP. ,,,,,, N W Noh.Tyra' 3l•.S qco tAt4ccn 1/4'SOI;V cm 3116°EtolAt- 1/4°Eko UAream X Y AncharCltp Patterns Urrewn ADareGatm Utraxn AppteGa(or Screw(G5)S--(c5) ft-Ills) USE THIS FORMULA TO OBTAIN THE ANCHOR 4 N IA tq Edgn Cfatenoe(ia} _ 1� 2•+m £' z-tn° ;>-Its^ r atn• 1• 2-r,r r 3-+ra r o.4e- o.s4• o.W CAPACITY REQUIRED-CORRESPONDING TO AN r F X Embadmeo£(N7 I-3l4' 1-314" 1-3/4" 1 1.3/4° T 1-W 1.114• 1-1w Mw 1-1/4° 1-1/47 2° 131B'• 1&8' tctian ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchotd 04.W Mitt OC./Started in 00se1 aip(Fla.U: 3w IDS 380 pts 4505 890153 1644mn 210 IDS 2000s 3540rs 74D1trs 374145 -654 in mISS 341m 44210s 560 rns OPENING,WHEN IT IS LONER THAN THE MULLION dew '�mO (17 4Anatio£4 @ S.tS tztn.O.C.1SaWefd ta+Od£)C£ip(FB 2): 480IDS 700 am WA I WA WA NIA 380RS WA NIA MA WA 1UA 6820s 885IDs 1001bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 �_z 6 0 ao 4Arcfcrs qa^ran.O.C.rl'1)2x6 Ad61e ales+tn9.3k 760IDS 784 ms 6AA ms isfiD;tss iA99 ma No axi 5607m WA 7sa lbs lea ma s38<s les 1692u» 6A2 ac Wallis n2oias MULLION.IT 4i+7LL YlE1.DAM7:>3Ih4UM ANCHOR 2 Ar4lhotr®OAS"1r1F£.O.C./t1431,Into.115 Alum.(Fip.4k WA WA WA WA WA WA .GA WA N!A WA WA WA wA N)A 715 me CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FAOp(R3.Sk 155 ihs 1961bg 226 ip1 4451os 'fizz IDS 131£06 140IW 117IDS 3700. 1871bs 33216c 4731bs 170 IDS 22YIbs 2800. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2Ancnoan 91.75"MN.O.Cl Fai F-a.BS a.. 35D IDS WA WA WA WA 1901ba WA NIA NIA WA WA 3411Gs g4216n 50p On ANCHOR CAPACITY TABLE a9eoTply wlth the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -- BuA N.Code CtoA-No. 17-0830.07 Expiration Date 05/26/2021 Dy Af Iiimi-D.Ddb Product Control FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET I SEE SHEETS 2 4 FOR OR GENERAL INSTALLATION METHODS.INSTRUCTIONS SAND SHF.F.i?b FOR INFORMATION ON LOADING. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACTLJlMFJVSIONS,SEE SHEETS 27-23. 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN(NI SHEETS 21-23, 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 + ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBS(HATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '129° `��%1 a....'..'N1 41, ,� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOL)SHALL BE PRESSURE-TREATED ti {1�.•'• 4,1GEN.,--..Ce FIGURE4: FIGURE 5: FIGURE 6. YELLOW SOUTHERN PINE Wi iH AN SG OF 0.55.ALUMINUM SHALL BE 60633-TSAND BEA MINIMUM OF A25' �,•' ':fill ® THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,lNS"THICK(tB GAUGE).STRUCTURAL STEEL'[O BE AT 1"X2"X.126"MULUON = j No.58705 LEAST.125•THICK AND A38.ALL ANCHORS INTO ME rALSHALL EXTFNo AT LEAST 3 SCREW THREADS BEYOND ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. S >1 (�` A.&NN1 MIU1E�,P.E. FL P.E.#58705 ' TAB A u.nion Ca a aing Frmom) 140 IV 150 In Opening Wiftfor- IY-%PWr gons)crOpening m i2a In BOW 50 IV Toin no "'IT9 lAaeI'a RSctanBtsar T,- a rj)z 0 to _i O F- Us ­ LU IM6.0 r. ca cn LU 411- IZ" 74.1 56 %LMb IV—. 400 &3 SM282 50 LU *0 so < is4 150 Iss 5 6 ANCHOR CApAcrryADJUSTMENT FORMULk -AU >< Cc CAP.— MEm (DP_)x MULLt 00 USETHIS FORMULAO OBTAIN THE-ANCHORLtl TABLE 25 gic atej 0 S"m(w) C)�p_ ,,, (G5)st 'nf PEOUIREly WRgESPONDING TO AN Ir r 1w B.. C.324' CAR �UIREMENTFORTHE Qw ACTUAL PRESSURE RE< law R THAN THE MULLION 6PENING WHEN IT IS LOWER OF THE SELECTED Ancliar CIIP Pctte� 11 Edge 341 m. a in PA (FROM T TABLE ANCHOR pRODUCT Rr=VISEID M2 MULLION-IT WILL YIELD A MINIMUM AN Ith ths Florida NrA 1481 80 1b. i 2,�2�ft C WHICH MAY BE USED10 QUALIFY Building 47-0630.01 tap Ftg-I _WA f Toot. 4 WA WA A I L ANCHOR OPTIONS FROM THE NOA—No. 4AWVV�QR 2 5 wWA WA WA 12f ilr;WA 39A uts2so Ibs ANCHOR C A TABLE j.4)5/2r./2021 4 AWO=e; k WA�j 541 VA I Expira"On 2 Ant�@&V M1,0.- — I Ip, ------1m ma F—I:A WA tIfA I NIA I 1AMWIF-01010) BY 2 .. 1M@1.15MMo'CJF_aip(F"" 1PA-f-IFMA1­­R VALUES AS THE STANDARD CUP. Miami- NOTE-.FOR THE or-1 CLIP.USE THE SAME FIGURE 2: TABLE N,0TES* USING THETABLES AND SHEET 26 FOR INFORMATION ON LOADING' _j 1.000. FIGURE t 1)SEE SHEET i FOR INSTRUC fiONS ON SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- Pl 13EMEEN MULL LENGTHS ANDIOR'ING WIDTHS IS ALLOWABLE 2)LINEAR INTERPOLATION SFEsKEETS21-23. 2.009, ......tv SHOWN ARE NOTTO SCALE-FOR M4ACT DIMENSIONS, -1,23,RE 3)MULLION AND IIULUON CLIPS =STRICTIONS SHOWN ON SHEETS 7 FIGURE 3' KOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL 27T SHOW SUGGESTED.APPROXIMATE HOLELOCA"ONS' No.5870 FIGURES -D SpF CIFIcAVON&HOLLOW AND GgOUTFILUE LL COIIFoRM TO ACII 301 PRFSSURE-TRFATED 4)S'BSTRATES:CONCRETE SHIA �SM 0 U U)SMALL CONFORM TO i _90,WOODSHALL BE .126' t 8 GO ANGLE Cup MUST E USED IN PAIRS. r5 AND E15AMINIMUM Of FIGURE 6; YELLOYJ SOUTHERN PINE WITH Aid SG OF 0.55.ALUMINUM Tfi FIGURE C FIGURE 5: GHORS IN70 METAL SHAi-i-EXTEND AT LEAST 3 SCREW THREADS BEYOND �` •• ID •..• h 10 yo--1 Mu11 Length T G) T 1?7 C a x r m ® ® n+ Ozz ® U fn 'c rmj ®m y C m Al A r� �T n q rau A g a_ mug-c00cily " ;•�; v N m M1l A b o m b c e Qbsln2) 6 5 c U -mi® . o r. x oo s rn m ® n 13 in ,t, 9 r7w o c d Mullion CapadN G; (� 'U It r� b m 'moo 'pvi, o b o (Ibali[Z) � ® v m' R p N � P Al h.d(Ios)N m c O 40 c$ -, o MuNon = Ca acil wi ® m a 4 o y ' m o b (lbam� P y j -�8,a ') 7 G 6 m a B 6f G $ o Required 0-) R ffrn1 T � c m pSin�m��83 m a m a N o e o 0 0 ® ® yD e a �.>e ,5� N � 1 E g` R W ed�dN fA-,h� zs 9 W �ry0rj '° moe �1 arca„snrtya s a n 4 u4ed Oln) C m ff $ ^ y L m "' i o Muyi:n Capedty b, j u N N iu m, GU r>D g'u +N pp f p N a a "�„ AnchorCaPsdtY & 2 -4 r-1-G n A -n x W y.r quued(@a) m in 2 O N U O` n. rn m a m m �, m i MWIion Capadly - fa �Q�W mac m =m m ��,�e� T g' moo a"a&a f p ,`-, I >R a fr m Anct-CaFedty z . p N m O m 2 m yzy {nil m �p �+ ° = e ReaWrcd abs) - a r r m o O 2 tv-1 N t7 B'S z o S "' of �i m m 9 Mdnnn cep.hY z 3 O~m,v'r Nip `9 Tp � $9aS��>S g > o Mainz) 6 Ey a c8 O � z ti z Z c m rc- 0 Anchercapnity o r e1 z y 9 f3 & Rcpdred Qbs) S m zyz � ^D m m i°z z z m m N P S e t o N MWuon Capadly a 0 azD>.1.cm mmp m rC,t S ds u o 0 0 'o Maw) H a p m r N : tl w w g m 2, e, :9 : a Anchor Capoclty �g m - �Z lz D v m y rll 2z VOZi O n 2>g D$'s r 9 e .n iJ w u t ., RegWred Qbol T '�O c Mumm capacity o V m�gw p rD. U, 0170 81 0 z ram' J w m; N b - Of O io N Cr 51, O C Ma(112) & O oyl O Z D o a r (0 IIOI z g a' a. p g y q � � prcnor CePayN z &o m m z z < a a a a y q 0.r F o tl G R !o $ Required Ms) R U'im"'� =zz z w 3 D 00 o U x cm c n 'J a o m �° o Munbn capadN 9' 'E god ono nDDiw $m L - y ug QeelRz) m p Z rDi�w fy Z w p m Cn b$ • 'S d I"oi ..' 75 S 6{ a '0 7fi y� m Mchor CaPary a p N to r-3 w Y o (n m n RagWred QLa) m 5. Fa o e y g ¢ q k Z hluil;on CapaoiN a Hp Ly N7g TO U zo z n y I'll, (ttslrtT) 6 d�T m b N'gypp Z m u S 3 "J r^ fa" c 3 715 7'n ffi 4 RMutred(he 4 L'+ yo�pg�yo Cb't ai m 5: E-oao Man 0 yg.. 1 D Y' Z �, H$a`T, $ 4 e w d o •-�i u ''yin $ e o QMIRR)apaeiry .r�N OO p T Ivr- to �+ _ — yy a pZ O rn 3 Anchrr Cepac3y r p m F M y z o RegWred Ob.) y in m O O p = a,�E B .'��. m a v ,T,. 6 u c� m "3 pns(R2)Ce�cm 2 Cn m b� z � i Eq ffi e e o s �'v � i$ & % '�-, 2 RwWr de Oba)N �`• ;; z Paw�g F .iy - a a C.s n S m m O m in Y R Q S g o mum.Capacity � s z W a o 0 o Im m��!n ww r r m N w O a N AnchorCepadty �� Imi�Om"dp�" wr1 ov>cCu0vm �T E g 6 RuldedObQ ®3 p m p ni S-D F D z c m...I •.. _ Mutim Cepa0ly ty o�+ pOZZyqz 7rUN yA a I a (rasr� i Er Mehor Capadty a'p Y _ O D D G e 9 hd Reguhed Ms) $ z S g O U t3 R e g MUD.CapedN s =w�m x r O m in o` 0 o AMneawhr!CepadtY Rwied abs)C m' u oN�rmx�aR E 5S x zN znJ�m3m_ v m 6"3o� nox I 3c0moz _ =�=ymAog 0 e z y m7p � oo U mE gA � BY og � a. CQ ..... 9q,�y 3 z °o lol 0m9 r'L�-Z:�y� o G•O{' ° seen COPYRIGHT 02017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED o - o 'tr—r y o h:2 a ,�=m IMI�PACT-RESISTANT ALUMINUM TUBE MULLIONS u o m r�.y �1 2 rn o < 1 X 2.75 X.375 MULL SPECS A Gl ,.'S� W e N sorbs: Scala: o,avina n». sheem t I�f o o N/A N/A 6300JR 7 25 7070=RNDcOCY DOVE JROSOWSKI oat08/29/11ch aBy Da.: RaYC rr.(savEVt)+ao-tsoo75 e JRBy: Date: Ravisbn: OSOWSKI 06/19/17 NO CHANGES THIS SHEET. r1 cERT.DFArm.a2erso � 4 TABLE 4A - Mullion Ca:axi Q. p Oponing Vlr�dW(frn'teAiraOy-SPa•'YdR7 nafllors)orOpanin9 Halg1.-1 inrinttdalF}sp�'ating rslltdarre) 160 In + lODin t20 in IWh � Ur• 80 in 5E1 hx Ftncturr9Un0r 0 hTrapi'TaztrB. RmtsnerTs7r 0 ina LoadmH IuedcrHd TrvTTaonB• tiactsr6� toadn9 TtnR0acsn,0ttecnngrlar TreWalt, TroSJ18 wullng 1 X 2.76 x H 4�Hla 1ta�nn9. Loar�6 Laodr.9 ��v L.-d" 2 N U cB U Tubo %aa 'c.. o c Z W O S MulGan _. yyqq t}o a a - -� am g^�y 5 &� k � < "� •�� � � �' s� a ga s3� �c � � � 2 i s 2. 1 z a `d a w s a rc ,30.8 162D iJa.O 52t S U) S 421n Y70.0 620 170.0 435 -1T4.0 744 t7a0 478 1Ta0 88H 170.0 S96 170.0 Bsz f70.0 I S19 17a9 1118 170,0 521 170A 1240 770.D 821 17a0 HBH 7T0.0 521 158.7 t820 t70A o o W A81 t]0.0 7n8 170D 324 179.0 850 17aD SM tda0 982 Y74.0 63D t7A9 1531 ST7.9 66t 170.0 7275 176.0.6T7 170,0 1417 170.0 o'EO 141.7 1417 f70.6 6¢0 i21.5 t417 TIO+'i 6¢4 198.3 5417 170.0 Si80 a [C 0p 898 f70.D 83t 17a0 tOd3 l70,0 884 179.0 t13S 170.J 72] 1826 t2B8 170.0 747 146.3 ;ZW 170�6 056 1 C$ 1130 t70I 861 08.t iS34 170A 86i 75.3 it34 S7atl 881 CDe 50.825dr i7A0 747 170.0 583 17. r� to 5i tt 1TD.9 75T 170.D 6f2 t7D.D B3H t70.D Gal l70.O it t6 S79A 754 150.7 tt30 1711,0 803 1318 1730 170.0 637 120b S 60 in 179.0 685 170.0 701 t4H3 BS5 1823 781 f25.5 S15 t44.6 746 f0A.6 91S 1323 7]8 87.8 815 Y23.0 728 8T.8 915 1f8.5 720 T32 515 tt4.{ 715 828 8tS tit4 MS 54A 616 114.4 T � � �P � H3 in t5i.8 811 lB4A 7f0 t28.5 030 1?8.8 b'D4 1P8.5 030 l232 Hat 84.8 030 7122 610 BId 810 t04A 861 75.v Ran 98.4 85H 53.3 839 Bob H48 Sd? 834 9R7 7H9 47.4 ¢]0 94.1 648 a J � 6Ph 732t 767 140.0 650 ti9.4 7ST 418A 83fi 94.3 75T 105A 6¢4 825 751 BG1 6.4 73d 75T OH.t 608 86,0 757 841 HOD, 56.0 757 78A S93 d72 757 78.2 581 41.3 7ST 701 591 N Q r' 72h S01.T b'� i4ob 552 84.9 636 9SA S40 727 836 B4.1 S14 63.8 63H 722 521 5d5 63S 66.5 514 50.8 W8 823 SW 42d 836 672 504 36.3 636 S5.] 487 3tD 836 551 437 Z J7H tt H6S SM W.4 4BH T27 SM 78.0 88 et. 371 ei,i 479 54.1 571 80.8 71 542 5531..50 4d2 4q6 5374t2 5457.85 4d5397 ]3e3A3 557412 4472.Ds 4452st 329888 5571 44.8 447 27.0 571 14.5 F ZQ O 4 ZQ CV CCpO 80.0 542 $1,4 474 6&7 542 79.5 4S`r 57.1 342 6¢.1 45Hbah 542 '1 4{9 A4d 7a7,0 31d 1 322 163 40l 27.0 318 On` X.4 "p_O 11 A $ TB h r 83h 525 49T 63.7 30t 43.4 4W 4S4 355 772 A0T 3H.8 319 $25 46/ 35.3 343 28.9 407 32t 338 ZS4 BH to 428 350 44.t 1za 35.8 358 37.2 314 30.7 338 32A 309 28.8 35$ 28.5 364 238 750 26.t 309 27.5 ]59 24.0 266 iJ.9 358 21.0 289 t5.3 158 181 - ® � N . � 25.9 231 21.5 283 226 247 t&8 28D 19.9 NO tS,i 2H3 tH.S 217 X 2- 1&7 283 18.0 O 10881 30.1 281 30.H 253 25.1 2H3 Is 1St In 27.8 297 28.3 242 T31 267 23.0 230 1s8 287 2J.0 235 l7.3 287 t8.] 2M .4 267 18.5 228 F2 (L '5 - i20!n 220 228 223 208 1a3 22B ts.0 205 15.7 229 76.2 N2 ANCHOR CAPACITY ADJUSTMENT FORMULA: O o m (ANCHORCAP.,,,,,...,, ANCHOPCAP.- 8 � TABLE 46 Anchor ac TabEe hs RIM WEI piiNana nbetat (DP,w}X\MULLIO•-'�'OAP.,.,,..,.�_ 3.SkCunt follow CMU pRODUCT�Y,S�d snmerate 2.Tk Comict3 U4'SS Etm 3116'Eica 114'SS Eka MPs 9t2sxe! allsetl USE THIS FORMULA TO OBTAIN THE'ANCHOR as eomPlYing with the Florida 5ne•Elm yt6'Elos Uldac4n v4'tico U124a1 AvgrcCslur tterac4n A4proGntnr screw(G5)6aaw 1051 eaves(G5f CAPACITY REQUIRED'CORRESPONDING TO AN Building Cade AneixrTypa ]tIV E&o ut7men iM•9eo lAdrteas t47a:en 2• ]-v6• 2• o.4H• 9.54• o.32a• ACTUAL PRESSURE RFQUREMENT FOR THE NOA-No. '17-0630,01 AnchorCUP PaV=S z-trr 3-ve• t• ! 2->n' P 1.,ya. 1y9- waca Elva Dutmroe @7k t- atrr r b9 OPENING,WHEN IT IS LOWERTHAN THE MULLION Expiration Date 05i2612D21 EmlxAmentM 1aH' tati• ta/4• 1.1/e ? I-t/4• t-114' t•fr4• 1-tW' 374fIDs ware tNH 2a 341 ros A4z ita ltzo ms CAPACITY(FROM THE.TABLE)OF THE 5FJJ:(%fED f wp fYA 3sP Hsc wA wA WA NIA sn5 MULLION.IT WILL YIELD A MINIMUM ANCHOR BY 2AnaMR N 4.75 Nin O.c./swdud ar 48tM alp tFla.tY o�8D0 A W hs td44 ibs 2T4 tds ; 2891ta 3541la 74o CAPACITY WHICH MAY BE USED TO QUALIFY MiamO-Da r0ducf Conhof AAtcfms®t.7S•Mh.O.G/standmi(orOltscti tx'D tDB-2S _ WA NIA ft MShs ADDITtCNALANCHOROF'TlCNS FROM THE dNtclrossRS'h8n•:T.Gt{21>xSAn8laC4gx!{Fl8-3X 780IDs 7$Olcs 6HOIds 156t!�8 1898'bs 54915s 600LLs AAA 78OAOs 7�A 330b 7473I 6Tofts 8851s 1 tUA NTA WA tUA WA WA NBt NIA f9A wA urn 105 4+20s 560 us ANCHOR CAPACITY TABLE 2Axhms�0.45'Mn,Q.C./U-CGo.IMo.125'Alun.(Fla-4$ t N>algrt r-CC>D�-� i�aM i95 bs ?yr Dt 445>tt 872 Us 133 @s 1401Ca 177 Ifs 3701bs 16T Ibs 9321bs 473 tm t7n lbs 22T za adorn 1.iS yun o.c1 p alp ft.HI 24D bs 350 bs WA NIA WA WA tenors NIA ___")CIRCLED VALUES ARE USED IN THE EXAMPLEflN SHEET 24. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. __„,J 4..-• -•-.1 1.0170° i FIGURE2: TABLE NOTES: _ FIGURE 1: i �- O 1)SEE SHEET iFOR INSTRUCTIONS ON USING THE AND 2S FOR INFORMATION ON LOADING- ttt 141ttiTt p ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MULL LENGTHS ANDIOROPENUtiG WIDTHS IS ALLOWABLE. 2)LINEAR INTERPOLATION BETWEEN �• •'t_LGENS�''-l{ i FOR 2750' E. P FIGURE a3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE EXACT DIMENSIONS,SEE SHEETS 21-23. Na.55705 _ HOLES TO BE DRIIIE IN THE FIELD FOLLOWING nIM D ENSIONAL RESTRICTIONSSHAWN ON SHEETS 21-23. *: o - ® FIGURESSHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFlCATiON5.HOLLOW AND GRQUT"FiLLED '�• �i1 f:.•*�` RNGtE CLIP MUST BE USED IN PAIRS. 0�`•• RTE O CONCRETE BLOCK UNIT H SG OFFO TO ASUM SHALL BBEE 6063-TO AND BD SHALL BE E MI�NMUMOOF125' � �ORtOp:•-- \�� FIGURE 6: YELLOW SOUTHERN 8 GAUGE}.STRUCTURAL STER TO BEAT t•X 2.75'X.650'64ULLION %,�tSs''•.•.... ��'v,` FGURE 4: FIGURE 5: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.SHALL THICK{t �`'T�0NA1-'E �� LFAST A25•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SGREW THREADS BEYOND A.LY UItJlIL,E% P.E. THE MATFJ2fAF..#fOfi#12 ANCHORS INTO WOOD NAY BE STEFJ.,1B•B S.S.OR d10 B.S. . � FL P.E.#56705 �yN O TABLE 5A Mullion ca D-Tahlo bsRt° zi s N d a arvdrg mwom)or Openlnq Hoight(for tcr(zar�[Y-sP�r'9 millions} 'd o opening Width(far D6(IiraOj sP 120n 140 in ISDN L� BOin 9001 1�'n '^F 5tl to �tl1 �o � Tmptt'ilane• F1oat4.spdw� Twp'Tnaag. ReetnngQar Ta1i+Trian6. d R6ntanvt46t T1L-9l.9• Rectargulsr 'lr"p7Dian9• ReaadrIg 716A7idetq. Reotan9:da Load Lvadn9 I.S. Lo 0.9 ex U :eehm9alar TrpRdary. ReeWn9ala TraplTnatp. Rectan�Iar TaprT an0• la�dnB Lvadinp Lvsdnp Lvadng lnadn LmdIP9 loadnp Loafing n0 W taadtg Loa5n9 LwdnB [.aa:f69 L6adn:3 iAadinB •• ? a•• a•• m N 1`x3.126"x _ .500"Alum .2• '� 3^ IS $ �a. >�'� ^ �. ov a a o Tubo Mull �' �� eA i jti � � a o 0 0^ uy 3� �a s„ _i =e cR s` sEja 5 � 5 a ZO x is �Ma � d`a ' a' It¢ i� t8 c s BL tiC d 5 �rc �v 4� N �!K gc �!C W _J 776.9 A$Z t74A 519 17Q0 1t16 170A 521 t70.0 1240 77Qv 521 STQO 1488 174.4 524 170,9 7735 170A 524 154.4 18� 170.tl 521 42 el 170.0 820 Ti0.0 475 170.0 Tot t70A 478 176.0 86A ilOA N a 48h 170.D 7C8 178k 524 170.D 850 S72D 57A 170.9 41YL f70.9 530 779.0 t133 170.0 664 17Q0 1276 i70.0 6T7 17Q0 1417 t70D 680 167.7 1577 170.4 fi60 135.1 tST7 170A 88D f18R 15T1 179.0 680 (13 WW W 50.6251n t70.tl 747 7790 583 fl0.0 896 170.b 631 1T0.4 tot6 170A 6B4 01 1195 170.0 723 17Q0 1345 S7oA 747 ttatl ft9; 176A 756 i4t.7 u95 17D11 756 12i.5 1495 i7ti.4 756 104: t495 /7DA 756 F=.. Z -64n 170.o TW 17Qtl 6f2 17v.b 956 iJ0.9 84t 170.0 1tl8 1T4.0 75d l70A 1275 1TR.0 Sea 188.1 lbw 1T0A oST N4.^v 1491 170.0 856 124.6 1401 170A 861 f08.0 1/01 170,0 801 93.4 1401 144.5 881 Q d 9Dn 470.4 8t t7B.4 701 1T0.0 1083 174.4 707 158.5 1t58 f7tl.0 e/8 138.7 1156 16T0 p28 I= 1156 156.5 B17 i11.0 115s i4B.7 p10 92s 11H 144 etl3 7B.3 115g 1445 603 ep,4 1156 iMS 9D3 Z Z W m mh 170.0 830 17D.0 745 159.8 1049 170.0 950 13TA t04B 15s,5 860 77D.B 104E 7M11.7 8{6 f06.5 fOd4 t320 g76 p5.9 f049 t25.5 828 79.9 1349 t783 620 �S iW8 1t4A 878 59.9 t449 //6A 8tB LUy $ = w y�� 1O pi BBn t68.8 9y 1T09 789 134A -855 3 BD4 iiB.'. 856 t33.T T58 101.2 a% 121.4 775 82.8 955 1129 765 834 955 108.4 757 69.6 95S 89.8 719 69g A55 88.7 74g 521 A55 80.T 740 J J Q aZ ...i 72§� 128.5 8D3 SS4B 6?7 107.0 AD1 174.9 882 91.8 903 iDt.i fi1D 863 BW 91.2 659 71.4 603 83-9 819 B43 8113 78.6 62 535 eD7 722 b']2 459 803 64.8 628 40.t 8D3 69.T 16n f09.2 721 714.E 629 A1.0 721 B7.1 610 7Q0 72f 85.1 �5 883 721 78S 695 607 72i 7Qi ;ieg 546 721 854 s79 45S 72t 59.4 589 39A 72i 58.8 584 34.1 72i 56.1 563 Z Z Q N 1¢ Z r 7B:n f0t.0 684 t05.4 592 842 e81 dB.i 557 722 fr84 78.F 576 63.1 684 70.! 687 5g.1 8Bd 84.4 558 505 B86 59.8 551 12t 66{ 54.1 541 38.1 684 51.3 53$ 31.6 6g{ 50.6 534 aQ O P1n gib 51d 61.3 456 54.8 514 57.3 4/8 47.0 514 53.0 440 41.1 514 44.8 473 366 6td 40.5 4T7 329 6fd 37.3 421 27R 514 33.6 412 235 574 30.4 40s ZD.B 574 29.tl 4D3 n �ca o 60 in 5t2 4� 66.7 434 45.2 dQ 47.0 396 39.7 452 40.p 390 33.p 452 38.4 384 30.f 452 32.8 370 2T.i 452 3D.S 373 22A 452 28.8 365 tpd 452 2A.2 359 1&9 452 22.8 353 LU a 1085s 35.f 367 39.8 322 St.7 351 32.T 3!7 272 357 29A 312 7.16 357 25.2 308 21.1 357 22.7 303 19.0 357 27.e 299 159 357 18.0 293 138 357 1B,2 2A7 11.9 551 t5.0 283 N 111N 35.1 39 310 306 29.2 S38 Jo.l 301 25.D 331 26.1 296 24.0 33g 23.1 292 196 339 20A 238 17.5 338 f3.6 284 1-0.6 338 }5.5 Z7II 125 336 54.8 273 11.0 338 13.6 269 � ¢ x Z � � z D e U7 0) 1241n 27.7 2A9 2B2 263 231 289 23.7 259 19.8 289 20.5 250 17.3 269 1Qi 252 15.4 284 15.3 219 13.B 289 1b.B 246 11.6 289 12.8 249 9A Z89 11.< ANCHOR CAPACITY ADJUSTMENT FORMULA: m0"0 O m�s sd'mW. TABLE 5B Anehorcapa Tab e(ths j A7SCHON CRP""`"f =ANCHOR CAP.,,, U L o' 30KCatc. Ha7vur G,lu Filed G.11; PT YloSn Mtlal (DP�,)X\MULLION CAP..,",...e/ sursuate. 27KMM vs•ssacB Stt6'Etca ud'ssec4 it7DStd4t rt1251x1 rn2stea PRODUCT REVISED 5�t�p`O 3,16-Ello unam yr E¢ounrncon AggreCaar uDracdt Aggre»-aa Sceu(ta51 (GS) soav(G5) USE THIS FORMULA T008TA1N THE'ANGHOR as complIyM2g with the Florida Anctttr Typ6 8716'Elc0 UAa8a1 LP 9kv U0ue6n UlDarun ,_ Buildinl3 Code AnchorCIIPPAtfcfn9 3l1S r I 2-1r1 2-t2' 2• 3•:(0' 2» Qa9' 4.54' 4,3xa• AAPACITPRESURE REQUIREMENT FOR AN --_-170630.01 E0ge0fst37ce Onl 1' zitr f- 2-sr� t-:rtt' i+^I6'_ vut ACTUAL PRESSURE REOUlRE�41FSJ7 FOR THE NOA-No. Embannrat n t3/F" 1.N4° 15Id" i;Td' 2' 1.1/4" !-t/4• !-i!A' 7-1!4' 1-7l4' 2' 2nncl.pa5B4.75•rano.c./atarozbu0186taBP6741T 39aas 3Rfa 457D1 Pa31as 18143xi 279as 29046 3544>; Tlolm 37das 664as a3alts sf1Ds 4{210s 56(fAn OPENING,(FROM WHEN T ETABL)OFT EHEMULLION d A1f:Gns@74.7IMrt o.C./I-smWr3 S's gpsef)Cllp�927 480 as 70Dm ttu WA N/A NIA :i8 . I N1A t4A tttA tDA WA 662515 8t61tn SYdiltn CAPACITY(FROM TYIELD HETABLE}CFTHE SELECTED a Pirafion Date 05/26(2D21 r 3 78017s 7p31s sa hs t5Gs 4s 1'S63» 5wto-s 86tl 4n ! NrA 7dolm 746 as em lDx ifi9211s 692 as a"es ex n2D la MULLION.IF WILL MAY USED ANCHOR AArcMts @3'MiA O.C.t j2i 2e.Atr}IeCWfs $4D 7 NfA t11A t17h SBA WA FttA NA 1Di5 its CAPACITY WHIOH MAY HE USED TO QUALIFY MIAMI-D a Product Control THE 3An0tIOIs60.bi•MIn O.C./UCBP•ION-12y gDva�p 4) NIA WA 11/A t4A NlA MA, NWA tAximrl FC5P d3D 5T 195 as i[6 ae Mtn 445 Au gP2103 135185 lwus 7T7 i0s 3»oA 'BN�s �wA ftj4wA� 3dt(4s d1276S 55D Ax ANCHOR CAPACITY TAgLEAD FFIOuALANCHOROPTIONS FROM '""D.CI F CIIP(P70.6S 240 DS 35D I� 4/A WA MA tifA D N71 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A.S THE STANDARD CLIP. Ht.00G"-1 FIGURE 1' FIGURE 2: TABLE NOTES: J (� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SF.FJ:T 26 FOR INFORMATION ON LOADING. 1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \ 777 2)LINEAR INTERPOLATION SETWEEN MULL LENGTHS AND!OR OPENING WIDTHS IS ALLOWABLE. 3.125° ��� N.. � at0............. it ----I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. } P�'4'�_: LICENS FGURE 3: '•'p � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUAENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 � No.S$705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 500" RNGLE CLIP MUST BE USED IN PAIRS. 4)SU6STPATS: L'TL SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED E CONCR -I .1NETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.NOOD SHALL BE PRESSURE-TREATED t•X 3.t25"X.S MULLION ;.0 •, �Sj ATE •'•(,V�� FIGURE 4: FIGURES: FIGURE 6. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEAMIRALSNIMUM EL TO' (I-vr MULLION} �i(t`+ "�.fiC ORIDI;.•'�\�� TH'CKSTEELSTUDSTOOFAMINIMUMGRADE33AND.045"THICK(18GAUGE).STRUCTURALSTEELTOSEAT �D LEAST STE THICK AND A36 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRBAr THREADS BEYOND�---� MAY BE STEEL, OR410 S.S. THEMATERIAL.1710&t12 ANCHORS Ifi70 WQODS '7IA`s.jL YNNNAI54��tK•`P.E. FL P.E.#58705 99AYnGOOMOINI SHOHONV -SUtVd NI MS171 39 ISM(9199 S31#1913)dl-Q 31DNV NOMM KOIITUI-J. INI n#,s 0 W'WIMEI"3H-L(INCIABS SCrdaHH-L&MOS S-lSVB'-Ly GN@1)0 Tr 7V'31'q 0 W,;'!-V X.VX.l IM X.t,X. -iaais-ivmn.L�)mus'( n-90>01HI qUOH0Nv,,w,Kv Nv 31wgr ,. V`�(���'IVNO aa ol ......... Sic, 9 X gva,oNv a 9 avHE)wnWINIV4 V 3901 SMIS -)Jbjj-LL.SZL'gO VMA1NIlIV31ICNV5l:S909 moi-aA a3,Lva8i-aunSS3dd sa -IV M,0 go 9S NV HAM 3NId NMH1no6-IWHS VqnNlWn vusv ol h-dogNm TrvHs(fiwo)itNn�,00-iu auziON00(13-1-114,IP08E) aa TM OOOAA*06-D *�rdnvj laid oi moiNoo-nvHs=u:jucNOCi:S-, YwD2(`LE,(I :L'aimE)w oNV M0-nOH'SN011V0lJl03dG W� -.0-s : = 'SNOIIVDO'l 310H 31VVVIXONddV ammsws moH s SMnoig'CZ;-Le S.1.33HS NO NMO OS 4L SNOImqUS- SOL89-ON -rd-WNOISMAIG ONIMOMOA M314 3141 MI aTn,140 313 Ol S@IOH : lo IOVXFI,80 1, a3S'SNOISNRI'l -A'31VOR 01 ION BHV WAO HSSd[-13NOmnvvaNVNoi nw(s ........... G,SHjajAA E)NIN3.40 MoaW SHIE)iel linw N33M199 NOl1VlOdH31NI UVBNII(Z HSMIS'SNIaVOINO :63unow :u3wvig tibnDw :u3anNA :t3unDW -SCO}ULM NOLLvqWIGNI IV83N2E)�40-4 lb�Z S139 ... NOIMIAO=IM HOA 9Z.L3'dHs ONV SE118VI 3Rl.E)NISn No SNC)jionNISNI MOJ L,J-93HS MS 4 7§EON—alev, Wai 'dnOaWQWiSS 6VS3MYAUOH0NVG, -LVd-dO)40NVgWVS�ilU3sn'dlol3StlAo3HI'8043JON —4 ocw� -.4 vim -M Ogg ...... VM -VO .911VI KIIDVdVo 60HONV sltmt YIN VIM Y/M ov Minot sawn MUDI, "agm sql M ql 0 3HIA HASN -V 011dO'8OH3NVIVNOIIla qj o9l s . ...... dg 94 DZI; ql gn ql zag sal MI. ner;. wl PAP IWILM I;znpoj AA11VI'lo 01 Gasn Els AVY4 I — OJd R a nwiNav v G- At-Al'I'NOMI)IN �q Ovzz -41 OW �Wvt VAL "DOE in W4 HOHDNV Y4 Iq Wig VIN sq CC9- i%0 PI-1-14N!3*0"M-5L V 9 (1310=9 3141:10(alaVI�Hl WO'S4)"Ovdvo -q out �ql M 9 OGE �uqmw� �qjm !2 -Cz-0z/qz/s0,q-cl--n-idxa NOII'M 3Hi NVHi 8Smol Sl 11 N3HjA'VN(N2Id0 __M LK_j= ere —1 sates .57 WIDESIG-Ll, -oN-VON EIHI UOA IfEV01:11noaki 9UfIS9a8d'(Vnj.0v mooed doo joelow '11103 Gulpflias NV 01 A-U0VdV3 Xro (5n)-.3 - .-itfl.-Ilixt .plx.l.q aqj q;lm BUIAldwe. MOHDNv..alli.Nry.L,3o o.L vinvnjozi sm 3sn FASZI# " ,WuOmOOY :3-etf; a3stAsH LanaGlId --dVo NOInnvi ) —9--J— -'dVU ZJOHONV=( X n(--dC]l 9L 3nav-L no uvdvu BOHO nnivow uaw-L-rav"uvdvu BOHD Lac )a Tzz SM ulTvi ETEll aff- )> 444 > X 0 ly Vill sw Sir 2-zz cot ;4 —Ist TiT-glk —04 —M —Vet —s )-at -!!v 299 Tal, Eno 2 -EWE c4r Z-4 SM VU ,Lz nZ 19, Ell 9Al 07", R IM ca a zit 9,4Z M c 29Z to�gsz :�: raz M UK M VIC ET--�-. rn Vie -it zkz Tall u Ent L:Ilz M SIM Mt ciz CA 9-LE al wa Ogg wee, I-le zvz 5 V06 M O"g WL TOO tra L-09 uz vu zp L'-,V "a 8a Vie, W9 W05; va -is 0 6e IZLI S-26 tzil 0 ate R-gut rat -E'uL tint L96 Ca.,L > Z *Zl& well TI-I 1 -191. r- -4 zTR tZI& G tog c — -sz; Let I. nit w Wal nit n r > c: tat;. U-0 M c5ii, yet& c" als I ———— CD F Will. L'A9 -LIL Z9, 910, gLe, aut CU M IM 101, Will. floys. act 0-al WIL, Cost. OM c zlot vzll =t voi, CIOL grZt i M% n1 5u vall. 11 IZIL 9501 -!�!L out WOLL clill UK LIU cell, 91M UK G'azt Q,RqL Url A'ZK MOO VOLL ULt 9o"' Wet T"t C) rott Tart utl wt ———— —————— Grt OW Z 2 POLL 0 Ott wt c T I rrgi, L�qot 9 L VOLI. Ml OWL 05 OW ML 0`04t --- p cn C) IS14 6491 ZK$ t'" 49i1 Can, 994 5'991 ZKI TL&L ZZII TOLI Ml WtK afot — L04 OlLt TC I qLg Tell OM OWL 619, TItt ML TOLt 6tgL 9=L Mot ,4; 6i9L. Tq9t 960 W041 VML WOLI **` TOL' 'Llp" z Mot ol WaLl. Tall Zia 070-1L G) csot W04t O;St r4s ——————— va tgL Ova os NV C6L 0., ng gg, V.,,e DOLL M co ge,' n., G TaLl 601L L-LU 191; ToLl 65Lt 6691. M wou MI 0 OLI Lu vwt out toe woo sai. a a) M L99 OWL :a, Tea 91,01, WOLI. Lin COLL 969 TOLI Leg a t I IrL OWL -1 gag'Dii Ltt. Toil -.KL Tus w a OL t sut wal "s 0 -Oa :c M OWL L59 OWL CVJ� WDIL DM WUL Zee ff"'t W% Cet M TOLI 0 SOL G-OLI, -i" M 7o—a 7wT 7*i;�i. 9QL Teti cB-,, T-7 am TOL, 9)Zt 0 *UZ elst ORO 0,041 COL nail WOLL 0 %it, 0 G.J Z9 woz; iK -i DOLL WOLL, C" TOLL --ift O'gLl, Me Welt zi, iE st. OWL U5 Out 9M colt on 0 RL, 311, a GLI (Ut F I DILL wo.r- M LrS I UL; Ent O.D, 1, 0-041 qUt Toj� tM OMLI, Wrl, OML� M O-Ott O"t 0.011 OOZ> "I B z 9 -. aqn.L-wnfV 6-p-1 b-p-n 5ul�.�j wy-n flrd�-.a Oul-I uupml GO-Vi C.p I Z.WjjdakL oupzwl aulp-I �v Z.,Ljd.j, 1-11B-MIJ RP&M=U fmilixtot. wouvq=�4 AGS, .9 a& wag 0 i ul 091 4 art -1 DZI .ujtjUjaH 6uluodoia{SUDWW6UrUuud$-AI9oIUeA1(g)tapimBuluado, pal AO TABLE 8A MulBon Ca a Tabte(D) Ib Open[lM iN)dthMruslUrailyspardng niLmons)orOFening Height(TorimdzordaN-svartrling 7rivlGolls} �� o" 50 in Win 7o in 80111 901n lm in 1�In 1401n 160 in k�. Rxc51np0ar TngltThana t?edaigW3L TrzPJTbbr�g. lincfantyl0r Ttnprnlm8. pccrangoer trapnion9. E� � TMP-marg. Rerlan0aldr S,apl'0.no, ReetnwiW Ttap "V- ReclangWar llop7l'dnr17. RnCOn(ylEr TrgW'0'Lart& 1,26,x La0dtn9 1An�0 I-o to t-ang Lnadg L 3 L--&a L-Im L-Ew 10aan9 U.,lin9 LOadm Lo8dn9 lnadtn9 LO;wing Laadln9 L0a03@ �i ca'i 3.188"77 r r r r r r x a F aS a r.266"AlumTube MUD a� s s s as s a� a �� a� aads ��$$ }�aYr g� s� s s p� � _ 75 E �2l. � s� 20: ¢� •�'[.nT. KCc d0.' 5 -1K 5 CO421, 170.0 620 17&0 435 170.0 1" 170.0 478170.0 889 170.0 508 170.0 992 170.0 $19 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 1)0.0 17^a5 1%OA 621 151A 1769 170.0 521 W J A8!n 5700 7� 7T0.0 62{ 1T0.0 BW 170J) 58{ 17&0 942 170.0 630 170.0 1133 170.0 W t70.0 SITS 17DD BTT SR0 1417 t73.0 fiW 154.8 15{8 170.D 680 5327 i548 f70.0 E80 St5,1 1648 170.0 680 a e m.6256, 170.0 747 17QD 563 170.0 896 170.0 631 170.1)1Imm6 170C 686 170.0 1105 170A 723 170.0 73d5 i70.0 7t7 167.0 i4w 170.0 T50 139.2 106 17" 756 1193 i466 170.0 766 tO4.t td68 t7D.0 738 W Qn 64n 170.0 797 t7D.D 612 f70A 966 17a0 601 170,01 1116 Vag 764 Van 1278 170.E 8m 163.1 1378 170.0 837 1/&8 1376 170.0 856 1223 1379 i7f1,0 881 104.8 1376 1T0.0 E61 91.7 1370 170.0 B61 W11) to 0 81h f70A 865 t70.0 707 R0.0 t033 l7D.D 7W 15$.B 515E tTP.O 879 t39.0, 1t9E 187.4 930 123e 1168 158.8 919 ilu H58 150.0 912 92.7 JIM 744.8 St6 79A 1158 144.5 905 6&5 HI 975 0 63'n f70.0 ff0 i7Q0 745 183.t 105t 170.0 BSD 737.2 1051 155.9 882 120.1 tca'i 142.0 848 103.7 IMI t323 837 0&1 D. SO5) t25.7 930 80.! f051 519.5 822 68.8 t651 118.1 821 60.0 S05t lf8.1 B2f c 69 in 167.1 967 170.0 789 139,3 957 151.6 605 119,4 957 134.0 790 t04.4 997 127.8 777 g2.9 s97 112,8-To-? 83.8 100.0 759 G9.6 957 f00.0 750 89.7 067 D9,0 7ae 622 097 9&9 N8 O 721rt i2g.7 804 135.2 69E f07.3 804 1152 68l 9/.9!804 101. 671 60.4 804 01.4 660 71.5 B74 &l.t 850 64.4 7E.8 643 53.8 804 RS 6]3 4g.0 E114 59.e 0?e 40.2 aaa W.8 828 eZ _ 70 in iW.4 T12 t74.4 W6 912 772 972 6tS 782,722 E53 60b 68.1 722 T8.7 b9'a m8 722 T0.3 568 94.T 722 65.5 58D 45.6 722 59.5 570 39.1 722 58.7 565 342 722 662 584 t=- Q to Y - r CV 76 di 107.2 8E5 106,6 m0 04.A 685 89.6 SBH 723 685 T8.6 67r m.3 685 70.5 568 6E2 665 64.5 550 50.5 685 60.1 Ss3 422 685 64.3 N3 362 6&S 61.4 537 31.6 665 W.7 536 Z ¢ N ffiIn £d,9 515 E6A 45% 54.8 5f5 57A a9 A7.1 515 90.t 441 41.2 515 14.7 434 33.6 516 40.9 428 33.D 616 37.4 422 27.9 MS 33.1 4f3 23.5 915 ]0.5 4a7 2a6 515 29.1 404 Q `K„' Z 961n 5+.3 453 '.d.8 404 45.3 ¢93 471 397 38.8 453 41.0 39f 33.8 493 06.# 3&4 302 453 33.4 33 2T2 453 30.4 374 276 453 25-6 366 19.4 4W 24.3 380 i7.0 463 22.8 35S 0• � � rw o 0 login 36.1 258 3A0 323 31.0 356 328 718 27,2 358 20.4 313 23.8 359 7S2 308 212 358 227 3D4 19.1 356 20.8 -3m 1547 398 10.0 293 111 In 35.1 338 35A 306 20.3 339 30,1 701 2&1 338 35.1 297 22A 378 232 193 19.5 336 20.9 289 17.6 336 19.1 285 120E7 0.4 290 mA 264 252 296 ?3.8 260 10A 2M 20.6 266 17A 200 192 253 16.4 290 11.4 249 S (� N � 0 144N 16.1 2111 163 1✓% IL Q K d s r Z-.co O!) TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA; It AnehorCapadtY Tabfe s) !ANCHOR CAP.,,m,n,,, stastme 2.7E tbic830 StSEGOrR. Nriov CraU F>g.'.a Gt4U F7WWD Elctal (OP,e}}(t �=ANCHOR CAP., . N7vOw 1/4-SSEX 5H6'EIt4 1teSS0- A10SN R7251r1 M2st.1 MULLIONCAP.,,w,TA PRODUCT REVISED AACner lypeA'.AfWA rxm ue Ekomtr0e0n ugtacon 3MG'ecoURr-mon 114"Ek0Um9CD0 A9ge36*r* ut- A99n:6aa ecex(t�stewt11a7 saps) USE THIS FORMULA 700BTAIN THE"ANCHOR as comp wi4h the Florida AnchorCtip PsBamg Building j e E�eUsfarce 4n} 2•vravr stra r 2-trr v 2-vr 2 3-iff r o.1a' ase 0.324' CAPACITYREQUIRED"CORRESPONDING II AN NOA-ND" 17-0630.01 1a�r lard" lave 2" I-W' 1-vs I.4' 1-thr Ftr4 1-11c z t;+tr 1;➢B vaces ACTUAL PR HENIT S LOWEETTHANENT FORTfiE8!CarOS501©199T9 t73Wos 45D b9 �0ts 15+11 Os Zrums 2g0 its 9iMi ms _7aDits 374 ms tseire Da69n 3Y1 insEa 5aor. OPEN)NG�WHEN I7)S LOWERTt{A)V THE MUILiON gXvi�tion Dte 05)2fiJ"1021 d Archm�11S M01.O.0 lstmotn(u CEel)C2iP(1T&2F7W PES WA WA WA NIA 3m es , NIA WA NIA WA WA m21Ds Btt511s 1f201D6 CAPACITY(FROM THETABLE)OFTHE SELECTED 4Arcro.ormin oG 1(2))arS-90 Gipsf 03a 3) 180tS 6B0 ta5 ism ms 15ai O5 510 ms MMS NIA 7Wts 745ne �z ms etG its itxf ms MULLION,IT WILLYIELDAMINIMUM ANCHORBYAmhDG@'DAY MIO D.C.1UCJis.kta.123'AtwD VU 43f0A WA WA NtA 741A WA 1 WA WA N/A WA WA Nth WA td,"085 CAPACfiY WHICH 64AY BE USED 70(3UN.IFYtsa is as 1;t5� 1401; ' in Ibs 3aatt6 lar ps 3mms #rs ms t7o 9sa zzf moss ADDITiONALANGHOROPT:ONSFROMTHE 35)is NIA WA WA NIA 1900s NIA WA 1UA WA 1741 34l gs A42 me t80p ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP, 1 }-125fl"--I FIGURE I: FIGURE 2: TABLE NOTER 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Le ® ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `111111 t 17 f 1 t tj 2)LINEA.R INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. ``�1y3�Q-••"'�•./LJ r' FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" `�P��'�•LLCENS�••�C��''r ANGLE CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUENSIONAL RESTRICTIONS =* No.SB705 ® Q) d BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, IN PAIRS. -- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 201 SPECIFICATIONS.HOLLOW AND ='jJ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CO.-4FORM TO ASTM C-90,WOOD SHALL L, �0,� FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM St-TALL BE ® 6063-T5AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND L25'X&t00'X.265'MULLION M'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICKAND A36.ALL (1-174'VF MULUON) �i�S/ --• p1 �` . . tt 70NAL 1611�` Q ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A LYNN MILLER,P.E. FL P•E.#58705 TABLE 9A gy4pannnv3 rmdflom) aing Width(fervertlCal"Puarg MuMon5)cropeninUM019"It -ntca 1401,1 160 IS 90 1. go'. 120 in 60 IS 70 N 80 I� IB,,pw T,.Prtt--� R�-wj- T�,TW& Rnt-gulu TNOTdarD, P­�0or R"t u 601. IS Ldl-g U.&P T.P= R.J..pla, T g. 11-PTOw. 11 1-- wilng Lwdlwu L.adl.o L..4ho lid Le.dng t-ding Loadna 1,26 x Lwdail 041 a t-6 0 rq Tu 2(0� b 1-1 la 9na C0 9 z CO z C) 170A 51B 170.0 1118 770.000 ..1 15017 021884 n 00- (0� co 174.0 LU — A19 164.5 09 170089 0 60 60 !!�4 101.14 li� 89.4 $77 100-4 M-C Mo S1.8 60'a '19 S. SIB 403 5&7 387 295 C>.40 359 20.1256 >C<V 25.1 23.1 197 tES218 I.A m2 176 I 4.9 0 0 at €amp ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 It (Dfl.)X ANCHOR CAP-,,,,-)_ANCHOR CAP.- U'LION P T TABLE 98 .11111�.IcEia W;ItyTable baFia�a jU, CA PRODUCT REVISED agay H.P.-C"Ll B complyl.9_IM tha,Fl.,id. 3.5k C­ jw Soo. USE THIS FORMULA TO OBTAINT!E"ANcHOR Building Code auwl.t� E. AN q 17-0630.01 CAPACITY Rl.U-R_ k.LIM- CAPACITY REQUIRIED"CORRESPOW)ING TO PRES ACTUAL Anchor Cap Pattern FRESSURE REQUIREMENT FOR THE PEN�N.W .. S� f2612021 1-ur OPENING,WHEN IT IS LoltjERTHAN THE MULLION Fxplirotlon Oaf c,05 N2 311 lb. • 260 lb� 354 682 lbS CAPACITY(FROM THETA OF THE SELECTED I. MULLION,(TWILL YIELD A MINIMUM ANCHOR a�d� Olp Mg. IUA IVA 360 lb. 141A --- 682 IDS CAPACITY WHIa I MAY BE USED TO QUALIFY Mm" Product r;ontrISI 4 lst.,A�d("On.0 Clip(Fig.z GOO lb, NM N/A CAPAC FROM THE NIA d..CvP$i(arc. 250 WS ADDITIONAL ANCHOR OPTIONS 4 AM WA It. In S60 lb. ANCHOR CAPACITY TABLE @ 0,64-Min.D�Q I 1P I.I 2Z lb 341 S I 4..IbI - 7A.- ,I3501M, WA WA IWA 11 TABLE NOTES: t-1.260"l [_1.250-1 FIGUREFIGURE 2: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEFHODS- 40 LENGTHS ANDJOR OPENING WIDTHS 15 ALLOWABLE, 2)LINEAR INTERPOLATION BETWEEN MULL L 1 11 - 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' 3,250" -23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.-%706 SHEETS 21 0,APPROXIMATE HOLE LOCATIONS. FIGURE 3, ANGLE SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED.CLIP MUST OF USED CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • 4)SUBSTRATES:CONCRETE SHALL CONrOf DRM TO ASTM C.9u,WOOD SHALL 40 IN PAJRS� GROUT-FILLED CONCRETE BLOCK UNIT(CMUI)SHALL CONS ALUMINUM SHALL BE S OW SOUTHERN PINE WITH AN 50 OF 0.55.ALUM • BE PRESSURE-TREATED YELL 1 STUDS-10 BE A MINIMLM GRAPE 33 AND .10v .... ....... [GORE 6: 6063T15ANDBEAMINIMUM 05-100-TH'CK'STEE -EAST.125-THICKANDA21B.ALL .100, FIGURE 4�. FIGURE S! ,045`THICK(18 GAUGE).STRUCT URAL STEEL TO BE AT I THE MATERIAL "5"X 3.25'X.100" 1.26"X3.26' 10D" ANCHOR'S INTO METAL SHAD,EXTEND AT LEAST 3 SCREW THREADS BEYONDMULLION FOR MULLION FOR filo&#12 ANCHORS INTO WOOD MAY BE STEEL 1"8.S.OR 410 S.S. FIULD.MULLED UNITS FACTORY-MULLED UNITS A,LF L PA E.#68705 P.E. . j Mu01on Length (13 a p D cm ® A m a ° m m n W aca Capa<Ny S A S$ a c J a Antler Capaeay 9'u is o R<ga'vad psc) E o a A o is m4 mar"capacity s ymit e ® y3 C ti e b e t e pbsn'p) 0 S p�8 8 � is :a b, _. o c e Mcnor capacNy _- ® Required pbsl E p o .+'c� a •� v MVIUan cape py b o b (�m 7p 2 Q Q f g 8 e a Mctmr Capacay a AA 9 R q&w 0G9) y 7a T 4 IV Y3 ' ?F._ + w � m -. ry;� + u + + c c Muii Capaay $ �'' m w c o o b c mutt) � And.;:: m9i • ® w r < m H w e u e c S wi..Cepacdy z 5 8IE 1211 E a e G t m u m Mchar tapaeey ,o . 8 Rsquhed pbs) iz R m a m y e m Ancn:capacNy - - o w m e RequhA pbs) m 9 mO�i � � �„ u � p + iA - - + + t+wlaacapaaay y rt c1 v O 0 a k a�p a�a N v ''i-, a - O C m u 2 S W Anchor Capaeay z Z ��. n a g m Ragame Pbc) m_ B 2 oD'o 0 a co m w na O a�a y S g $ o N m - o Muuian capaaq - $j W 3 C rm ti a w e o o o m N F z D m nri r z o z c r + g an<narcapadcy = N ti?L�'-' O ro S _ i O 8 a a u ti w o• iN 9 i2 g & W W Raqurae pea) , o z CFn-1 y N z 6j m �°, n G 4 Mum.Capadty 2OOMTOO m=o W.n pmaD�oo �'0 O �o G&ae��' 4 m 8.� s v W N a � R.gdcapadly % o m y C 9 z o W m C W p m Req°red Pbe) ^ z�rmzA07 ,WF S T2 s9 O=�3� rxr�� ,r�.Ymz z Iz w N m J a e v o o Ob�)capa<Ny da e a D� mmri Tm0 m roc aSaaaN FcoFr o '� w e g m 9''� O W Gl O C �• a N AncMrCMay a .. O n T O O m a Regdred Ob.) m m o ��c'�F, m F�a � �z B o E�S'g i� S 2 N q Mumm cepaots i s �,' . <�°��ozo moo z v7o a�a�aaary o o v m e v a o o p �� ? j Imam' n yDi m _ ? =Z 4 g xo Requaee pn'°y o d m mN a cc b��6 aaN + + E2 mT i-i C 3 c T m O a Q a g $ fm m e Muaion cape city v mrF1m=C C,- O a n m e Pbert2) 'IF m y m n D b >m m e e m w w m g g N nnenercape^e P y Sn>' Ow >�n8>�>� a°I - m + C e N m o Requbed Pbsi •,° fA 1 rpn W>2 DOD O O il-1 B 9 - _�e F tt m o w o S m m o 0 o Mulfon capacNy '� O -I z O%ft)t v*rit 9 z to a,T = > pbc)n) o p m NO S O ZOO 00 m�07 w pity D 51 o A ro z1 W L3 R a m w o + w = e %abed pea) = Nm�z�uDi� �R� Z. $m yam` a m W s e Mle eapaaay ; oxc� y So ae>Baom� i m<ea,capany <� Z g n' o;e o _ a N "s r g it Requtrad pba) OO ,n3o0 arm s O °y f m a Mu��fF��oxxn,,Capaeay 0 0 W T ♦;i D I'n f'n P.i Ea P o e m 6 In b �.A�1 >F rn =D z y ii i� R /am' o m j a w Ancbor Capacity e 5 n W Z y fn O o ,e ReP�itad p!s) Z O O Dr o m z m O ( d ' ` �° u an o o N G o 0 0 !; o MucapacNy a m m z � R�g� yZge m PsAr) � 8 a e ,vY f3 _ + <m, w 8 'u' Anchor Capaeiry 8'F W © q Reuired poa) e yy m ^• .I'•', a -�` o )i v Mullen Capa<Poy r p 3 U < Z O O C O V D C y 13 Z u a u in 'a ua u e pbsdFl '�E $� = g g Ancha Cvpaeay �Sw =°nFazcnm S'1 3 + + o 0 rs p j� N O-(]O()Z () x + u •l 3 ✓S Roqulred pbcJ I-n 2 rn ��II GI T fA �� c1 - C C o Nadllon Pj Capa ly ®y - ZA� TDD �:fl SI11mA S D a m V b b o o (oad g 1 N �N no=F3g��c o o N a $ a vie a A-h.Cpim 9 �p3«�m�� z ;u aA{my=tN mom6-lo�� Pn mMO*SHt H W yla , H1 I 3 A�� (A 5; ��Z z poi. po3S Ozm g m zvj gD>z m T4> O m 0>t R =�0N g'-1ZO O 9 I m=pm�2_I= p C a "- '�;a mg0 P w m- ° o z \`1y1111111)yyY/ 3°C, Ill G TH 4�d. .. 3 a^o r Z���: •'•yam ° n COFYRIGHT0201T PGT INDUSTRIES,INC. ALLRIGHTSRESERVED Tma: m3_Z:o a n? a \� .a"E� IMPACT-RESISTANT ALUMINUM TUBE MULLIONS D:n CmWpuc; cn r-f_p m 2y• _ e J rr m- r° o / - 2 m m 1.25 X 3.S 5 X.624 MULL SPECS o A im ` to Z (D OI N seise: scare: Crs dng Ra sheet y `ya as °m Yff. N/A N/A 6300JR 14 a 25 m %C/�' •��1 c a ore ey. Data: cnadcedey: 0ato: Ra. 10G°wv`t'/r7 i�2�i5 �i� F•""" �� �_' ro 'o J ROSOWSKI 08/29/11 C par)oao-tsoo ','FR1111 all"�� j ° J f20SOWSKI �at08/19/17 NO CHANGES THIS SHEET. ptic RT.op Aumi,9791e , MuIllon Length N �§ cy a' R' Fn awn ln a " U3 ti e d S E-) P..Ny n D e q�qpacNyla)n p ci P a PacNyc e 7 mN a apa.¢ypoe) 6 g Q�1 p q o Mullen caPacily c A T'g ca Ze .�i b, 0 0 0 e o e (IAadl') L 6 bS _ v P• _ Re4u4ad On.) o IG.n CopecAy r a _ o f o -eb'C.P. lNy G a Ra'e'n d N Clan cep.,ty m Mahe.C.Pa.yy Required(be) o �.} @ p R ., -• - - Minion eq-1y -I s ® zi ESi r IS iSi r ;^ W w a e o o b 49 y o e o o QJa1It') 6''�vq ® h♦"y ID R' a''� & '& S rn R coked t .Ry � ro el Ob.) r m sm �z a Q a�a& § Q P > cepacdy E� a 'e _ anaharcepe.dy rn -Cwi z F3_ s q, w W N I:o Y3 1 '1, `d i 'v )R W. v R.gLf d Qbe) e w '�c� 5 y pnQ n CtPtcNy r a o g E. Requimd ) Z g og' O flb.ea)O.� -I w e`++ o c n n rn T O N m K r N m A -', ', Mullion raPac¢Y 3 :Xo-t-i�MM 06N m tsss ffi =2 P� zoxa„m w zr„r _ 3 yN N�Z CAN z�z ze-mnI o Spa Sa'ehy v 9 C D � 19' � ! 's apUed(1h) m o Z y o Om m O.� 2 Z m m J J r v a s MCIIIen CapocNy y 9' y0 0 Doom�Orn 20 mT n ti . u M e o Oberfla) v y�a D 5 0 0 m 0� Im m D D➢`D 5,z 3 n c 3 z O w m c O m $ a {� P, Archer Capa<Ny e Z Dr RI-m O 1 r lllnnn N o iR `� m -• v Regef.d ob.) Y n O y C m O z o y F o v ro a Ma@.n C.Pea¢y 2SIR<m1 m z N� S > 0�2 8 - '� °:�N 8 o 0 0 e dap �mm ?Imr m -C 6S G 64N a b y b b o Ubem) o f ° o m cy o m b c� ' s Anane cep..Ny s S �r cm. � T- 3a�'oex �nC{,,m m Az ,m p ��Ja o y�H = RoqulndOba) o• <mz �O z ey y p D G¢� > > n�A H g�+ C M.Nme capauly s y morn=C-l�0 x2 KcC m jZ oR h+ N b s W a v o o e o o Obat71 s d mD j'ir.z OZ C l co l�l�lnnllI x mm 3 0 2�p F ay m @ m CI 9 E y o e Ci m N E n 8 v �3 Anehnr Capedly m m r r 2 _H z�_ �+C W e1 m Raquircd Ubsl 2 P O Z N~ O m O G7 (I!"'I A § e �a m : m e Mulcm C.P..11y 3 mwmrm>D M09 1 >m D� G � G .v a s e b ManPl o c m D o o m m � ; t as a el ti aaan.rc.Pa ry Ir to rp29�n C x o F r" z > > >6T H H 3'i m �2' o y & 'mac' �5" e W 8 8 83 Required Qba) n " 'vZm =y�fnOT Pv� eICapecay �a o m TAZP y ;-wm�' oO TO o o BW Y-p o -- OT-a D x 3 9 cn B.�D c4 9 `y $. u d 8 J u �, Anehar O....ay � D A rn O S '^ Fo �. T 9c E Requlnd pbs) !n o EM- .- �t {�] pp((�� e, ell(�3 D Z .SOtt O o N !1 IY> G�K✓2 y ^ p o 0 9 o MuIAa l C.)a.¢y A yn O Z . O m to!] O Ul y N s o a ve b b w ' 6 file C�'a s<e+ 3� E � 5 _ o F3 a 8 p wlcr C.PPal ly 1' oG�yy1-o �A n a o N vs z y rya r e u m J q :9 e i Mullion C.p.cL'y y - DrmwO �z D O E. BB� i9 �m �^ a b o 'o (WslRrl ='`c xo GB 9 ' e a w g z ti O IT g A B Ancharcapachy N a m o mo m W .. ,. o = pmgmraa Qbt) w m r N Z e o Mullen Cepbc¢y In AADC73OOanc O m s '.Wi '.p, N v _ Qb.9r) ZOS CD�O Dw V - • '$ J w e "' Mcher cepac¢y m e O O O p n f7 N x A o d 13 °, Ei G - 9 W R.qui..d Qba) q a �A Z Z�. T T D n f3 N F9 a PJ g H N 9 w.¢inr repecly a s A= = Op F z D v, a iv W N N o a o c b Qnam> =F3zazc z°'s N o a _ Fgt2ep1h, x� a 5 o3-�_mm O -loam y o� QD C j6YmYrm oO � ry cw Iii�C�mr ocoB� C c m V o" ZZw��A��aE E zm N8�0 K�Z 2 0 zm c o - - 'DZ[=TOZle D = m mrp��i=G,0 o C Sm00 �Z a 00 3 Q V 2 '_may u P cd'C COPYRIGHT®2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED in D Z m:r o °: m'° IMPACT-RESISTANT ALUMINUM TUBE MULLIONS �� ° o y:z a o m Cea.dP bR cn'•. 125X3.94X.624 MULL SPECS oX%2C'•.�J ^ya o m sanaa: N/A s.ela NIA Cn mere. 6300JR 16 ar 2 ° m 7 .• �� a P! o o O or�wn ey: oulo: cnectee ey: .e.a: 16 N.vEtnc✓~Fl..u17s J ROSOWSKI o�08129111 ch", C (sal)4ao-lcoo J R6SOWSKI 06119/17 NO CHANGES THIS SHEET. FL cEE.oFAum#z92Br TABLE 12A " NtalSan Ca ab Tabb b y� Opening Width(b,ver9ca0N'spanidrg mltlliorr.3)or Opoltlttg Haight(for hol9xaitallysparWrtiq muUlons) 16D In a taa'n izok 140N m o 60 in 70M 80 in �N �" t- SO N dan Rectangmm Trapl01ur9. p•etangular Tisp7tlanp. Re91a0N00t T�WTnaMa Ractarmular Trcrylvian9. m rG ,� TrapiTlixit¢ Reefan0da: naN'f1�9 F�taetpiar T15piTtlanB. ISCCtalgt/rt 7 p n0. ftecf�a lm' '1f�JT 9. Lm0N4 1aaQn9 ta8•nB Wa6n9 LoarL 8 Laa6n9 L°adn0 F inSdat9 L9adg7 load" tn5g LoadD9 -. o U 2);4 X 25 L^adn9 L°"mns Lvadn9 Loaa:"9 Alum.Tube r z a r n a £ �' z• & Malflona - fi 5s_� ����sg' €g� az•'.� s a• � B .�E� ���. s$ ��c rc � NOZ siFim'r Km r, WW_ SB Is 42In 1ro.0 s20 17LL0 43s 1 170-0 744 1ro.0 478 17 868 f70.0 50fi 170.0 rd2 i4l7 1%0 fife f700 fits 1m.0 521 170.a 1240 17d.0 S21 tmA 14� tmA S21 Im.O 7738 170A S2t 170.0 4983 im.Dl 92i a ? 0) 48N iro.0 768 iro.0 S24 (ro.0 850 174,0 b84 t7e.0 ap tma 834 Ima tilt im.0 641 t7a0 5276 17aa 677 Sm.O t10.0 680 sl0.0 17m 47a9 660 1ro.0 7983 170.0 680 170.0 2267 ro.0 680 i u° i 8v.625in 17a.0 747 ii0-0 563 f70.11 896 170.0 63f 17v.0 1040 170A 684 770.a 1195 1m.0 T23 1700 1345 1m.0 747 1m.0 1494 170.0 786 f70.0 1743 17aA!756 1m.0 2052 1mA 7S6 1780 2$97 im-9 7S6 O w m W a 841n 170.0 797 lio.0 612 7T0.0 856 1ro.o 697 170.0 1118 170.0 76b 170.0 1275 170.0 803 fla0 1a3a t740 837 imD t594 770.4 858 tm.0 f9f3 im.0 861 tm.0 Tr3/ /mA 88t f78.0 25E0 1- 64N 170A ass 170.0 612 tmo 1563 1m.0 601 imA 2240 170A 878 tm.0 tail ima 944 178D 1584 1m.0 996 170.0 1771 17a.0 1033 170.0 2125 170.0 1063 im.0 2479 170A 1033 100.8 2600 17d0 1g63 d 631E 170.0 8311 170.0 745 770.0 7116 1m.0 850 170.0 1302 170.0 940 7m.0 IaBe 170.0:iM9 17a0 1673 1m.0 1D76 770.0 1859 170.0 1122 i70.0 273E 7m.0�1168 166.'t 2553 t70A ti71 t45.8 2353 iraD ttTf E Z fJ}1 66N 170.0 W4 770.0 789 170.0 4169 170.0 H03 170.0 1364 tm9 tdYt 170.0 1558 1mA f0� 170.0 1763 t76A H55 574.0 5999 179.0 1244 fm.0 2S7A im;0 1278 151.8 2437 579.0 1286 132.8 2437 170.0i 1286 W � V 10 co 72N 170.0 974 170.0 789 f70.4 5275 l7a0 f009 170.0 4486 f70A 1126 t70.9 17W 1-fee 12M 1TED 1913 170.0 1315 26 170.0 1387 146.6 2184 170.P 1488 121.9 2fa4 1m.0 157B 109.2 x184 170.Di 1S3C LU �2 LU J '- T6k 170-0 1122 170.0 MR A0.0 1346 17aa IW0 im.0 i570 170.0 1209 170.0 tiB4 170.0 13J2 165.1 19W imD 1421 146.E 1960 170.0 i505 =8 1S6D 761.6 1596 t02 IS61 154.0 i635 tYL9 iia t52.751535 z Z Q fin at � 788r lT0.0 flit ti0.0 987 iro.0 t381 imA Lit$ t70A t811 tm.4 7250 170.0 t842 7T0.4 136B 157.7 4861 774.D 1474 737.4 1867 163.1 1W0 119.5 1ae1 147A 1473 982 1861 139.6 1459 859 1067 $*711 j 4398 7.',8.0 t218177.9 1390118899,4 1198 1102 1182 09.5 1398 1M.fi 1147 74S 1398 89.8 112'< 63.8 13Ba 827 1 < rNA 1079 1055 R29 1112 It'41 B"L 1275 88.9 faN at.9 4 . n571 89.4 602 74.4 97f V.2 649 84.7 97Y Sa,4 837 67.8 0 . . 370 971 4i0 792 024 971 11 819 ef$ GIs 68.1 919 70.8 806 59, 919 62B 784 8a.0 91 . . 9t0 472 792 20.8 -91e 1- t 120N 7S5 786 �i B.B 778 829 766 64.6 705 83.9 786 55.8 695 372 785 49-b 6a8 44.9 T86 44.9 877 3T.7 763 925 fi68 315 788 34.8 683 ZT.O 78G 3fA 041 23.6 786 28A 637 Q ¢ C4 z 144N 43,7 6a& #Z 504 3s,4 598 37A 498 3t.2 846 31.8 49t 2T.3 b4S 282 485 243 846 25.3 479 2I.8 54B 229 bl4 182 598 49.6 464 15.6 S46 172 Afb 13.7 54s 15S 448 mm m ANCHOR GAPACiTY ADJUSTMENT FORMULA:------------------ TABLE 128 AnPhor0ai3a61LY TaW6(!hb ((ANCHOR CAP.,,„,a. ANCHORCAP.- SUIS 27rOn 36N Coro. Hdiat CAN F41e0CNU PTylual M� ��)X`MULLION CAP-�,,,�,� 5ti6'Elm 31T FIcoinl3cn va ENOuftfacon v4'•ss Ecc 91G F]ca v4^5s Bca '410 stem mxstml tcz USE THIS FOR,IIULA TO OBTAIN TI IC ANCHOR PRODUCT REVISED anc8w 779 9nBBco tiv6con v4•ac.uard:P6 ulF i'. AO or etrdco'i agp16¢air Screw t77Scmv{G',�T CAPACITY REQUIRED^CORRESPONDING TO AN as hompi3ring With the Florida AnehorC6p PAttEm6 BNllding Cod.17-0630.01 plye psmrcepn? r zvz 1^ 2-vr sua• r x.vr 94fB' r 4"a6• asa^ b.aze ACTUAL PRESSURE REQUIREMENT FOR', KpA-No. 6mbeSlne,r On7 tala° 15�r 74N4" lsrr x i-v4° to°c w7r 7-v4• fa14• avr r 1-1 SI 138 " OPENING,WHEN IT IS LOWERTHAN THE MULLION 311ICE 10' � CAPACITY FROM THE TABLE)OF THE SELECTED ExpirationDato0512612021 2AnotM'3s 4,75"S9n O.C.I Si (FIa t82) �� SA Ioa 4W t19 beam 1s44¢>s z7a PJ5 zab ns ass ms 7abltd H7d Ns 69d MULLION.ITWILLYiELD A MINIMUM ANCHOR », u^ 4 AflCno�s "2bB°Mk O.O I stmaio ltu C'if Cal(39 3k 740 i5s 7d0 tln 72 D9 idfl510/ i42d DS N:A 660:iis NIA t735tffi SItA 8PJ1 IDy WA 5o2lbs ff058s ti240a ( / CAPACITY WHICH MAY BE USED TO QUALIFY BY 6Anbars 61.7P Mt10.C/StF,artfai Cf0e4C11p{r704Y f5t513s 3`JI Sea DS 19aE IOs WP. NA 705ffi NIA 7B}IM 7A814S ` � T6g2lm Q>s 8851ke it9 Bn ADDITIONAL ANCHOR OPTIONS FROMTHE Miammr'6�d1 ProdaCt Gontroi 4Arc1gis 643'hiN.D.C.1 u5Ale aipst Ln05Y 7801xs ffi 683 D3 15F41ffi t.4B5M affiffi NIA 4 i,:Wls@3r MN,OL.f 42f�5AV""Psl(r10.6% H74M i17011s 14201b9 £.l LIrB 2841 Ds BtU 840Nn __NIA 1190 aS f1225Yd 132015s jai Los 507218n 1327 iE9 0u ANCHOR CAPACITY TABLE, SAX �1.34N9 Mtn.QC.1(2)2x5Ai25•tam 7k NIA WA N7A t0A NIA N!A NIA. NIA NIA NIA WA WA N:A WA 6Acta._}0.63Aklrctn.O,G.f UCSp,kto.t2 6'Alun0 7Fg0.Y SO% fA WA A N2IA NIA 28W0Ar NfUfAA 31W8 Ai0 0 NIA WAI WNIAA 2r*4 02,6w wit O.CiF-cupC6 378 5 7t 3N!1I AUE 44N2IA11E 2S19 D BibE4 Ds 525ffi 97B pss p738x NIA NIA 353 its NJA 399i1s WA WA WA SttAS fi64tt4 8a0 Bx NOTE:FOR THE OFFSET CLIP,USE THE SAME PATFERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24- 2 000^ FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: TABLE NOTES: t1I It • • • ° • o ♦ 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `,.aljjg LYNIV,11+,,� GENERAL INSTALLATION METHODS. :a'�`,.•'VSCENgE'•.�(� • ♦ • • • R:' '•S' FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABt£ 4.000" Z No.58705 FIGURE 6. 250" ': �•: • + ♦ 0 3)MULLION AND MULLION Cl IPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21"23.HOLES TO BE DRILLED IN � ._ • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHE 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HDLE �•�:'•IU.. • LOCATIONS. :0,4'.• ST RI L CONFORM TO Art 301 SPECIFFICATIONS.HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT FtORtD?`.•' FIGURE 7: flGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4}SUDSTRATES:CONCRETE SHALL .,`� o • (FIGURES S&Bj (CMU)SHALL CON-FORM TO ASTM C-90•WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINES 33 AN SG OF THICK 2.X q•X.25'MULLION f� �Q le ', 77 lVAL is • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.1,25 THICK.STEEL STUDS TO BE A MINIMUM GRADE 39 D AT LEAST3 S(tCREW A.L4f ill i MWL*P.E. • M. IN PAIRS. THREAD STRUCTURAL STEEL IA BEAT LEAST CH RS IN AND OD.ALL ANCHORS INTO METAL SHALL F?CTEN - FL P.E.#58705 ♦ THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS g3T0 WOOD MAY BE STEEL,t&8 S.S.OR 410 S.S. -.L23HeStH1SEIE)NVHOONILQE�vigo y IASAAOS(:)�Ir ­Ryu I it Man =Iw w 1� ZWO AO :18 PWO40 owtm_u deot w 9z JOL� idrooco:�_ vim V/N lum,a s03lis TIM qz-x 9 x C--�•�=�--{;x.�--� 3aayS cc M SNOM gem.AnNnmV-1Nv1siSE18-1OVc11A11 19 0 nMI'RRPd1SnQN11Dd 00 61- ; no,z P90 o o0wxw '07—�w z Ld 0 It 0- I M T............... 1 K SNg�3 0 8 Q<-.0.'� N p o N rL �o id 5.0 Tzw .0 C.)Mu F cc- a .?- C) Apeft-jj.Vj i- .11�>�< 101� 1�11 Fro 02 g g�5 (zol 0 00 tw o < /w.ft -0 tat .0 00 CC, 6 f'j.".3 aw ii gig ig g ,=> — ————— w OR Qd 70: L ON q-- �: sa P foadoo VolUnW a ad 'D -OL 0"a Z Z cd� x ZY., W� f4pdo JpLy Rig $I + 0� Q"ri >a: 0 m Im Z"O F rc f4p.do--WWI 0 uj z '5 U-09 I — I co pajpbaU g w 2.0 0'(D z f4p.doo WIMIN ry l l I ; o ' E . Sl Al R .I w2l w ' OZ M. U, 0P o m .'i tu z W 0.9 W 0'o;; I I WON z 01igig ------- - g _' 2�4 mz� 0: i t-� a<i g a F&W 48 Im to (Sqo P-mb-M $9 W 14P-1-a-ID-W C 5 R I- - t: - C C1 21 1 --FqDM. ^p.V Lu 4-deo U.4,Vj At I I I I I I lul ou p !rh.v 4.ft�mpLry > Ali ft-ow ;i ®R 10 o AU..d.3 IMIPW 5' PR pig R - -i t::I'.- - V5; SI 2 �D N w , V I R I �li_:IEOS Nil •g qouv R F L) D A A 9 RIB I 1`12 li R , `I 1� gig 5 fitind.0 UCI[MW - - - - - - - - R: lu (qop F'Wa ,yo • CC Ap.ft 7.p. �,J2_d NO Dombold d d (9(3 rU 4! 0 0 Lu! LU o 4;--d-o umnil TABLE 14A 4 � Mullion Capacity Table 67tt2 8 Opening Width(forvergmtP-spam5rgmullem)orOpentng Hetght(tarWzoma9yspar6ngmfdmts) ai a So In 60In 701n 60 in go 1. 1001n 120 in 140 In 1601n k Rettangulaf TrapTAmg. RettarclAar TraprMan9 R6c(p�guta Tr4TdTAm9. Ro41on9um 7r4rl111ang Re4tan11wer TraliTAo10.r- zrgdor Trap/11tan9. Recb1901y TraplT0an2. Renan9loar TrapTAaro} Reclar9iAar Tnp'71iu8F � L1 ' 1.2"X 2.11" Lnadina Loa41r8 LaedhO LwdinO 1Da169 LA-UQ Loading Laadh9 L-ft L. Wdtrg Lwdir9 L4adi,9 Laadlm Loadka Loadm teadh9 Lcadilg x.126"Alum ,:• _ I _ r .r 2" ,z• 2c27 _r a z• r r �• a x p L+ Tube Mull z ' � ' teg .. '`a.-, m w9p.o r7 d � � � oa 24` 6 3� u 3E 8 6 � u ii t4 � 8G � � to cvg � F _ b _� _gg _ & z� �� s ' eggggT8§ate 4� E e� S� �� � a s o S @ E 5 s 9 �.& 'BSc d ii dg 8 $ `d4 a�i �«� 9 9$ $ 3� �1 �@ 2prc8 day �� rc s r x' �8 a� �s' S dp s se s� di �! dF4 �'� �� E < w 421n 1442 '.Ofi 167.0 420 120.2 628 140.6 418 1034 62fi 1388 414 90.1 526 134.E 411 801 52E 134.1 411 72,1 526 1341 411 60.1 529 134.! 411 61.6 S26 134.1 411 45.1 6� 1341 411 Lx77 Q13 Me 403 109.0 333 60.5 403 947 329 600 403 66,4 320 60.4 403 81.-0 317 531 403 7e.1 316 48,3 403 78.6 ji 314 40.3 403 Me 314 34.5 403 7e.6 914 20.2 403 786 314 K 50.625 to S23 a2 Ste 301 66,e Wit 79.3 Z94 Sao 362 7'LS Zoo St-S 20. GZ2 266 457 30? 646 284 41.2 352 616 2=M 34.3 3:2 63.5 203 214 362 53.5 283 25.7 3W 0`5 283 }y- � LL m S t ".1 a 54 In 6TA 318 74.1 267 56.5 318 64.2 261 48,5 318 57,7 ZW 42.4 310 635 I 2t3 37.7 318 60.8 2% no 318 0.5 249 2113 310 48.1 240 24.2 316 49.1 248 212 316 49,1 cS7 240 1 LU m 601n 49.5 255 63,1 219 41.2 25B 45.7 214 35.3 258 403 210 309 258 37.2 207 21.5 2M34.0 204 247 236 33.4 203 206 256 32.2 201 17.7 25e 322 2M 15.5 256 322 2M F Mi. 417 234 46.6 200 35.6 234 39.1 19S 305 234 34:7 192 26,7 234 31.6 109 23.7 234 29A 160 21A 234 26.0 184 17.8 234 26.6 183 15,3 234 Zoo 183 13.4 234 M5 183 U m LU `d .E Oslo. 372 213 39.1 183 31.0 213 33.7 179 2%5 213 29.8 176 23.2 213 2T.0'173 200 213 25.1 170 1&0 213 217 te9 15S 213 22.2 167 13.2 213 220 160 11.8 213 22.0 163 Z Z � m 7261 26B 178 30.1 155 no 173 260 152 20.4 179 226 149 17.9 179 203 U7 15.9 179 107 U5 1N G -1 i 6U 7881 2A3 161 2541 IQ 20321.6 137 17.4 t61 18.0 136 162 tfi! !70 133 o �a iTZ 3 78 In 225 162 235 133 188 152 19.9 131 16.1 182 775 128 a Q TABLE 14A McborC60acttY Table pbs) - ANCHOR CAPACITY ADJUSTMENT FORMULA: O < X�2 MtCHOR CAP.,,,,,,, r CD SUSt� 2.7K C�exlete 3.51[Cac. - 11c➢uxCA1U F87edCNU txT14o00 tdQa (DF,m)Xt �=ANCHOR{.AP.� n tJa Wfl�d NIS'Eto t/4.°SS MCI 585'Et 1W So Et o N1U S<� m2 51e31 K12 Sie=1 MULLION GAP."„,,,", Amba Type TWEIro IBtram 114•Oco toot. 3r15'Eto Ulllaton 114'Elcol0tr6cm o Dl AnchorCllp Pett6ms - utax. A99.Gata' Ur-an AOpilal. Stnw(G5)strew(G5) Scmw(045) USE THIS FORMULA TO OBTAIN THE'ANCI IOR N Y EMA DLa=e r 2-:Y." 1• 2•YP 3-v5" r 2-w i• a1re Z. 34/6' 2 049- 9.5m 0.32C CAPACITY REQUIRED'CORRESPONDING TO AN 65 a m C rq ElabC11MUn ): 13M• t„1.r f Yd• taA1* T t-1t4" 1•v4• t-1/4'' 1-14" 1-114• s vs 2` ra'6' !&S' ralr> ' ACTUAL PRESSURE REQUIREMENT FOR THE ! C4 4Amhxs�3•Ma O.C./p,12c5A�Olt C90SitF9.11 7B015s 78014S 6eo 1US 1563I� 1ee6 as 5'A¢s 150ibs wA 7m i5a 748Im aBnlrs 1F3421T4 662 ors 685Aa t43061s OPENING,WHEN IT IS LOWER THAN THE MULLION O Q...- C} p tt CAPACITY(FROM THE TABLE)OF THE SELECTED d e Z's:� 1' MULLION.IT WILL YIELD A MINIMUM ANCHOR n igg0 a CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE t ANCHOR CAPACITYTABLE PRODUCT DWIg REVISED the Florida Building 4`Ode ZOA-No. 17-0630.01 P-XPlration Gate OS/26/2021 TABLE NOTES Mlam a ro u1.k Contort ' 1)'SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2)LINEAR 11,TERPOLATION BETWEEN MULL LENGTHS AND/OR OPENWU WIDTHS IS ALLOWABLE � 7-1 3)MULLION E D MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR STRIEXACT DIMENSIONS,SEE SHEETS 21 3. MOLES TO BE DRILLED IN THE FELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2116' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ttt2tt1t71 ANGLE CLIP MUST BE USED iN PAIRS. ,125" t d)SUBSTRATES:CONCRETE SHALL CONFORM TOACI$01 SPECIFICATIONS.HOLEOYdAND GROUT-FILLED ��� Y LYN '- - CCNCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL,BE PRESSURE;I-RlA I ED 'F `�� -\. ......!v 1 i YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 I ���:•L,kCENSF.•'•eel i THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 126"X 2.1t"X.125"MUtUCN ^ 4•' ',•f3 LE'lST.125'THICK AND ASS.ALL ANCHORS INTO METAL SHALL EX I kNDATLFAST 3 SCREW THREADS BEYOND (1NrEGRAL FIN MULLION) .�.: NO,58705 THE MAl'ERIAL,#108.#12 ANCHORS INTO WOOD MAY BE STEEL,18-0 9.S.OR410 S.S. /��(ry sk• •'O�'.- ATE 4tP q'6A(AL A LS/NIVA ILLIER,P.E. FL P.E.#68705 JI 1 TABLE 15A Mumon Ca ae' TAhb jibsfltt) �H` I Opening WitlU1(ftr vBrficaiy spet2'df9 induc S)Or Opening HQigM(tor hcllzTxita6Y-3perstiTg MdEo ) o /mN 120N 140In 1b9N ('� 70 U5 801n 90In 60 h a d RecOmguia TmpTBfanO• R[y18nQNnT TropRt n& RCcfan4FT tiv¢t7dan3 02'u Gl Rectma031m 7rep701ong. Re°lnnguta 7c4d'7danq. Rsias>lpVaz TraplTdanQ. Rcct7n9War Tmprtdeng Rectergula 170W79anB. RectargW Tt'MT�B- Lo8dn9 Loadn9 LoadnO Loafing Loadln0 ., Loadtml Lowing Loading Locdin4 Losdkm laadn0 LoadnB lnadtrg 326'30 Loading 1DOOn9 Lmdag Load09 L#az1779 - ' 2• S 2` 2• 2 DEG.AL s D a s E.g ^d >"�. n o"U= c u S r5 i5 v c W$ $ a m t s3 3 3 t`3 Rgg --� �' � a 11`511 is � � g 8 Qy Qc-6y E'' i 2 d 4r° G K 7-- d` 2C drC f a F3 <C �E• 3a SB6� �� �at i .. 71 In 4Z in 470.0 6p 170.0 4]5 17o.a 744 170.4 47a 170.q B6B ii0,0 506 170A 492 17D.0 5t9 1Tt,0 7116 t70A 62t S7QA t710 170.0 827 570.0 t+80 t7gA 521 170.0 1T35 170,0 621 114.2 1522 170.0+6210 2 = 111 4897 470.0 7� t7Q.9 435 770.9 55D 479A 584 t70.0 9M. 17D.0 83Q 179.0 1133 170.0 661 170.0 1275 170.0 6T7 t740 1417 t70.0 680 152.2 15M 170.0 680 130.o 1522 I ti4.2 15T1 170.O Eq0 W 54.6261n 770.D T47 170.0 563 170.D 896 170.0 631 f70.0 1040 17Q0 484 170.0 tt'x 170.0 723 1T0.0 1345 170.0 717 161.2 W170.D t369 tddt t78.0 766 H7.3 Yµ3 tQ2.6 t443 i7Q4i 736641n 0.0 787 1700 612 170.0 556 170.0 6S1 i70A SH6 170.0 7U /70.0 1275 110.0 80] 160.4 1353 570.0 837 fM.3 R0.3 f353 tiD.O S811Ri./ 19Q2G W80N 179.0 tt+S t700 701 170.0 t063 M170.0 74T 1SA Rib 17g0 8T8 146.1 1218 170.0 9µ iZP.9 1218 159.8 906 116.9 97.4 12t8 t4e.1 913 75.1 I21D 73.t 1218 148.1 913 '4C 7 tJ 83 in 170.0 930 170.0 T45 170.0 1110 170.0 el 860 160.2 115p 1r47.8 B33 131A tY50 153.0 Bid 118.8 ttEO 1419 890 Y65.i 1360 1342�885 879 1f5b 126.T 871 75.1 H60 55.7 1450 t2n2 OI. U >Q _ je ,5 66n 170.0 97d 170.0 78g 752A 1448 165b 881 730.E 7048 146-s 804 SN.3 1048 IS3.t 860 101.6 'M R7.4 e14 97.a td9 11fle 830 762 1018 t09.4 821 65.3 f048 5T,7 1046 tr.4 sm 0 m c Rh idQ.a 980 uT9 I64 117.4 a80 R6.0 748 100.6 880 110.8 7m as too 100.0 722 762 880 92.0 712 70.4 See B62 703 69,7 BBD 792 693 5n.3 B@D- 7&.5 668 4dA 880 76.4 68a N ¢ T 76ti.0 t7119g08120e80 1tE hiN1t!nn H75bJ3Z9tE0OA...B7l44 '7563]3�(9077a507f i7fiYt9125..S..115 W543D457030 86432Q843158 73i5589909S1 0B633L55...1958 64A 70.1 76Q 990,3 fiG3 26.1 391 27.6 337 223124 337801 2a+4.498 d336]18]6 519982 7387P0 72i07.B 372 ts0 370 18.1 305 70 6.5 617 3 +09 750 63.1 42.8, 52.1 6t9 3 74.8 9 83.9 ]46 T6 65.6 6.8-6 5,9 632 3.5 750 etz 462 59.4 4 .6 750 562 $9 9T za$m Z 30.0 6 5633.3 4522 W 43 3fl1 4Q9 QaZ 4�Nm??tt3 naQ 6 495 2. 90491 5/9 6 3.1 45 33B 27 5332 409 291 450 2 ID 20.9 391 0 320 17.4 19.7 32 1 348 29 391 2 24 370 V M 39.2 x?p}hx0D9 288 S3 317 299 244 21.7 317 294 10.0 37 199 275 164 m tµm 17.6 22D 17.a 211 j ANCHOR CAPACITY ADJUSTMENT FORMULA: 4O} ��o A TABLE 15B - AntharCa 2c Table bs ((ANCHORCAP.a..`t ANCHORCAP PRODUCT REVISED 60trstl0te: 2.TK CnItCIC78 _ 3-r coot. 14° .cmu pied CACJ PTwovd tdch# (O,,,)X 1MULLION CAP.,�,,,,.,j as eomplyln with the Florida N18'E1eo 3+15'E:oo Nir84os 774'EtcO Utracan 1/4"6S Eh0 SItB`EICO 1!4'SS Elco &10 Stnal R72 Steel #R 5:etlUSE IHIS FORMULA TO OBTAINTHE Building code Ancn°r rypa 3tt8'Eteo Ltt- tt4'Etta Ugn cm t3nbcon AB9niGator uuae°n A9gm4)atN sdtew(C"-)sam.tas5) serev 7G5) CAPACITY REQUIRED"CORRESPONDINGTO AN NOA-No. 17 0630.81 Anchor Clip pAGemo 2-fr1 T 7•Le' T 0.4a' 0.54 D.32t' Edge ULstarce Dnk t• 2-112' t' 2-112' 3-i19" 1• 2-t2• P ACTUALPRESSURE REQUIREMENT FOR THE ExPiration Date 0512612021 Em1roOnW(Nk ta71• 1.314• i3+4" tart• T t-!tr i•7K'_ 1-tra 1-1r4' 1-114 1-ur r r1 lb 1�B• "'"`s OPENING,WHEN IT IS LOIAERTHAN THE MULLION CAPACITY FROM THE TABLE)OF THE SELECTED By /l 2 Amtrxs g5'Mla O.C.!(2)35 AMk CAp9 t(F10.7k OM 390 Its 45D bs e39 am nQ0 ba z7a 9m 2801m 3Y71ta 7a91n4 37a 15s T2Q ms B4a ha 341 Its 4as 0e MULLION,ET WILL YIEIOA MINIMUM ANCHOR btiami-4!o Frotlnct Control mztnn 1zz7ws 69015� 4An:Mn C013.,7 Min C.C.7(2)215 Arnik spa tjpl9.2); 780 be 7801� T9D bs 16702s 252568 544 EOs 5801bs N/A 712D i}5 7461bs lAOIOs '8921Y>s 682 ita 8858n 1RD 9n CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors 2.77'kin.b.c/(21 Zr5 P.n01e airs/w9.3T 11291b] 112D Ibs 950- Ct4916a 2254 bs WA 0401bs WA 1059 Dxt NIA 1320 t°a IUA ADDITIONAL ANCHOR UN I IONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2._4 FOR GENERAL INSTALLATION METHODS. / tl1lI I1111// 2)LINEAR INTERPOLATION BETWEEN MULL LQJGTHS ANOIOft OPENING WIDTHS IS ALLOWABLE. 125" FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21 3. 30" RS' ;- LIGENSF l�fi HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q-.• - • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ! No.68705 250^ :. 71' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ) CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G•80.WOOD SHALL BE PRESSURE-TRFATED ) FIGURE 3: YELLOW SOUTHERN PINE WITH AN SG OF G.55.ALUMINUM SHALL BE 6ft63T6 AND t3EAMtNIPALtM OF.125" �•, /� rtL! • • • • THICK.STEEL STUDS TO EE A MINIMUM GRADE 33 AND.845'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY / �'.(t - �J MLtLLION `.LI %i��5 fit *....;:'&\�4 LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ` a ® THE MATERIAL#10 8#N2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ��'TS/C�jNA1- �N ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A.LY<J<'JJIIE,#56!,P.E. FL P.E.#58705 •�N � TABLE16A }� MutlionCa ae T21319 b6At7 OpsningWid01(SorfcNwPy-sP ) P BVllromidoons U�. arnirgmtlG4rA or0 0ntngHOight{forh4ri7ArdaLy-sp ) t80in _ BOb 1065T 120h 143 t1 ''7,m so in EN to 7o in -SO In e>0n ROetanadcc 1lapttWon9- ROaSstgp4ar Taq lTd--9 RecW16�1sr TradTdang• Re3tanTdar Trap/TAan9. ReWnpdar TmN70en9. S u Recten3'1a TraWTAarg- Rectang. TraN'B4an9. fTeda0gAa1 Tlaptnlan8• Roctamp44r Trsp7T & 1Latllnp Loadn9 Laxtng tnndag Los&9 LaOd`a9 Le^8nB i.aa8ng Lm&rg o�y U WaWh9 Los&n9 taadne L,A,g Lnadrre Lcaft Lmc5n9 Loading lnatlhg 315"d6 x. a 1127NI- m11 29 u N1wc`t88g sue- �- pA �a E.� da .I to 21s 1Ta06L435 174.0 744 170.0 478 10, . °, 9 170.0 521 170.0 1240Ina 621 170.0 e 70.0521 170.0 1735 170.0 521 160.3 1871 17110 S21 in �<48m 1700 7DB 1ro.0 52a 170.0 a50 t70.b s84 17a4992 17ap 63D 170•p 1133 R0,0 60i 17ILD TR 170.0 141T 17a.0 Ss3 t63.T i63t 17aA 680 t4a3 1637 170A 6Ea t22.8 1937 f70A Q W o N 50.625 to 570.0 747 t7t1.0 SE3 170.0 we t70.4 6#f i70.0 1n48 t70.0 654 1TOA 1195 170.0 723 1740 5345 I7aa 147 l70.0 5494 i7a0 756 147.1 7562 1ro.0 730 12a1 1552 170.0 758 11a4 1552 1ro.0 766 co L!J ! tU Sd in t740 78T iTOA Bt2. f70.0 &'6 170.tl 691 170.0 711n 170.0 754 170.0 I= 174o 803 1T0.0 1434 170.0 837 1552 1455 17a0 855 1243 1455 470.p 6e1 110.a 1155 iro,0 B6i 87.0 13M 170.4 66( a0b 1T0-0 1i85 170.0j TO1 170.D 1063 $7a 170.q t243 1T0.0 BIS 157.1 13M 170A B44 t39.7 i507 179.a 996 225.7 I309 ifi3.5 984 t04B iwe 157.t 9N4 89.8 17D9 i57.i 982 79A 130.7 fb7-1 $� � Wz 063 to 170A 937 17aA�745 170.0 ttf8 t529 1247 t70.4 940 1425 1247 18/.5 933 120J 1247 IS20 965 114.0 1247 HI.] 852 95A 1247 1381 LII9 B1,4 1247 135.7 93S 71.3 12d7 13a7 935 G1 t>0 in 174.0 974 1roa 7B9 170.0 1168 td0.4 1190 16a.7 B65 129,9 1193 147.9 D45 115A 119D 13a5 926 103-97190129.4 9t4 BBA 1180 tie.5 BBO T82 ti9] i10,f 893PAA 1587 Stet 803YT21nE 10f0 1te.9 e77t/5.4 t610 f2T2 ed2 SOfA 50t0 511.7 82a 889 1610 IM61117 Etta T41Q 9e.B 607 E73 t4t0 94.s 795 57.7 ta1097.0 789 SOA 1010 67.7 789 Q$t& td3A 7B2 114.5 906 E9.1 906 107.1 761 aX9 000 963 7dB 76] 008 a8.2 73B 847 Wg 623 729 57,3 Bay T4.7 716 49.1 906 71.2 71D 42A 904 T06 7® Q 7E 79m i27.t es1 132.5 754 405A 661 t125'77B 90B 861 98.8 Ti5 78A 901 88.8 Ti3 7o.e B61 B1A 7m 63,6 �i 75.4 694 S3A SBi 88.t 681 45A 86t 64.5 675 39.7 S6S 63.7 972 F r W Z co"� BD in 627 B46 a5.; 574 68.8 tid6 Ttt Sbb S9.! s46 G2$ bS4 5l.7 8t6 Sal 545 48.0 016 509 W 4t.4 646 47A 530 34A 64fl 41S 519 29A 640 382 511 25A 646 38.fi 507 A N W 90 ECD r V5 o 0 96 it Sat 665 70.1 506 SBA SB.1 d99 447 568 51A 49! 42A 56E 45.0 463 37.9 SM 41.4 476 34.1 50 341 470 26.4 686 33.4 459 24,9 ®38 30,9 4S2 21.3 S0S 29.7 441 d W i;000 146h 47.9 dd9 48.9 4n5 39.9 449 412 399 34.2449 35.7 793 29.9 MB 31.7 367 26.6 4d9 2a6 382 23.9 689 241 377 24.0 4d9 22l 35a 17./ d49 20.4 3s1 f5.0 449 l8.9 35s ® C,1tt,n 414.t 425 4S.0 385 36A 425 37.9 379 91.5 Gd5 328 373 27.6 425 29.1 3E7 24.5 425 gas 362 221 42b , A 425 20.7 350 15.8 425 18.8 343Q35.6 331 29.1' 364 29.6 320 24,g2N 25.6 321 21A 384 226 317 19.4 364 20.3 313 17.5 364 147 S09 <144h 202 253 20.4 273 16.E 253 17.1 236 CHORCAPACITYADJUSTNENTFORMl1LFv Q TABLE 16B Anchor Ca ci Table Ibs ANCHOR CAP.,�.,,W�a ANCHOR CAP... ~ z7xxmete 35cCaa N0u0wOdu taacnu Frvaga meta (DP°)X�MULL1oNCAP.� s. PRODUCT REVISED 0�3xtmta 1/4'S5 EkP S'16-Elcu T/4'S3 Eko 6t0 Steet t125teat 012 Sted a5 COmPIyI[i9 with the Florida 511B"Ek0 3114•Ek-Lq- I/4•Eko UlSnoon USE FORMULA TO OBTAIN THE'ANCHOR t4ulldla Cade AmlatTOM 3/16"Eko UIMM 7/4'Eko Ud-- u16ac0n ADOreG41Q UIOa]m ADDreGekr Saew(G5)scow(05)N-4 B 17-0630.01 Aneher C9p Patterns •- 4.49' 0.54' CAPACITY REQUIRED°CARRESPDNDING TQ AN N4A-ito.EdBa dcte,wo(anz 2-ir 1' 2.1? 3-'ua' 1- 2dm r 2-irz3.7/a' x• '"131B" 1.3ra• ACTUAL PRESSURE REQUIREMENT FOR THE 1-014- Td79- IJ74 x t-1r4" 1•tH" 1-114- 1-1/4' Ivi 1.114° r OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05726/2021 taps/(F79.1T 300 iEm 300 bs 450 ibs 890 IDs 1790 ins 27e ft 28010s 354 ins T40 ins' 37d lbs 770 gr 8461os 94T urs 44a.M CAPACITY(FROM THE TABLE)OF THE St3Ef.TEt7By4 An:ica�3A"Min a.C.!¢I2c5a0ei%ps l(80.2k 7&1 bs 7B0 Rs 790 Ibs 1670 ins z5x!oss Saa eras SGo IDa WA tt201kD 74e lm ego lbs 19910r" 66z ib: 605 the MULLION.IT WILL YIEID.4 MINIMUM PNCH(7R Miami-Do roduet t:antro! 6 AMars6271wMin U.C.I 2aS Anr1<eC1ps7(Fie-31: 7809n1fz0WMR tbs 22467bs aS40 NIA 8401t4 WA ta693bs N!A 1320ibs WA 10221hs 13271bs CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- i FIGURE i- TABLE NOTES: t • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. t " SEE SHEETS 2-4 FOR GENERAL INS-ALLATION METHODS, 1 2)LINEAR INTERPOLATION BEl77u•EEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE r i FIGURE2- . �Al LYNA a''., 4 3)MULLIONAND.MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT D'MENSI4NS,S1rE SHEET521-23. � aOL7E6 TO BE DRILLFW IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125LA" • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS" '• 30" No.50705 d}SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-PILLB) FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G•90.WOOD SHALLBEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF QZ5-ALUMINUM SHALL BE 6063-T5AND BE A 161INIMLW OF.125" 45'HAY i%� • • • • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 6AUWON ���'•, TOTE F LEAST.12T THICK AND AM ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,IS•8 SS,OR 410 S.S- i�fjS��� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.'LYA14i tY+l4d .P.E. FL P.E.#58705 1 1.000- 1.000" 1.062-1 .740" 'IF 81 .06VZ" Q 438" 4,000" STANDARDCLIP ZS 4.IM' 4.000' 2.625' 2.0 a. 608-3-T6 ALULt 2.125' 3 L X, 7E X-SECTION 2X5 ANGLE CLIP 4' 11-1;'ALUM. X-SECTION 12 .125' T 6003-TOALUM. LO - A25"" .125, F-125' X-SECTION .125" � a - - I... c co.031' z 125° t 0 .125, CENTER OF ANCHOR HOLE MUST LIEWrrHlN'rHE 0) 155T, DASHED BOUNDARY.SEE SHEETS 10-20 FORTHE .376' 7f ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR co Ir MCLE DIAMETER:ANCHOR OAMETER�V16*. t LLI I'X4'X.i25' VX 4"X.376* X 4'X.375" 6.500, In 0) co MULLION MULLION "l'-MULLION CUT HERETO 5.000, Z c) 6W3-TO ALUM 6063-TB ALUM 0003-TO ALUM .375' UJ X-SECTION X-SECTION X-SECTION 3.1 1 -1 MR 5 SH to QG aeavvu 1.250' 7 z .3TS" w L9- 1.594- -------I- CENTER Or r-------- -- 'T ANCHOR HOLE 0 1 MUST LIE WITHIN MIN. THE DASHED < I I I BOUNDARY.SEE SHEETS 10-117 1 1 a F z z 2.875-�------i FOR THE C, ANCHOR D.C. i I to 3.4 aD ' 1 1 1 DISSTANCF- aj Z Acol 12 V MAXIMUM ANCHOR HOLE LU 0 AgIr L OIAMETER:- CO 0) D < -------- ANCHOR L---------------------I .100, ---- DJAMETER 11161. 2X5 ANGLE CLIP :0 _f2.624 STANDARDCUP U-CLIP 6063-TS ALUM. ix w L 60834SALLIM 6083-T6 ALUM, CENTER DF AN R E =LIE 1.25(r --i .82v l- IED CHO HOLE M .SEE TOP'VEW TOPVIEW 1.25'X3.26'X.100' 1.26"X 3.25"X.62r IN ASHIeD BOUND PRODUCT REVISED MULLION MULUON 1.25'X 3.94'X,e2,r SHEETS 1 G-17 FOR THE ANCHOR D.C. TABLE C LE C,CONT. as compl= DISTANCE.MAXIMUM ANCHOR HOLE ,with the Florida 6005-T5ALVM' 6005-T5ALJM MULLION Dimension Value n)Per Mullion: Dimension Value(in) FDrMulilon: a X-SECTION X-SECTION 6005-TS ALUM. DIAMETER ANCHOR DIAMETER Yin", X-SECTION F 3,681 11X4'K F 11.938 1.25"X 125' 0 1.000 .126" -G 0.500 X,624' p Expiration Data 05126120211 H Z680 Aluminum H 1.438 Aluminum 3.47 1 3,000 Rho Mullion 1 3.250 Tube Mullion 2.661' -- .376' •375' F _71-87 iTX-4'X 1.377' 1.877' MIN. F Z025 1.251 X Z.SV G Q751 .375, G 1.125 -- ------- --T H 2430 Aluminum H 1.500 Aluminum 12, 1 3.= 1 3.260 Tube Mullion F 225D 1.21T X 3.2V F 2 30,But Mug 3.2 "ON It' ON �Q 1 '3 .1251 G 0760 X.1w, 5*Bay Mull I .125' 46* 2.2 50' H lt(Xi Alurninum 1 32M I T&e Mullion Lj -30--t- t 3.2.5 6-aAymuLlION 3.2 TA13LE D '%'00 1 till,/ T 30*BAY MULLION 6053-TO AL6U M.. Mull Dimension PGTPad# 6 '(L T-,IV N I X-SECTION .........41 600346 ALUM (sheetil) V,/, X-SECTION Mullion SM.Clip Offset Clip U-Clip Angle Clip 11 X�v X,125'(10) SM64 -66il-12M 666241M EMISM '2 Z G I OFFSET CUP .126' 6063-18ALUM. I-X 4-T.-37F�1 i Swo 636112M 601123M 6rD=M 668510M No.wos -226" A TOPVtEW NOTES: �,q v-4 -740'- V X'r X.375-?(11) 66633 600i12M 6681123M 666242M C66519M z N CTIONS GNEN ON TI-IS SHEET, 1/j i26'Xa25-X.1l0(f(13) 20160110312 MSI127M 66W24M 6662410M 6MITS-LI t; 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIO AL RESTRI 12SIXa2YXX24�(14) 20181w3w mittl2am seeii2am esswim 6601 [I.2FXaS4'X.624'(15) 20162 6661117M 601126M 666241M I M 2)SEE SHEETS 10,11,13-115,19&20 FOR SUGGESTEr,APPROXIMATE HOLE LOCATIONS. X, �-1(1�') 60649 WA NIA NO 860i'10M 0 ONAL 1E 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degroa(20) 1 (ISM I NA I NIA NlA -idjjt�4 11111 %%N IVER,P.E O -WW.E.#58705 TABLE E Mull Dimension PGT Part# (sheetg) Mullion Sw.Clip 6 Clip Angle Clip 66602 66628110 666271M 6665112M It STANDARD CLIP I U-CLIP 2nANGLECUP 2-XV X 25'(17) 66604 668262M 666272M 6605113M 1.1 "IR I 0. 601,T(IALUM. F[j 08 33-TG ALUM 6063-TS ALUM.3- AL 4 F IDN 'T N X-SECTION moo, X-SECTION ua NOTES: 1)HCLES TO BE DRILLED IN THE FIELD FOLLOWING .125* A25" 125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. t U.1 T 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE T f w 0 :c HOLE LOCATIONS. to 3)ZEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 5.500* (0,._.. 0 CLITHERETO w 3.600,­---1 cRrATrr-CLIP, (9 m 2-coo-1 .376' C: I-SEE DETAIL F, 275' MIN. Z) 0 75 0 LU MIN. SHEET4 MIN. I - — (1) �i IT) -------- --- ----------- r---------------------if z w :c g, w no 5Z 4.000" Ei 3.43W 3,438" (3 1.) .250" 2'X4"X2T z ct 0) 02-COO' MULLION 3. 606$46ALUM. < a co U X-SECTION 375' z i L7------ ---------------------it t 'MIN. LD _j S2 _3 STANDARDCLIP 2X5 ANGLE CLIP 0 S2 <e /CENTER OF ANCHOR HOLE MUST'LIE 6063-T6 ALUM, FOR -FANICHOR HOLE MUST UE 6063-T6ALUM. m EL z (1) (n TOPVIEW Zl.�I CENTER 1�0 SLO U OU I_T Z—WI­r1I1NTHE DASHED BOUNDARY.SEE `­_­-1 —". E DASHED BOUNDARY.SEE TOPVIEVI SHEETS 16-ITFORTHL ANCHORD-C. T-11(1- SHEETS 16-17 FOR THEANCHORO.C. -w -DISTANCE MAXIMUM ANCHOR BOLE HD-MUST ANCHOR U ANCHOR HOLE F DIAMETER:ANCHOR DIAMETER.1116'. /;-;-T.E R DIAMETER+Via', SHEETS 16-17 FOR THE ANCHOR D.C. PRODUCT REVISED -5.500' DISTANCE MAXIMUM ANCHOR HOLE ..­p Ing with the Florida CUT HERE TO DIAMETER ANCHOR DIAMETER+1/19'. Building 11ocie 3'511. CREATE FZ IP. -376' E-0. NOA-No. 17-0630.01 SEE DEAL F, MIN.. SHEET4 MIN. a 51261,375- Expiration 126f2021 MIN. By r 101-4pade Product Control .00* 4.688. It Ht,,, LYNIv MULLION 6083-TB ALUM. X-SECTION No.58705 37+5' -------- --------— L---------------------j_fMjN- .1317 PC' STANDARD CLIP U-CLIP 2X5ANGLECLIP W6346 ALUM. 6 6A"'JM SD63-TS ALUM. z TOPVIEW TOP VIEW USED 2-X 5 ULL1&j;HEFT 17 /'0AIAL ,rOFv(EW A.L,4wmtaE1,P,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MUWON THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-00.0 PSF. NO ANCHORS IN FEW 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLETH E MULLION LENGTH IS 72-AND THE OPENING Vin D-N IS 3Z'+32+I-=65-.REFERENCINGrSH EET 25,THE COLUMN USING o an T— RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 13 AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-60.0.1SOLO PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 2A,SHEET 7,THE 1"X2.75'X.375'MULLION(LENGTH-72",OPENING WIDTH-70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58,3 PSF AND WOULD DETAILS. NOT BE SU TABLE FOR THIS APPLICATION, PRODUCTS SHEETS 2-3 FROM TABLE 4A,SHEET 8,THE 1-X 7 75-X.650"MULLION(LENGTH-72*.OPENING WIDTH-TO')RASA DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR TIRE LUON tCO4 OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY.REQUIRED OF 636 LBS.S. MU LDKITH 2)USE TABLE 40 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD cup WITH(4);E12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 886 LBS.THOUGH EITHER ONE COULD BE:USED.THE STANDARD CLIP 15 EASIER TO INSTALL. DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,Of MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS SEE APPLY-,0 THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE VV17H THE -i 241 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D § IN THIS EXAMPLE,THE DESIGN PRESS[IRE REQUIRED WAS-t-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTE RNATNELY. LU 0 NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF; ED ca LU to VOLL n�2T— (650,PSF)X 636 LEIS 524.9 LBS (MAY BE USED To QUALIFY v jo sTia scREvvs FROM TABLE 4s) OPENING WIDTH 71.1 PSI z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON 7ME JAMBS AND USES A CONCRETE HEADER AND SILL,THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A C) DESIGN PRESSURE OF-50.01-55D PSF. '2z FOR THE VERTICAL MULLION: REFERENCING SHEET 26, -'t: 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+7r+l-1 05'AND THE OPENING WIDTH IS THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN 7HE MULUON TABLES FORA MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-&W AND WILL to h-t- EXAM PLE Z MU L11PLE MULLIONSMEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0t.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, LU w 0- SEE DETARS, FROM TABLE*.SHEET 7,THE 1-X 2.75'X.376-MULLION(LENGTH-108".OPENING WIDTH-807 WETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-15.1 PSF Of 2 ;Z'; MULLMOT"r- SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. to co I -1 6 �* I LU < z 0 FROM TABLE 12A SHEET 16,THE 2-X 4-X.250'MULLION(LENGTH=108",OPENING VVID-H-8n FLAB A DESIGN PRESSURE OF+1.64.7 PEP WHICH EXCEEDS THE REQUIREMENTS C. KO) FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE JtE FENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE WLUFO UNIT,THE ADJUSTED OPENING WIDTH IS W+36-+2--74,NOT 73-AS PREVIOUSLY -00-1 m ASSUMED,VERIFY THAT THE DESIGN PRESSJRE 15 STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNA-.TVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCTS PRODUCT REVISED APPROVAL THE 73-DIMENS:CN(3,112'-35-11ri2*-73j. 3S Co!np1,yInp with the Florida Building Code CONCRETE SUBSTRATE.IN THIS FKAIAPLE,ASSUME THE POURED kl— 1 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE r NOA-Ho. 17-0630.01 VER41CAL"- Ii CONCRETE HEADER AND BILL ARE 9"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6%CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULLION''- -1- — — USING THE STANDARD CUPI-ATH(0)S1115-ULTRACON ANCHORSATAN EDGE DISTANCEOF2-W GIVES ANANCHORCAPACITY OF 1050 LSS WHICH IS GREATER,AND Expiration Date 05126f2021 LENGTH 'I,-SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 97!LBS. & DETAlt-S. MALE. OPENING SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2*X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER 81 NFORO 1z MULLION TYPE COULD BE CHOSEN. fmAj OMN Tr 1)THE MULLION LENGTH IS 36?MD THE OPENING HEIGHT IS 32'-72--2-=1 06'.REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED,FROMITABLE 12A,SHEET 16,THE 2-X 4-X.250-MULLION(9 LENGTH=42",OPENING HEIGHT-120')HAS DESIGN PRESSURE OF+;4704 PEP WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APFUCATtON.NOTE THEANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCt IOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBS-RATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE r d SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE W,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (4)aMiV ULTRACON ANCHORS AT AN EDGE DISTANCE OF V CAVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED K ANCHOR CAPACITY OF 521 LBS. lxutV LYNN 30',HORIZ. HORIZONTAL 4)FOR THE U-CHIP IN THE MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE u-cUp SHOWS THE ANCHOR n LENGTH MLE1 LE14GTH CAPACITY IS IOT4 LBS WHEN USING 3 ANCHORS,WHICH 13 GREATER,AND THEREFORE SUITASLF-,FCR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIU PH FOR VERTICAL MULL ANCHOR TYPE 13 A#12 STEEL SCREW, v~Z NO.58705' FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: .1-94.7 PSF FROM TI-E VERTICAL MULLION; 4 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU: +1-170 A� +1-170 0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION aNTERSECTIONI w 7F. THE LOWEST DESIGN PRESSURE IS 4(i4.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH TH13 MULLION SYSTEM.THE LOWER DESIGN PRESSURE,CF MULLIONS OR FENESTRATION cc 0 L PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN d X L '�INE P.E. WIT H THTHE INSTALLATION SPECIFICATIONS INTO RESPEGnVESUB3TRATES AND FENESTRATION PRODU 0CTSTO MULLION. - L 0 FL P.E.9 58705 ` _ i ~ � ^ ~