Loading...
HomeMy WebLinkAbout20-22605 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22605 BUILDING PERMIT PERMIT INFORMATION LOCATION]NFORMATION Permit Number: 22605 Address: 37409 WEDGEWOOD DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: WEDGEWOOD MANOR Est.Value: Parcel Number: 10-26-21-0120-00000-0740 Improv. Cost: 9,592.00 OWNEWINFORMATION Date Issued: 3/16/2020 Name: SAULL, FREDRICK JR & MARGIE Total Fees: 135.00 Address: 39146 OTIS ALLEN RD#106 Amount Paid: 135.00 ZEPHYRHILLS, FL. 33540 Date Paid: 3/16/2020 Phone: 740-360-8901 Work Desc: INSTALL 10 WINDOWS S/S CONTRACTORS APPLICATION FEES WEATHER TITE WINDOWS BUILDING FEE 135.00 k- ffispectio Required FOOTER 2ND ROUGH PLUMB_ MSC INSULATIO CEILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. a,,k aO� - <�,---- &, ?� ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER m ` City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: - Zee Site: 0 Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ =S1� This comment sheet shall be pt-ig h the permit and/or plans. MAR 1,.8 2020 Kalvin Swi er-Plans Examiner Date or and/or Homeowner ( e fired when comments are present) 613-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 c , Building Department Date Received Phone Contact for Permitting 813 906 _ 0131 1 1 1 1 1 1 1 1 1 1 1 1 1 Owner's Name Sault Fredrick J Jr&Margie D Owner Phone Number 740-360-8901 Owner's Address 1 39146 Otis Allen Rd#106 Zephyrhills FI 33540 Owner Phone Number Fee Simple Titleholder Name N/A Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37409 Wedgewood Drive Zephyrhills FL 33542 LOT# SUBDIVISION Wedgewood Manor PARCEL ID# 10-26-21-0120-00000-0740 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH e INSTALL e REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL DESCRIPTION OF WORK Replace Same Size Non-Impact:10 Windows BUILDING SIZE SO FOOTAGE HEIGHT BUILDING $ 9592.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ n' =MECHANICAL is VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER HVVY Weather Tite Windows SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 2119 W Columbus Dr Tampa FL 33607 License# ELECTRICIAN N/A COMPANY N/A SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address N/A License# PLUMBER N/A COMPANY NlA SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address N/A License# MECHANICAL N/A COMPANY NIA SIGNATURE REGISTERED Y/ N FEE CURREN Address N/A License# OTHER N/A COMPANY SIGNATURE REGISTERED YIN I FEE CURREN Y/N Address License# IIIIIIIII1111111111111111111111111111111111111111111111111111111111 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 subdivisionsNarge 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. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,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 roadways-needs ROW NOTICE OF DEED kESTRICTIONS: The undersigned understands that this 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 IMPACTIUTILITIES 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,WaterMlastewaterTreatment. 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 COMM NCEME T. FLORIDA JURAT(F.S.117.03) /. • / OWNER OR AGENT &C U CONTRACTO .�bscri d and swum to(o a ed before rry�e thi Sub ri and sworn to(or; rimed)before me tppis (Lby �� 9 2/f M �by I G IJAEG LLO L�AtNI�t o is are personally known to me or has/have produced Who is! re personally known to me or has/have produced as identification. as identification. N lic Notary Public Commi sion No. Commission I o. SIDE S Name of aantsdmastanr `PV PU •pavPoa'• SPENCER KASS MY COMMISSION#GG 121021 - ... ;, q EXPIRES:November 1,2021 ...f MY COMMISSION#GG 121021 '•F P;;°' Bonded Thru tJotery Public Underwriters =� o EXPIRES:November 1,2021 --- ---- 'F;,;' flended Thru Notary Public Underwriters 2119 W.Columbus Drive•Tampa,Florida 33607 J R T iit e 6% (941)870-0619'-,(813)908-0131 PURCHASE AGREEMENT mnm M606, (727)280-6029 e(800)640-3161 CGC#1515541 THIS CONTRACT made this 1L1 Day of �.g*wic�r.g 20J.—0 by and between Wcgtthei•Titq.(hereinafter referred to as"Seller") and Name: r"3 �Address: 3-,71409 bJg4eyM.,) plr City: State:. Pl— Zip: WE"YA Email: Pritinaly phm or , JN0-&o0-V%n1 _Secondary Phone: 2,C.0 (hereirafterreferred to as"Buyer") e Seller agrees to self,and buyer agrees to buy,all those mid"jals and labor nedessary'to:install the same as set forth in the following Specifications and in acicordigace with the Terms and Conditions below and with approximate measurement,;and specifications listed oa Exhibit A.and/or-Exhibit B. 1 e 10 EC11100,1- Co) eke) W)ghi)otas C-3 frvfiis�cz 4ernkst% WeAl, 0 lif>.. PC4 6 qLto 5 ef--g-,5 bfj'n tits I Ak A jll"40r, eef-�JS, 4 /)l 6e/ld e4-A —rP.5 sbperse-�Cer , 6!XfTC)Jed rA 4 gra,0 9, 6,n j5 t:-o "olds z41t 0) i0d C�NtItr- k4sk-f-, W/4-aS 46 Aea- gnk� Aml- &r R'Icsi i A.I AU fe-cef2 e -PL�cnr, Ae["b"y Installation does not include painting andlor staining. Ms price reflects all trade-ins,specials,and discounts. TOTAL CASH PRICE*$.9,�00 W* DO PAYMENT AMOUNT$ 2,F560 UNPAID-BALANCE.$ 6,156:�Q VJAIN C%xv,rsd, ar t AMOUNT FINANCED* Subject t0 credit approval dad ikristing interest rates ivith appl-oving inslittitioll. IF CREDIT,NO,OF MONTHS CREDIT CARD# CREDIT CARD TYPE IXP.DATE -BILLING.ZIP— CV2. 1.Any holderorthis;coristimer craditcommes"Is suble6ito all claims and derimses whicli the d6lor could assert against nIc.scilaorgooniq or savlas obtainco purmantbacto or with the proceeds bcmE Recoverybercuiniq byllic debtarsholl not exceed mouths paid by the deblorhaeunder.Venue oFfay6cni discropafiefes to be determined by WeatherTilo Windows Daly. 2.Buyatigreqs to ncccpt dcllvcry ornuarriah;aflamnica from Seller prilIC I.SIDIIIIiDn date.After 5.diys.pasI'th0 date orinstallition iflauYarefloscs toucapt dcllvai,n charge of2.5%per week shall be added as A storage fee.However,Seller shal:nol'Int liable for any delays mused by war.riot.strikes,nets crizibat,factory defects orothamuses beyond its control. 3.This nipreement-is for the benefit of,and shahbe binding Upon,the parties and their mcipccilve licim,succ ors­zmdossigns. 4.Buyer millio6as Sella to make inquiries ofolhas conceming credit hirommuion.including,but not limit idn,'pimurinil consumer reports from consumer reporting ager�cfn. S.-Any-bastall that thaidoesmilair"t th.tanum. "'grity,ofliroducts Is,and will be,considered a complete install and limcowna.agrca to pay in full at thnc or install.All services;will .reported to office,scheduled,and completed,with buyer understanding that all parts 016 rus4m,und thrin is needed for manufacturing.1 le memwner may wi Ithoid an amount equal estimated cost orcoffeeition from final payment tinly.Ppyrnerits,received shall be applied first to inicrast on all cuts landing invoices gofifthm to the principal amount or ifie ou�simuflng'involcc(s).Cusimnaagroes topsy m' I iarstof 1 112-A-per month(ANNUAL PERCENTAGE RATEOF 181/61,unlesspitiorwist,required by laV,on.the balance crony unpaid urfounts.If Cusimn"does not makLpaymem,Co"truclarihall he entitled to recover from customeran costs orcoiloction incurred by Canum sor.including nuagratay's goes,costs,and cxpensm Collection-malum; may be procc9sal lbrough Illignition or rulauplion.al[he sole discretion dfCantnictor.The white orcukonter to make proper payment to Contractor when doc shall entilla Colanclor,m)is discretion,to, suspend all wall.,sbipmmus antilorwarromics until full payment is mad;prianilmle this 6ramcf. 6-All Decd R Iricizd ChmmunitIcs,condos and humanvium Dssociation.membas must assist in approval ofpmducts.Any required approvalrare the sale responsibility'aftheligmw a. 7.Buyer is solely responsible fm moving fun itutc,rcmovt a and replacing blinds and my alarm systems near oranuched to any openingthetworl,is being perfenned.MatherTiLc windows will not be 10 linancially responsible fordamage orsucb Items,furniture,eindfor Room crony olha damage incurred by Buy",Bu*yvr')s lionicoi pro,porgy whatsoever. S.Boll,parties 29=Ilmi any dispute arising.root this ngrtfornent shall be kept pkite and confidential and not riled or monled in any Public mail.Thu Buyer agrees to keep this taInsaction and any issue arisi ngfirom this transaction pdvaw,and mat to discuss,Publish or.dimmilmic any information without prior written consent 017NVeathaTito Windows.A dispute arising from this contract shall be heard by on wititt.,agreed to by bod,part[-and paid for solely by the B.Ym 9.Shaul!Cunimclar employ an attorney to institute litigation or arbitration to enforce any of the provisions hereor,IQ protect its inter nest in any matter arising out afar related to this'Agreomeat.Contractor sl�.Il be entitled to may&from the Customer all of Its attorney's fees and cosislexpicases-ineurred therein,including attorney's fees,and costslexpeaws T I cogged at mediation,adminlarn live,appellate or thardiroptty proceedings. I 0.71io sole"ecia ion to binding arbitmalkni sfiall be for non-p3ymml,in ivhI9h.cnsel Weadiali de at its sale discretion may r6quest lirbitiation orany other means a]lowid by law, I!.Any end a)I bounced cheeks will be charged bounced check Fee orS30 or the maximum limountallowed by Cory,Should a centmet have to go recollection biiyer shall pay two times the collection fee in coned and any legal crother fees incurred by Wcailia Tine 12.Weath"The is not rapardible for rebates,tat credits andfor any othei 3rd party.programistrincetaives. 13.Should wail,aTin.1V.mg.ws rmvmcjvc Nil payment oetheA.vt on harea.1hoind.Abrany reason,including.a6mcd upon reductionsi.in the contract mount.Your warranty'From weather Tiu:windows 'lull be null and:void,your only%varronly shall be the mindmurn I year its required by law where upplicablo. 14.contmetor disclaims all liability fpr all claims under this contract andfor%"=my,disputes,rights,losses,ilmdg;rs,cauta of actiont or contrurris fes("Claims")painining to M old,Zromh or mold, 'mildew,fungi,thavala,or any orgaidsm on any surthce or the window,door,or strucluna,(whathcron the exposed or unexposed surfaces),Including_Claims arising'aut oforrelatins to the deltegion, jente%pl,disposal,or rome&tion crony Draw,olGvc,whether those Claims ariic In law,equity,contract.warrenty,tort,or flacicral or suer stat.ulory claims,and%v.liethathosc Claims a c based an the acts or omissions orContracturor individuals or cotidiis under Contractors control.Tic Customer is solely linblearid responsible for all damages,whetfier actual or consequential;caused by.ay orthc abovo and incuffed by Customer.Contractor or fund panics. 15.Commotor shall not be responsible for additional costs required due to durexistence cruaiiiies,Am insulation,dclai6ruted structure ar other submurace or latent cionditions,that are not discima in ,V,ituis to Contractor.Should'commled or unknown.condilime;in an existing simclurc be at variance willi ca.mlitiqns itidiciacif in the description of the work to licyalommcd from those ordinarily encountered nil generally recognized as inherent id work Dfthd chandler provided for in i1iisAgreMeni,the Agreement pr ice shall i;o equitably adjusted notice thereof from the Clogntrocia to the Customer. p I ti.Conimclorand Cilstmer agree to allomic certain of the risks so thn%,to the fillest cxtL%l permitted by Idw;Conupcior's total 2i;&b9awliability to Customer is I inital to the dollar amount of the Apecivert'lla any und 211 Injuries,damages,clalms,"pemes or cle?in cipenscs including Inionabys,feet,costs a ad o:xpetnes'easing out oror relating to this Agreement mgaMlcss o r%vhclhcr it is based In warranty,tort,comnict,strict liability,negligence,error,emission!,or Imn.I uny.other cause or Downs. 17.6ach provisian Draw Arminem shall be construd as if both inittics ffivitually dialled ifilsAgrectionna.No prtxvitifmi Drills Agreement(or the application of Ill Is held by a court or mbilmlor to be Invalid pi nnenfureagble,that provision will be deemed sep.mble1bam the remainingpmVisions oribe Agreement,will be reflarmallenfionced to the extent thin it is valid and mfurceable,and will not afka the validity or interpretation or,the othaprayisions or The applicaticni crawl prolsigm 10 a Person or c1reemstance;.which it is-valid and.enfincable;Headings arc Imr convenicnice'oni.y.and to nut affect interprcualon.This Agancritentrecords the mike agreement of the parties and Supersedes any prcvmus.or urkderttanding,or rclues&ntaticip,aril or Written,by the parties.All docunnuitstexhibits referral to in this Agm6nerif we an inleg.ml lung ofilic AgreepictIt and am marporalciflay.reference. BUYER ACKNOWLEDGES RECEIIIVOF AN EXECUTED,COPY OF THIS AGREEMENT.BUYER HEREBY AGREES TO THE-TERMS AND CONDITIONS OF THIS'ORDER. BUYER ACKNOWLEDGESTHE RECEIPT OF A TRUECOPY OF THIS CONTRACT,DISCLOSURE STATEMENT,WARRANTIES,GUARANTEES;NOTICE OF RECISION OR. NOTICE op,CANCELLATION. ALL CONTRACTS SUWEdTTO OFFICE APPROVAL:WEATHERTITE WINDONVSA DIVISION OF HOLLANDER EXTERIORS,INC. BUYER F/11�ln - 9S9 BY: G BUYER SS# BUYER'S RIGHT TO CANCEL YOU,THE BUYER,MAY CANCEL THIS TRANSACTION AT ANY TIME-PRIOR TO MIDNIGHT 0 F TH E THIRD BUSINESS DAY AFTER­ THE DATE OF THIS TRANSACTION.CANCELLATION BY THE-BUYER AFTER THE R I GHT TO RESCIND HAS PASSED,SHALL BE DEEMED A MATERIAL BREACH OF THIS AGREEMENT AND ENTITLES THE CONTRACTORS TO DAMAGES EQUAL TO(SO 9/6)FJI,-r.Y rERCENT OF THE AGREED CONTRACT AMOUNT. Dh!rIbudannVVhIIc:0I1Ira Yclfow.pu)er Pink:OLD= ItITMIGA 04114 f � � oo� Sct�� � GIa Lauren From: Preston Clark<preston@wtwindows.com> Sent: Tuesday, January 28, 2020 4:41 PM To: lauren@wtwindows.com Cc: judyh@wtwindows.com; ken@wtwindows.com;tom@wtwindows.com Subject: Fwd: Change Order Begin forwarded message: From: Fred Saull <fredsaull70�a7,hotmai:l.com> Date: January 28,2020 at 4:32:10 PM EST To: Preston Clark<preston u,wtwindows.com> Subject: Re: Change Order I, Fred Saull,understand and agree to the changes of the gray tint added to the other 8 windows ordered.The 2 kitchen windows were already ordered. From:Preston Clark<preston@wtwindows.com> Sent:Tuesday,January 28, 2020 4:27 PM To:fredsau1170@hotmail.com<fredsaull70@hotmail.com> Cc:tom@wtwindows.com<tom@wtwindows.com>; iudvh@wtwindows.com <iudvh@wtwindows.com>;kenC@wtwindows.com<ken@wtwindows.com>;lauren@wtwindows.com <lauren@wtwindows.com> Subject:Change Order Good Afternoon Fred, This email is to change: -All windows to have gray tint. •adding an additional$92 onto the remaining balance. All other aspects of the previously signed purchase agreement are to remain in its full effect. If you agree to these changes please reply with"I,(your name),understand and agree to these changes Kind Regards, Preston Clark m v Plan Review Windows & Doors 1.) Need, manufacturing installation specifications: 2) Must meet sections.R308 and R612 of the.2017. F.R.C. 3) If windows are to be installed inside the historical district;they will need to be approved bythe.historical committee: .4.) No other work shall be permitted (foaming; plumbing;'and mechanical) unless otherwise* ,specified: 5.) This is for replacement (glass-for glass) only. If you wish to change from screen or vinyl windows to glass;then additional information is required. 6) All windows:to wall connections shall be left visible for inspection. 7) All.labeling and stickers shall remain on windows until final inspection. &) No work_shall:start without permit first.. INSTR#2020025691 OR BK 10053 PG 1588 Page lo!"I 02/1412020 11:49 AM Rcpt 2135554 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-5owles,Esq.,Pasco CountyClerk&Comptroller Permit Number Parcel ID Number NOTICE OF COMMENCEMENT State of Florida County of THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance villh Section 713-13 Of the Florida Statutes,the following information is provided In this NOTICE OF COMMENCEMENT. I.Descirlpficin of property(legal description).' ID—QLo:aL7 ' —C a)Street(job)Address: 3—JAL)q W!� vvaod Dri Ve -z-f- EL Z�55-4*L-- ZGenerat description of improvements: eplace size for Size Windaw3— I 3.Owner Information or Leasom information If the Lessee contracted for the improvement: a)Nance and address:Fyt jkfL- Z W qE J-x aL j4e AEZ-Tb4�h,�11— b)Name and address of fee simple titleholder(if different than owner rioted above) q)Interest In property: Ownsf—.. 4.0ontractor Information a)Name and address: Weather Tite Windows 2119 W.Columbus Dr,Tampa,FL 33aV b)Telephone No.: 8113-908-0131 Fax No.:(optional) 813-906-0134 S.Suraty(if applicable,a copy of the payment tiond is attached) a)Name and address: EA b)Telephone No.: Amount of Bond: $ 6.Lender a)Name and address: NIA b)Taleplione No.: 7.Persons within the Stato of Florida designated by Owner upon whom or ocuments may be notices other d served as provided Fj3§5—arion 713.13(1)(a)7.,Florida Statutes: a)Name and address: NIA b)Telephone No.: Fax No.:(optional) 8.a.ln addition to himself or hamelf,Owner designitai of to receive a copy of the Lienor's Notice as provided in Section 711-13(1)(b),Florida Statutes, b)Phone Number of Person or entity designated by Owner. NIA 9.Expiration date of notice of commencement(the expiration date may not before&e completion of construction and final payment to the contra4a;but vAl,be i year from the date of recording,unless a different date Is spaciffed): 20 WARNING TO OWNER-ANY PAYMENTS MADE 13Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT-A KRE A' � CONSIDERED 1111111PRIDPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 7113.113,FLORIDA STATUTES,AND C-==RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON POSTED . 0 THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER. OR AN ATTORNSY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing Tiotick,of commencement and that the fasts stated therein are he b the best of my knowledg1k aw belief. —(PninlNeme and Theforegoin InstrUlneinuasacknowled ed before me this -1c�_� day of 20 aV by _ as (We of auhft a-q.officer,trustee,aiionpy in fact) for WeatherTileWindows as Contractor ttttllllMlt fp %Pe chaulhoritY e.g.of�fir for R_ (name of party on behalf of whom Instrument vie�td,%'4sjok '�N PersonallyKnown Produced ID F"i Type of 10 DL Notary Signature — Print name 7-- tv, ;1z eepla,ce s/S Nj eather Tite Measure Sketch Sheet Customer Name/Number �C �` � FL Product Approval ND�I I^I-D�Q3D "VLLi3�•v� All 1VOP-j-MPCtC-f Exposure �� Size for Size Re lacement: Yes No,,,.�?I 01 low- ull t ?_F7 �-7 i 177- A,A:Q . . M1AM1-DADE MIAMI-DADE COUNTY p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF.ACCEPTANCE (NOA) www.miamidade.gov/economv 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-"DH=54d0"P.vC;Do'ulile dung Vi'ndov ,I APPROVAL DOCUMENT: Drawing No.MD-DH5460-01 titled"Double Hung Window Installation- NI", sheets 1 through 12 of 12, dated 05/15/15,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 NOAt#16-0714.08 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. NOANo:;17-0630.0 MIAMf D E COUNTY Expiration Date: September 17,2020 '®�����7 Approval Date: November 02,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBlNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections, f (Submitted cinder NOA No. 15-0812.03) 2. Drawing No. IVID-DE5460-01 titled "Double Hung Window Installation -NI", sheets 1 through 12 of 12, dated 05/15/15, 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`s NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, f 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. 16-0 714.08) 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 masked-up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0812.03) C. CALCULATIONS 1: Anchor verification calculations and structural analysis, complying with FBC-5=' Edition (2014) and FBC 611 Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed'and sealed by Anthony Lynn Miller,P.E. (Submitted partially under NOA;No. IS-0812.03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER), an erez,P.E. Product I tro xaminer NOA .17-0630.09 Expiration Date: September 17,2020 Appr6val Date: November 02,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTMUED) 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 09115116, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for.their"Performance 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 51 Edition(2014)and FBC 61b 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 8/6/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0812.03) 4. Proposal No. 16-0115 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted tinder previous NOA No. 16-0714.08) G. OTHERS 1. Notice of Acceptance No. 16-0714.08, issued to-PGT Industries, Inc. for their Series "DH-5460"PVC Double Hung Window-N.I." approved on 08/26/16 and expiring on 09/17/20. 6Q,Of 0 J�-Ok Manue P rez, .E. Product Control xa finer NOA No. 1 - 630.04 Expiration Date: September 17,2020 Approval Date: November 02,2017 E-2 ' DESIGN PRESSURE RATING IMPACT RATING 52-1/8"MAX.BUCK WIDTH VARIES PER REINFORCEMENT .NOT RATED FOR LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE 82-1/8"MAX.BUCK WIDTH SHEEP SEE 3 MAX.O.C. 12"MAX. 52.110"MAX.BUCK WIDTH — I SEE SHEETS 1-1/4" B.SEE_ 28-1/8, A,5�r_. _ ., 12"MAX. — �r SHEET 3 —MAX.O.C. IT MAX. SHEETS J i7op SASH VISIBLE � �_ 52.1/8"MAX.BUCK WIDTH SHEET4' —� � 8&9 1 LIGHT WIDTH 28-1/8^ _ .1 A.SEE_—_ _. h 86.338'• B,SEE _. —MAX.O.C. `I�—IT MAX. C.SEE - I SHEETS II 12"rMAX. / TOP MAX SHEET3 SHEET4 ° I '• — + I SASH BUCK 1 EQUALLY I T A.SEE--' 112MAX.EQUALLY I 15.112"MAX.O.C. SPACED j I 1LIGHT ISAI "MAX.O.C.HEIGHT SHEEr3'SPACED ANCHORS PER I III TABLES 5&7 I HEIGHT — E PER QUALLY ED 11112'MAX.O.C. I l ANCHORS 6&7 I / I ANCHORS PER 1 X j I / 84• X i i I-1 84, X i' TABLES 6&7;.. I I M62"AX. a X I L BUCK �J M AX. �_ HEIGHT X I 1D"MAX O.C. HBUCK EIGHT X_ 10'MAX.O.C. I 1D"MAX.IO.C. BUCK AS SHOWN ' X i i �. , y HEIGHT X L� (86.338„ _ g_OTTOM _ , I I 13—BOLT IMAX.O.C. i L--/77 MAX.) j 13.S07"MAX O.C. EQUALLY /7 SASH 13.807"MAX D.C. EQUALLY,_ "/ j EQUALLYI I VISIBLE SPACED 7' ! / SPACED1 i�_ SPACED LIGHT —'�— ANCHORS PER I r SEE T I L ANCHORS PER' I / ANCHORS PER HEIGHT - TABLES I i SHEETS J f TABLES6&7I I A I TABLES6&7 I A I I /// 1 A 8$g C 1 I 11 I Jy.. 8-1l2-MAX NOANCHORSATSILL `R NO ANCHORSATSLL _J NO ANCHORS AT SILL J B� ` j SEESILLWEEP- B�— SEE SILL WEER B-� SEESILLWEEP- D- ---•-- 1-1/4"•—+-� r SEEBILLWEEP- -NOTCH DETAILS, BOTTOM SASH VISIBLE `r�NOTCH DETAILS, 1-+ 54'MAX BUCK WIDTH -NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEETS SHEETS SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-CITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOMCOTrAGE CONFIGURATION-UPTO ANCHORED THROUGH THE NAIL-FIN - GENERAL NOTES:SERIES 5460 NON-IMPACT RESISTANT DOUBLE HUNG WINDOW 75^HEIGHT SEE rAeLEsaa (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(HVHZ). 2 SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES.......................................-........1 ELEVATIONS............................. ..............._._..1 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS 8 ANCHOR OPTIOPTIONSS................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION.INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS ES................................................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............._...........................S-7 ANCHOR QUANTITIES......... 10 _ SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. """"""""""""'"""' 0)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILESST...................................10 ASSEMBLY&PARTS LIST...................................11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT -ASTM E130D-09 BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. .AISI S100-12 PRODUCT REVISED — 10)REFERENCES:TEST REPORTS FTL-8006;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •AISC 36D-10 - Bw6J.'ng' I�Lhe FIxMe G.rdc SHADES OF CAP COATED PVC EXTRUSION NOBS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUMGN UAL Arcgnanco No .Og7�r1 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, x� �(LYN //i Revision: Expiration Do[a rr �\ARN'cEmsN��l : UPDATED TO FBC 2017.-JR- B r USER INSTRUCTIONS: 0 S '.l �'• •fC M Dade Prudect Cn•.#r 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGSDESIGN PRESSURE REQUIREMENT FROM ASCE 7. Q.' '•� � 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE I T� INSTALLATION CONDITIONS. _�.: No.58705 *= 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 Doecription; Drana W. OPENING OBTAINED IN STEP I. �� •. 1o70TECHNOLOGYDRNE GENERAL NOTES&ELEVATION J ROSOWSKF �./ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 0 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS O STATE [V; N.VENICE,FL 34275 .f� TiHa: Data: FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. %� ••.F[ORIDP.. �` (941}480.1600 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. / s \`G // `` PGTGOI DUSUsm,INC. Sertes/uodel. Scale: sh-L Draw�np No. Rer: NDTE:DESIGN PRESSURE RATING OETER(AINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JCHANNEL,FLANGE, ///I 11111 AuwGltls RESERVED INTEGRAL FIN OR EQUAL LEGIBOX). ALYNN MILLER,P.E. DH-5460 NTS 1 OF 12 MD-DH5460-01 B P.E$56705 CERi.OF AUTH.A29296 TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame class Frame Type Description(Lltsted.from Exterior to Interior) Table# Sheet# Types options eon8gs. Installation Options that maybe used 1 3/4"I.G.:1/6"A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap 4 6 (see Fig B) (gas Table 1) (see Fig A) 2 3/4"I.G.:118"T Exterior Cap+112"Air Space+1/8"T Exterior Cap 4,5 6,7 Equal4jfte, into R Wood FrarnsiBuckstrip-sheet 3,option 1 3 3/4"I.G.:3116A Exterior Cap+3/8"Air Space+3116"A Exterior Cap 4,5 6;7 GL AZING NOTES: - Flange Through the frame ....Into Concrete/CMU-sheet 3,option 2 _ "A"=ANNEALED �) 1-4 Odello&Cottage e ew cftha window...... •...throw p gh lx euckstt into ConcmtwcmU-street 3,op on 3 4 3/4"I.G.:3118"T Exterior Cap+3/8"Air Space+3116"T Exterior Cap 4,5 6,7 -r=TEMPERED ,;..into Metal-sheet 3,option 4 ....Into ZX Wood FremerBuckstrip-sheet 3,option 1 Box/ Equal-LHe. Through the game ....Into ConcretefCMU-sheet 3,option 2 Equal-Leg 1-4 Or1eI/Prodaw of the window...... ....through 1X Sucksutp into Ccncrete'CMU-sheet 3.Option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME (#4) &Cottage Group Anchor Substrate Min.Edge Min. ....Into Metal-sheet 3,option 4 Distance EmbecimenY Through the into 2XWo0d FrmnelBucksttp-sheet 4,option 5 P.T.Southern .Ina G=O. ) 7/16" 13IB" J-Channel Equal-Lite, integral 0n...... ....Into Metal-sheet 4,option 7 ( 1.4 OrieI/Ptokew #10 SMS Steel,A3ti 3/8" 0.050" PI) &cottage Through the came Into 2X Wood Frans Bucksttp-sheet 4,option 6 (steel,18-8 S.S. Steel Stud,A653 Or.33' 3/8" 0.0451"(18 Ga.) of the window...... Into Metal-sheet 4,option 8 or 410 S.S.) A Aluminum,6083-T5' 30 0.050" E Through the ....hto 2X Wood FranlelBuckstdp-sheet 4,option 6 1-4 O P.T.Southern Pine(SG=0.55) 7119' 1-W Integral Fin IsPo4e, integral tin...... •,,.into Metal-sheet 4,option 7 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-W (03), &Cottage Throughflame the me ....into 2X Wood Frame/Buckstlip-sheet 4,option 6 Ungmtded CMU, ASTM C-90 2-1/2" 1-1/4' ttage d the window...... ....Into Metal-sheet 4,option 8 #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1-3/8' Steel,A36" atir 0.050° (Steel,18-8 S.S. Steel Stud,A653 Or.33' 3/8' 0.0451"(18 Ga.) FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 410 S.S.) g Aluminum,6063-T5' 318' - 0.063' Dt� 114"steel Ultracon P.T-Southem Pine(SG=0.55) 1" 1-wir 1/4'steel Creteftex P.T.Soulhem Pine(SG=0.55) 1" 1-18° IW steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-3/8' Concrete(min.2.85 ksi) 1° 1- / BOX OR 114"steel UlffaCem 3/4 q / �/ FLANGE EQUAL- , C e Ungrouted CMU,(ASTM C-90);, 2-12' 1-1/4° � /N � LEG 1/4°steel Creteflex Concrete(min.3.35 ksi) 1° 1-3W Y ° 11W steel Ultracon Concrete(min.2.85 ksi) 2-12° 1.3/4 EQUAL-CITE ORIEL COTTAGE r-- 1/4'steel Creteftex Concrete(min.3.35 ksi) 2-12" 1,14° �e D Ungmuted CMU,(ASTM C-90) 2-12" 1-1/4' 1/4"steel AggreGatoi Concrete min.3.275 ksi 1-112 1-/a° Material Min.Fy Min.F" Grouted CMU,(ASTM C-90) 2" 2" Steel Screw 92 ksl 120 ksi •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 18-8 Screw 60 ksi 95 ksi 1 0 3 O 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 410 Screw 90 ksi 110 kai J-CHANNEL INTEGRAL Elso Aggre-Gatott 57 kai 96 kai FIN q Ebo U6raCon O 166 ksi 177 kei 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi ❑ TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN 6063T5 Aluminum 16 ksi 22 ksi A36 Steel 36 all 58 ksi t� Min.Edge Min. Gr.33 Steel Stud 33 kai 45 ksi �o �o PRODUCT REVISED Group Anchor Substrate Distance EmbedmenC mplyiode da Ftatida BAi E 2-1/2"x.131"Gammon Nail P.T.Southern Pine(SG=.55) 3f8° 2-7116' u rdns c"cde n�-psnce Na 1 - 2-12"Rim¢shank Rooting Nall P.T.Southern Pine(SG=.55) 318" 2-711fi° [ioa 6.de P.T.Southern Pine(SG=.55) 11T lyre ��.`A pNY LYNN��,�� RANCHORS RE-GROUPED.-JR- By #10 Trusahead EMS `` 0CENgF••,(� i M Lode Product Aluminum,606345• 318" 0.050" >n 06/06/17 (steel:l8-BS.S. •-.'f1 Steel Stud,Or.33' 318° O,D451°(18 Ga.) No 58705 _ cr410S.S.) _*; F Steel,A30' 318` 0.050" _ *_ grown W. P.T.Southern Pine(SG=.55) 9/16' t3/a" ='C oesmplwn: 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SMS p ((/ N.VENICE,FL 34275 Aluminum,6063-T5' 31a" 0.063' (steel,I"S.S. Steel Stud.Gr.33' 3/8' 0.050" %�'�•'•. OF �- (841)48D-1600 Title: 05 oratos.s.) .�`s;'"?oR!o EN� DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36' 3/8' 0.050' �,s' G.`% crmrntaxreanr 'k11N.OF 3 THREADS BEYOND THE METAL SUBSTRATE. r!7 ONA(. AA��` P9fo Sef afr . Res. KUHFMOEn am1od A.LJ4ZIII A,P.E. DH-5460 NTS 2OF 12 MD-DH5460-61 B P.E.#58705 CERT.OF AUTIA 929290 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. SUCKSTRIP INTO CONCRETE/CMU. OPTION T EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH - EMBEDMENT SEE FRAME INTO 2X WOOD -► a- 1/4"MAX SHIM - FRAME OR BUCKSTRIP. �- -- T _ 16 1/4'MAX SHIM -+{ SEE NOTE 2.THIS SHEET. -� VISIBLE EDGE FLANGE FRAME - EMBEDMENT EDGE T Ord 16 LIGHT WIDTH 17 ❑ ,TT DISTANCE DISTANCE SHOWN - _ D O BALANCE - -- ---� 44 TYPE BOTTOM (II1'�I VARIES SASH tv" TYP.ANCHOR Ir+ �SHIM M TYP.ANCHOR TYPE, 42 WITH SASH --Q + TYPE, TYPEMBEDMENT AND WEIGHT 54 EMBEDMENT ✓ EMBDMENT ND E, EDE .moo . EMBEDMENT AND EDGE DISTANCE PER 31 III AND EDGE DISTANCE PER SUBSTRATE, :° DISTANCE PER LLLLJJJJ SUBSTRATE, TCPI! EDGE SUBSTRATE, 16 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. D SASH I DISTANCE SEE TABLE 2, I` SHEET 2. d o VISIBLE CFLANGE ^��- LIGHT WIDTH D EQUAL FRAME 10 B7 12 LEGIBOX 73 19 NOTES: .SHOWN FRAME EXTERIOR VISIBLE 20 OPT._SASH TOP � - BUCK WIDTH SHOWN r. LIGHT LIFT RAIL 1)USE ONLY HORIZONTAL_ SECTIONA-A u SUBSTRATE-APPROPRIATE HEIGHT j ANCHORS LISTED ON TABLE 2. 48 SHEET 2.FOLLOW EMS.ANY TAND49 DADE APPROVED MULLION.FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. WINDOWS:I INSTALLATION OPTION a I 21 FOR ALL EDGE DISTANCE TIO S.N SHOWN MAY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLE 2,SHEET 2. �I I ANCHOR @ BE USED ON ANY SIDE OF THE 15 3.5VFROM WINDOW. 1/4"MAX. END AND AT_ SHIM #10.0_R#12STEEL ___ __ __ ___ U4- 45 46 47�--- CENTER. USED INTO WOO AS P MAYBE- - - - - / - - - -- - - - - - - - - - - R SELF•DRIWNG SHIM BUCK- ll __ _ _ __ _ __ _ _USED INTO WOOD AS PER TABLE 2_, � BMS(GS),SEE -�- - HEIGHT \� �5 WINDOWS SHEET 2.ALL WOOD BUCKS LESS 50� a I 16) \ OVER 36" THAN I-V2"THICKARE TO BE ❑ TABLE 2, D� J WIDE:ADD CONSIDERED 1X INSTALLATIONS.1X SHEET 2. EXTERIOR 30 T ADDITIONAL WOOD BUCKS ARE OPTIONAL IF aT1 SCREWS UNIT IS INSTALLED DIRECTLY TO ' @16�gEND. SUBSTRATE.WOOD BUCKS VISIBLE DEPICTED AS 2X ARE 1-10 THICK FROM LIGHT � OR GREATER.IXAND 2X BUCKS HEIGHT (WHEN USED)SHALL BE DESIGNED IIr�Ir- IIf�I� ss U qI U q I TO PROPERLY TRANSFER LOADS TO FLANGE L EQUAL 16 TESTED UNIT STRUCTURE.WOOD BUCK FRAME LEGIROX LOCATION:65/8" DESIGN AND INSTALLATION IS THE SHOWN O FRAME (2OR a 64 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN INTERIOR OR ARCHITECT OF RECORD. f l I._.._ u WEEP -a EXTERIOR NOTCHES AT 31 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n INSTALLATION EACH END. 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 _ - OPENING)IS MEASURED FROM ?RODUCT RGVISW BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH "mpiytng+viL>a ttw Florida 8 FRAME INTO METAL FRAME INTO METAL 20do g C dt AclpRevision: Lxyiatico Date ' .` NY LYNN ', EQUAL-LEGIBOXr1/4'MAXSHIM �` �,� h� '�, NO CHANGES THIS SHEET. �x FRAME SHOWN o C1�,•'• VIGENSF•.�(( Mta:ai ie pro:iact Ca a VISIBLE LIGHT FORMULAS Q-;' •.F� .27"X 1.25' WIDTH 1� No.58705 NO ANCHORS = *= 0 i WEEPHOLE REQUIRED IN @SASH:BUCK WIDTH-6-112" _ /: _ Description: Drawn By: _ WICOVER@ ° @ FIXED LITE:BUCK WIDTH-7-1/2" t�( = 1070TECHNOLOGYDRVE FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI- 2.87"FROM`^J .+� FLANGE OR Q'` , `- - EQUAL-LEG O STATE O N.VENICE,FL 34275 1 EACH END. HEIGHT(EQUAL-LITE)FRAME SILLS BUCK HEIGHT/2 /8" �C�` R20RIDP.•' ��� (941)-480-160U RBe: Bate ssi .-.••- •NG�\� �P>7aaR1a24,7 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 VERTICAL SECTION B-B PaT IN0MSME6,NC. $�riey�pdEMMeL Scate: Sheotr Drowfng No. Rav: A RE 58705`P,E. R.OFA aH.#M DH-5460 NTS 3 OF 12 MD-DH5460-01 B P.E.#58705 CERT.OFAUTH.#28296 I y 314"NOM. --�{ 314"NOM. �•�— SILICONE HOT-MELT BUM I - STRUCTURAL STRUCTURAL SILICONE 3116•NOM. 1/8"A GLASS 1/8"T GLASS POLYISOBUMENE 1A"NOM. FOAM WITH DESICCANT WITH 1/2"AIR SPACE 1/2"AIR SPACE DESICCANT 1/8"_A GLASS 1/8"T GLASS ExT.GLASS EXT.GLASS a EXTERIOR a ExTERIOR BIT TY.GLASS � 76-79 � BITE TYP. 78-78 76-79 73 74 INT.GLASS INT.GLASS KODISPACE SUPER 31 8U O Tm GLASS TYPE 1 GLASS TYPE 2 EXTERIOR 75 4SG TPS SPACER NXT a 38 -30 0 ALUMINUM 314"NOM. 314'NOM. `•. ° •° REINFORCEMENT POLYIM DESICCANT FILL AREA TYP.GLAZING DETAIL BUMENE 5116"NOM. 4116"NOM. SEAL 3/1b"A GLASS 3/16"T GLASS - - BUTYL& - - - ---- - - - - --- - -- -SILICONE SEAL-- - -- - - - - ---- - DESICCANT ROLL-FORMED 3/8"AIRSPACE 3/8"AIR SPACE _ _ -. -- - -STAINLESS STEEL-� --- -- - - - -- -- - - - -- FOAen - 3/16"A GLASS - - - - 3/16"T GLASS EXT.GLASS EXT-GLASS a EXTERIOR a EXTERIOR INT.GLASS 76-79 76-79 INT-GLASS DURASEAL'& XL EDGETm 70 SPACER 79 SPACER GLASS TYPE 3 GLASS TYPE 4 Part# Description Material PRODUCTREVISED a6 c mpi*z with the FImIda 76 Kommeriing 4SG TPS Spacer System *.N14 77 Quanex Super Spacer nXr with Hot Melt ButylSee this 78 Quanex Duraseal SpacerSheet foryLYN j`'.7s Cardlnal�Ed eS scar Materials �aN !! NO CHANGES THIS SHEET. 9 p .•' %GENs ! REFER CE TEST REPORTS:FTL-8717, 968&8970 Q�' 6 •�� * No.58705 *_ Drum W. io7oTwHNOLAGYDRIVE GLAZING DETAILS J ROSOWSKI- �O� N.VENIM FL 34275 STA�fE� F :••�f/` .- F Hero: Hots: GLAZING NOTES: �(C`S'•.,�OR10P.•'•G\`; t9°1�"B° o�7 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 'rTEEMPEED=TEMPERED �iS/ONAL E? Parr ate• SW-I odak s�oro: sn�e: n,o�r„a Imo. Rar A.L4bwi�'u�'R•PE. DH-5460 NTS 5 OF 12 MD-DH5460-01 B PEX 58705 GERT.OFAUTFL#29280 TABLE 4: a-TvP : Bottom Sash B�� Fin61 Design Pressure Qbslft� 1,A3Aa DMIP0m for 17� Sash New Po6lbtnm+la R"Ve6 Wlndaw 00 vv maw BUCK vwh m t.v.tat Hei0MSh0am a 18 24 32 1 36 11 48 1 U-125 24 !W_84te 11.W +50A -100.0 +5p.0 •t00.o +50.0 •CODA +50.0-1000 +5a.0 -100.0 +50.0 T-O +50A -86.0 SI8n0aro canape 13.317•16.516 •50.0 -100.0 +50.0 -1000 +50.0-104.0 •50.0•1000 +SOA -100.D +50.0 419A r50.0 -82.0 .. 28 Ecma"te 11.517-13.516 +SD.O -t00.0 +60.4 A00.0 +50,0 •1000 +W.O-100.0 +6p.0 -t00.0 +6AA -100.0 •fAA -96.5 Smnded Pmkw 7t26e-11.516 +50A 100.0 +500 -100.0 +'AA.1000 +50.0.t04D +wa-100D +%0-itliA r5o.D b4.0 Tallest 21577-24.69t +50.0 -100.0 *sous-106.0 .60.0-Iaa. +50.0•100.0 +57A -m.a +So.D 79.a +SDD aaA HEADER Standerd CctlaOe 18.017-2L516 +50.0 -np.D +SDo •YDOD +50.0 A .0 +5DA-1000 +WD -100.0 +W.0 -03.6 +5D.0 -Ti.1 37.375 Equal-6m 15.017-1O.018 +50.0 -100.0 +50.0 ADOA •50.0 '100.0 +50.0-100.0 •6DO -100.0 +60.0 -682 +50,0 -77.7 23 Sim:dsdPm4ew 11.517-16,016 +60.0-700.0 +50.4-1080 +:A.4 aanD +50.0-tODA +50A-100A +500 4385 +5JA 77.8 Stedest 11286-11.518 +5Q0 .1001) +50.0-100D -00 400.0 +50.0 -1000 +60.0 400.0 +50.0 ^Ba.4 +5D.O 4i0.5 TOP Tallest 29.517.31,516 +50.0 -"DO +50.D 473.5 +5DA ✓a-8 +50.0 -92.5 +60'0 •92.8 +50^0 a72.9 +SD,D -T4.0 SASH ' Cusmm She M517-21516 •500 -100.0 +50.0 -100D .50.0-100.0 +50.0 -Y00.0 •50.0 -100.0 +60.0 79.6 +50.0 -71.2 HEIGHT star�a4xlLesa 23.517-28.516 -MO-100.0 +sob•100-0 +sB.D aDD.o +54.0-t000 •600-IWD •50.o 48.1 -500 74.0 MEETING RAIL 44 Eenai-6te 2D.5t7-23316 +50.0 -1000 +504 •t40D +50.0.100.0 +50.0 -1008 +50.D *9.3 +50A 77.4 *56.4 .9.3 custom She 18.016-20,518 450.0 -100.0 r50.0-166.0 +500 Amo +500 -100.0 •5D.0-100.0 400.0 -78.1 +SD.D -"A 24 Sfondazd PmLL¢w 11.517-14013 +50.0 -100.0 •50.0 -t00A +500 -sra +50.0 -97.8 r50.0 -07-8 +54.0 -755 +WD b7.4 she"It Y7288-Y7.5M16 +50.0-100.0 +500-tW.o +60.0 4783 +50.0 46.3 +SD.O -FKi.3 +50A 4U.6 +5D.0 -TO.S 7a0est 27.517-35.141 +59.0 -TOO +540 .04.6 +50.0 46.1 +50.0 75.1 +50A 75.1 eW.O -mi +SDD .64.0 D i5mmcoit60e 23.517-27416 +50.0 -100.6 +5a0 U.100.0•tDD.o +5a.a -loco •50.D ant +56.D -72s .50.0 4L5.D JAMB23 24 EpuWla 2(L57T-23.316 +500 -100.0 +500 •100.0 •So.O -100.0 +50.0 .94.9 •50.0 -73.4 +SDA 65348 S9T.P.&. 18.016-20.518 +50.0-'tOD.O +%o •1DOA +510-t000 +67i3O -W4 +50-0 74A +5DJ3 b6.6 EXSER%M BOTTOM Sae . 14.517-18.015 +59.0-100.0 +500 471.9 +59.0 3t9 M,A.O -9t9 +SaA .8 +50.0 E6.7 ,L3 SASH Gstom Sae 1151714,516 +540-MO +50.D 77.8 •50,0 77.1 +SDA T7-1 +50.0 -7T-1 +53,0 4m.1 0HEIGHT .0 -100.0 +50.0 76.9 +50.0 •78D +5p.0 76.0 +50.0 -76.D +500 •724 - 23 TaOeat 3D517-38^706 +500 ^84.5 +500 492 +50A 704 +50.0 �0.9 +89.0 -68.0 +604 -68A +60.0 -64-T standard Coi618a 27.617.30,618 +SD.0-t00A +500 -tOD.9 +50.0 a'a •54A A88 +9).D 435.0 +50.0 729 +51.0 85.t � Oust-sae 24.517.27^516 +50.0-k10.0 +500 •160D +50,4 400.0 *50,0-1000 +500 433.E +500 72D +WO 4t4.4 S EQud-0[e 21.517.24.516 +30,0 -1110.0 +500 -100.0 +50.0 -700.0 +340-100.0 +50.0 �3.3 +50A •71.9 +50.0 fi4.3 SILL 4'aM Standard P.14" 18.018-2t-516 +50A-1D0o •500-1mo -50.4-1mo +90.0 400.0 +W.0 434A +300 74.7 *50.4 .64A pnR10R custom She 14.517-10415 +500 •t0O.0 +5%0 -M.5 +5DO 49.7 .50.0 -63.4 +50.0 -83A +504 739 +OD.D 4%-T -Ft, C4usmin Sae 1M1.51T-14,516 a50.4 .96.7 *50.0 7D.6 •500 71.9 +50.0 -76.5 +50.0 -70.5 +5a.0 -70.5 +50.D 492 v SOodest 11266.11.516 +50.0 -95.2 +600 -79.8 +50.0 71.0 *50.0 4$6 +50.0 4�.5 +59.0 -�.5 +50A 4t9.3 ° I West 36.517-30.767 +500 -94.5 +500 792 -We 703 +50.0 .6" +54A 4�-e +50.0 +831 +SOA 59.0 - Smadmd Cdape 34.517-30.548 +5,A 4154 +SDD -H7.0 +50.0 -71.2 +50.0 4�.9 +SDA 460.7 +50.0 45.3 +509 .67.7 cwmmsae 37.517.34516 +sdo -100.0 +sno 6s.e .w,b 78.6 +50.0 -T79 +Me -T7.e +500 ".1 +500 .667 SECTION DETAIL FOR WINDOWS WITH E4 to 28.517.31.516 +50.0 aOD.o +50.0 -M.7 .50.0 419 *50.0 -919 +50.0 -M-4 +SOA - 9 WWo s6.5 LEVEL R1 REINFORCEMENT 8,GLASS TYPES 1-4 e2 c,st_she 2551T-20516 +500-100.0 +500 -862 +WO 7T6 +50.o - *50,0 77-1 +50.0 4112 +W.D 6e.7 (REINFORCEMENTS SHOWN IN FIGURES Stondmd Prow 2L517.26,516 *%D -91.6 +500 M.6 +IAA -87,5 +50.0 -11.8 +W.O -sax +60.0 E5A +5aO .67A ABOVE APPLY TO ALL FRAME TYPES& csmmSae 20.017-22616 +5D.0 -84.5 +500 �.9 +50.0 -80.8 -50.0 -58.7 +500 .57.8 +50.0 57.5 +SDD 67.6 CONFIGURATIONS) cismmsho 18.016-20,016 +50.6 79.5 +-%0 101 +56.1 -16.3 +50,0 154.0 +50.0 .52.8 450.0 -62.6 +93.0 5L6 6twtest 16928-18,015 +500 1 77.0 +500 1-02 +50^0 3L1 +50.0 -51.5 10.0 -50.4 •30-o 4fo.0 1+53,0 'w-O Tallest 38.517.412N +50.0 A-81.7 +ZO -MA +50.0 -M.3 +AA -68A +W.0 W.0 +50,038.577.30618 *6D0 -74.1 +59.0 �5.1 +50.0 �3.3 •50.0 52.8 +50A34.517-36.518 +5D.o -73.7 +50.0 -84.6 +59.0 4:R.5 •500 4i2.3 +54.0 ;,8.6 +W.0 Z2.1 csLlnt Ste 3151T-34.518 +500 4£.5 +500 -573 +me 45t +56.0 5YA +50a 40.8 +51.0 Q.1Slan2ad PmA. 29.928-3LM6 •50,0 -02 +5DA -54.1 -50.0 -61.8 140D 50.4 +500 33A 1+50.0 1-56A Egad 40.01T-41.266 +60.0 -79.5 +500 '65^4 +60,0 -08.3 +56.0 4i4.o +50A 4r7.8 +50,0 4II.6 -50.0 50.2 PRODUCTREVISED 8° csmm Sac 3B.9ze-ao.ote +boa n.o +soo 4D.z +sa.D sa.Y .w.o 519 +5o.a 40.4 111 4n.0 +5D.0 .60.0 rs Amy sms w,tl:o Dude �.338 127smm She -41.266 +So4 77A +54.0 •6t2 +5p.0 '4i1.Y +Sp,4 _51.8 +W.0 -M-4 +540 910 +50,0 -W-0 ILj Bed1dLlg C:eCk SEE TABLE 8,SHEETS FOR ANCHOR GROUP AND OUANTfiY. Iretw.Dale r-ccxpta0ae ° JJL��t..11"!llLLL j ` •'MIN.BOTTOM SASH HEIGHT=WINDOW BUCK HEIGHT-45.072 �` `r LYNN ir�r RaVlb•Ofl: L'%1, 'fir itiaeNsi4'r'�� NO CHANGES THIS SHEET. Ely * No.5570i5Oro W. NOTES: _ Omer7P8an: try 11678TE{2{NOIOGYDRiYE DESIGN PRESSURE TABLE J EZOSOWSKI Y)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME •W N.VENICE,FL 34275 1)USETHISTABL �0�'•, TA EOF 4jh Tetra Data, OR INTEGRAL ;Fs ^' onjop, G��` (941}d80'1800 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. r/ Q1VAL ti` 'r 7 f f ` FoTe�T 9�.DDT. �„/m- sabre: shoat D-6v a� Re 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR A.LYNNMILLER•P.E �� DH-5460 NTS 6 OF 12 MD-DH5460-01 B HEIGHT DIMENSION SHOWN ON THE TABLE. P.E.tt 58705 cm.OF AUTH•62B288 TABLE 5: G-Trpa.: Eat¢mssah Bat¢m sash Final Design Pressure(Ibe fe) 7,3a+ 11-option kr gore, Haight ftimwcevwm Rnng¢9 Window Vr.W-Buck W.M m LeieC 93 M19ht Shmm Ran90(in) 1S 24 1 32 36 40 48 1 52125 24 EqudCOe 11266 [4ES-0 430.0 +65.0 430.0 +55A .130.0 .65.0 430.0 +65.0 .130.0 +65.0 -116.0 466.0 -1720 � Stallard C¢tUgd 13517-15.516 -130.0 +65.0 -i300 +65.0 -t300 +65.0-130.0 +65.0 -130.0 +65.0�-116.0 +560 -1070 28 Eq..1-Re 11.517.13516 430.0 +fi5A -130.11 a65.0 -130.0 +65.0 -13D.0 +65.0 .130.9 .0.0 .130.0 465.0 -130.0 Standard PlWow 11266-11.516 -130.0 465.0 -130.0 +fi5A 1-130D +65.0-130.0 155.0 -130.0 +65.0 -130-0 +65-0 •123.0 Tallest 21577-24D91 -130.0 +65.0 -1300 +650 -130.0 +65.0 -t30.0 a65.0 -93A +65.0 -16l.O +65.0 -B60HEADER 6mndmd Cmt.9¢ 18.017.91616 430.0 +f,5.0 -130.0 +65.0 •130D 196.6-1300 +55.0 -1300 .650 -1198 +650 -1D80 37.379 Eqa-Id. 15017.18.016 430.0 465.0 430.0 +65.0 •130A +65.0 -130.g .65.0 •1300 +6SD -120.7 +65.0 -111HSlmdard Pmliaw 11.517.15.016 -130.0 +fi5A -f300 +65.0 -130A +65.0 -130.0 +65.0 •170.0 +fi5A -121.1 +6i.0 •10A0 23 Shmeat 71256-11516 -130A +65.0 -13D.0 +65.0 -130D +65,0 •130.0 +65.0 •130.0 a65.0 -130.0 a660 -117,8 TOP Telleet 29.517-31516 +66A 430.0 +65.0 -130.0 +66.0 -130A -65.0 -130.0 +65.0 -130.0 +655 -119.0 +65.0 -133.7 SASH _ Custan St.. 26.517-29 616 +G& -13D-0 .65.0 -1300 +65.0 -130.0 .66.0-130.0 +65.0 -130.0 +fS.0 -111A +65.0 -93.7 HEIGHT StandadC¢Oege 23.517-26516 +652 -13D.0 +65A -130.0 465.0 1.130.0 +65.0-130.0 +56.0-1300 +65D-109.3 -155.0 -98.0 44 Equal-na 20,517-23516 +BSA -130A +65.0 -130.0$+65.0 .30.00.0 +65.0 -130.0 +65-0 -130.0 +65A -1D8-3 +65.0 137.3 MEETING RAIL Qulmn Sae 18.016-20516 +65.0 -130.0 465.0 -VIA 0-0 4950 -12 +66.0 •1300 .65.0 41193 +fi5A -98.1 25 StmdwdPmei¢w 11.517-10 015 +650 -130.0 +650 A300 30.0 +65.0 .130.0 +65.0 -13C.065D -1051 465.0 -54.4 Shortest 11266.11S16 +65.0 430.0 +65.0 -130.0 30.0 +65.0 -130.0 +65.0 •131.0 *56.0'•119.8 +61-0 -107.7TOI.t 27.617-35.141 +65.0 -130.0 +65.0 .1183 065 +65.0 -105.1 +S5.0 -105.1 a65D -100.9 +65.0 49.6Standard Cottage 23517-27516 +65.0 -130.0 +650 -130.0 301D +SS-0 -130.0 +96.0-130A +fi5A-fO1.T +fi5A -91.0 .IAMB 23 25 Equal-14a 20.617-23.616 +65D n30.0 +65-0 4300 390 +650 -130.0 +65.0 •130.0 a65.0 -102.7 .65.0 91.9 4B $landed ProHew 1BD1fi-20576 +550 _130.0 +65-D -1300 0.0 +65.0 -130.0 +65.0 -/30A aMA -103.1 +65.0 93.2 0 7 EXTERIOR BOTTOM Ontmn Sae M517-78.o% a65-0 -730D +65.0 430.0 +65.0 •1297 -165.0 -128.7 +65.0-128.7 +65.0 -104.7 +65.0 .93.6 a SASH `- pat-Siu 11517-14516 .65.0 -130.0 +65-0 -12D.7 +65.0 -1090 a65.0 A07.9 ♦85.0 457.9 +65-a -10L9 465.0 -960 p 23 HEIGHT Smdad 11.266-11.516 +65.0 430.0 +65.0 -1194 +650 .1a75 +6S-0 -1OSA +65.0 -1064 +65.0 -106A a65.0 -IO21 q 23 a Y TdImt 30517-36 766 +65.0 430.0 +65.0 -110.9 +660 -98.5 +65-0 96A +65.0 -56.3 +65.0 -963 +65.0 -906 Standard Corsage 2751T-30.516 +66.0 -130.0 +65.0 •130.0 +65.0 .130.0 +65.0 •130.0 +SS-0 -13DO .65.0•102.1 +65.0 91.1 t Cin .M.Sae 2A517.27.516 +650 .130.0 +65.0 -130.0 +66.0 .130.0 +66.0 -130.0 +66.0 -130.0 -65X -100.9 +65.0 -N.243 p Equd-Qd 21.917-24616 +66..0 .130.0 +65-0 -130.0 -S&O .130A +65.0 43D.0 +65-0 •1300 +660 AGO +650 -9&0 SILL O 49.61, S1nMeN Pmdew 18.016-21.516 +65.0 -130.0 +65.0 -130.0 afi60 -130.0 +6i-0 -730.0 +ti5.0-T30.0 +OSD -f01.0 a65.0 90.2 Coatam Sae 14517-16.015 +65.0 .130.0 +65.0 -128.7 +660 •1172 +65.0 -116.7 +65.0 •115.7 +fd.0 -103.3 +55.0 92.0 o r1 - - - - Custom Sind 11517-14.516 +65.0 -130.0 +650 -112.9 *SSA '100.6 +65.0 98.0 +fi5A -98.7 +6.5.6 A0.7 +65.0-%56 - -- -- - - - --- - - - -- - --- _-_--- - - -- - - Et(T0Q'1210R I 1 V � IIIJ�II -- ---- ------- --- -------------Sh¢d¢a-- -1126 6--11.616 466.0 -130.0_+6SA.-111.8 1660_99A- +66.0.97-5_+65.0-973_.65.0_•973._+65.0_97.3. T.O.1 36S17-36.767 +SS.0 -130.0 +65.0 -11a.9 +mo -98.5 +65.0 96-4 +65.0 -56.3 +fi5A -93A +65.0 -826 Stmdwd Catago 34517-36.516 +651-130.0 +65.0 -111.9 +650 99.6 +65.0 91.7 +15.0 •17.6 .66,0 •91A +85.0 .80.0 _ LLslomSae 31.517-34.516 +66.0 -130.0 +65.0 -121.5 +65.0 -1099 +65.0 -100.9 +65.0 -10g.9 +65.0 49.8 +65.0 -79.4 SECTION DETAIL FOR WINDOWS WITH Egad-Re 28,517-31 516 +650 -130.0 +65a -730A 46&0 128.7 +65.0-128-7 +65.0 -119.5 +SS.0 99.4 +65.0 •71.1 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 62 - Cu.rom Sae 26517-2B 616 .650 -130.0 +650 -120.7 +160 •109.0 +65.0 •10L9 +65.0 -107.9 .66.0 -89A +66.0 -79A (REINFORCEMENTS SHOWN IN FIGURES Stmdmd Ptmaw 22517-25.516 +660 -1282 +65.0 -107.0 .5&0 .945 +E5.0 922 +65.0 -91.7 +65.0 91.0 +85.0 40.4 ABOVE APPLY TO ALL FRAME TYPES& Co..Size 20.017-22516 +65.0 -116.3 +65-0 97.0 +65.0 -05.1 +95.0 .622 +65.0 -01.0 +65-0 40.9 +65.0 90.9 CONFIGURATIONS) Custom Sae 18.016-20.016 .65.0 4113 45.0 91.6 +860 -78.8 +65.0 .75.6 +66.0 -74.0 +65.0 -73.6 +66-0 -T36 Shmad 16.928.18AIS +69.0 -f07,9 +65.0 99A +6513 1.79.8 +650 .725 *SSA •70.6 +65.0 .70-0 +65-0 -70.0 Talm 38517-41266 +650 -114A +65.0 94.3 +650 .81.6 +65.0 -765 +65.0 -77.0 +65.0 .76.0 455.0 -72.9 Equal-fde 36517.38,516 +65A -124.7 r65.0 -103.6 +860 -91.1 +11-1 11,1 a66.0 -57.9 +65.0 11-1 +55-0 -al 75 Cuatmn Size 34517-36.616 +6SO .124.1 +65.0 -101-2 +65.0 90.5 .65.0 -07.9 +S5.0 •872 +660 417A .66.0 -72-9 Caat¢m Si.. 31.617-34.616 +GSA .113.0 .66.0 93-0 +55.0 -80.3 +SS.0 •772 +66.0 -75.6 +66 0 -15.3 +96 0 .729 Standard ProAew 29.928-31.515 +65.0 •107.9 +65.0 98.4 +65.0 .75.8 +65.0 -725 +65.A�S.. -70.0 +65.0 -70.0 EgmHO 40.017.41.266 +S5A -111.3 465.0 91.5 +S60 -78.8 +65.0 -75.6 +fi5. -73.6 +65.0 402 PRODUCT'REVISE Custom Sae 38928.40016 +65.0 -107.9 +65.0 98.4 +GiO -T5.8 +65.0 •725 +F5. j-70.0 +660 -700 as e0mryping with 111s Efc+'td0 66.339 Cuerom Saa 41.266 +650 -1079 +65.0 48A +650 -75.8 +65.0 -725 -70.0 +65.0 -T0.0 Building Cum SEETABLE 7,SHEET 9 FORANCHOR GROUPAND QUANTITY. I 111171 Accepla4ars Tdo 17•p 3p,d MIN.BOTTOM SASH HEIGHT=WINDOW BUCK HEIGHT-45.072 ��� NY LYNN �7�� Revision: >P ,'%CEN4,F. �� NO CHANGES THIS SHEET. k; No.58705 *= NOTES: •//�' - ® - 'i1 Dedenp60.- Dream W. 1jUSETHISTABLEFORALLWINDOWSINSTALLEDTHROUGHTHEFFAME 107DTECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. O f�'.(u�` N.VENICE,FL 34276 T p Title: Dots /,[ORIDP.-� (941�� o�T DOUBLE HUNG WINDOW INSTALLATION-NI 06/15/15 can 2(FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �i S C'�� 1 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR ONAI,"11111 ALL1 DIDLISTRIM m°O. - SeneslModel' S°s6°'s 91°°tr Dr°w'^g Ido• Rer HEIGHT DIMENSION SHOWN ON THE TABLE. A.LYNN h11LLER,P.E. DH-6460 NTS 7 OF 12 MD-DH5460-01 B P.E058705 C,'FRT.OF AUTH.IC2B28B SHEETS A;,awr nn:tw: FOR ANCHOR GROUP O TABLE 71 MAYBE USED.mfuttadwcA„cheTO.C.SPictn@ cvglm6 ti'P,DP 4P Wide" 4C Tiab ex-ue^Wim foT-int6o��1't^B'avatpn 2y-YNd3 '�'WW0 �'W'� ,tea umB JrM 74,drY lY8fl9B i7 Wme 46'Wflm -110'Wltle 1�bWlda JPnn Jana Jaen ¢ ¢ � as 2i 9 � . 1B'WIOa xi'Wide 32'Wdb ��° Jam J¢W J°Oib ¢ a� .� B � 7i " henna C�eP7• yg W]b 51AfJ'WM+e J4ma JaM '�� ¢ a `,� � � a � ' TA13LE6: 38'Wb4 lo•vnm Jana 'g0na ¢ Y@ BS 7t a 'E 4ITed 764 13'Wlde 2a•WOJi a2'WWe �+ia Jema a a a 0.' � � Y i � _ �' •t � Z Anchor quintldea Riq Jana ;; 2 t z z t x x � $ 2 a,fr qea HeWlO aedm�W3i00'P a3rw 6.3 � t x 2 1 3 "x i x i i , 1 WblauaeR t i x 1 t y 2 t 2 Y x t 7 z i x s t tewtltl f1e1�4Stmae ri.x� t R Y y f 2 2 t 2 2 3 } i y ! , R 1 2 t y 2 _ i 1 Z t i + ; x 2 y i i 2 y g 1 81adaM�l+q� 13.$/7-IQ856 1 t 1 2 t t 2 2 2 2 y 2 2 2 { 1 1 1 1 2 x x R 2 y 2 x 2 2 Y { 2 R 1 2 2 2 y Y x iL61T-I3.6f0 i R t 2 y 2 2 2 t 4 2 1 1 2 Z y Z 2 1 ; y 2 1 + Z y 3 2 2 3 1 Z YD Q4 19m t t 3 Y i 3 2 2 2 2 t 2 R i 2 2 2 Y 2 2 S 3 2 1 3 Y S 2 55.2Ti8-iib78 t 2 1 1 2 , 3 y 3 2 2 2 3 2 2 3 2 t ; 2 y b 2 2 } 2 2 SmeMa10PmJ4a 1 x 2 Teleal 11417-x4631 y i 2 Z 1 1 2 ] ? 2 3 4 2 9 3 3 2 2 a Z 3 4 2 } i g y 1 3 2 t ; 2 2 S14ndyN LbB33e ; y i 2 x 1 1 R } y 3 1 2 a 2 1 g y i 3 2 R 3 Y t 3 x IQOtT-18018 3 2 z ; 3 2 S S i t g y 1 g Z , g y ; ; Y Z t g g 1 1 3 2 2 3 y s y x a 3 2 x ] x 3 51.61]•16.056 t S R 1 3 2 R 3 1 1 4 2 ; 2 4 3 t y 3 x 2 3 R 2 y J 2 2 x SI¢ne31 it.266-ii556 3 2 1 t 1 ; '2 y • 2 2 4 2 2 a Z Z 1 2 3 2 2 3 1 2 R Z 2 Y , 3 2 1 a R 1 3 2 Y ; g Y 2 t a t a 2 2 � (fit 29btt-11b56 t x a ; x y y 2 4 R t 2 Y 2 2 2 2 2 1 x 2 3 2 2 s Y p a 2 2 ] 2 2 ; ; 9 2 3 1 2 2 2 2 i 3 2 Stxe 2Q8t7.13.516 1 3 i t 2 } 2 2 3 2 Z Z t S 2 x 3 2 2 3 Y 3 Z y 3 R x ; y 2 b 2 BmrRab� 2a3f]-➢D.DID x y 1 2 3 2 3 3 2 ; 3 3 ] 3 t 3 2 Z a 2 2 3 3 2 2 9 2 y t 2 J y x 3 2 2 3 Y 2 3 2n01T-23,Stn x f t 2 a x 3 a � a 3 'y j' 2 i 3 1 2 3 2 2 3 Y y 3 ! 2 3 yy F4awm I J Z t J 3 3 3 3 1 a 2 t 3 2 1 3 Z 3 2 2 3 2 y t 2 3 t 2 pd¢n Sae inOtB-y1,D56 J 2 3 3 R J 1 Y 2 3 R 2 ; y 2 3 2 x ; ; 2 3 a Z 3 ] x 2 J 1 1 J 2 7 3 y 2 11S17-t0973 1 x 2 3 Y Z Z 1 Bla,tladFCJ®e' i 3 2 t 3 1 Y 3 p R Y 3 t x a Z ; R x x 1 2 y 3 a 2 t 3 2 2 t 1 S 71.268.11.818 3 2 a 1 x a Z y 2 3 2 Z 3 y g a 2 ; 3 2 t 3 2 ; 2 S z y z z a 2 z 1 (fleet xi.Dir- .tit Z 3 3 t 2 3 2 x a 3 ; 3 3 ; a 2 / 3 2 2 3 2 x , 9 2 1 3 2 2 3 2 x 2 23A7T-27JStB 2 } 1 2 ; y i 9 2 x s 2 Y 3 2 R x z 2 1 n•mDmbamem 3 Y , J x ; ; a s a a t o ; + S z z y a 2 z a 2 z a z 2 2 Z4aHm 20A1T-xQD10 3 3 ; y 3 2 3 x , 3 2 2 3 2 1 Z } 2 2 3 Y / 3 1 y 3 1 9 2 tQOt6.28ntn 3 x i S 2 ; S x ; 3 Y 2 3 J g R S a x 1 1 3 3 1 x S 2 3 3 2 2 a 2 x 3 i 2 3 2 2 laAt7.10.616 ; 3 2 2 3 2 3 1 1 2 2 2 ; ; 2 3 t 2 y S ] Y ee,ton,;e7d y f 3 z .1 z ; y z s z a y a t z S z z s x �^� CN,an9te it.61T-tabi0 3 g 2 1 3 2 2 3 Z p R 1 2 3 2 , 1 3 ; 3 R 3 J 2 3 t 3 2 R 7 3 2 4 g y 3 3 x a 6�C3{ i{,x60.14.61fl 3 2 2 3 ; y y 3 1 2 1 2 1 3 2 TtlWt 10.61T-}a703 ; t 2 4 Z 2 S J 2 3 a s a 2 R 3 y 3 2 2 S Y i S 2 t 3 2 a y 2 2 3 sb�d�p,ti a� 2T.517-SQ616 2 b ; g 3 1 3 3 ; 3 a 3 3 3 ; y i 3 2 2 3 2 x a Z 2 4 l 3 2 t 3 2 x a 2 2 3 R Y 3 petM08¢e 21.61T-x1.OiB 3 t ; y 1 3 3 3 3 ] 1 3 S R 2 3 2 2 3 3 R 3 3 1 S 3 49bR5 t8pt6-21.n16 a t 3 1 2 J 2 ; 3 2 R a x 3 x 9 NkR-10.015 3 3 1 3 2 Y 3 2 Z a a 3 2 3 3 1 ] 2 a 3 ] 3 2 2 J patan418 11.517-ibSiB 3 Y 2 / ; g y 3 R y 1 d y 3 4 2 g 2 3 3 Y ; ] 1 a 3 3 3 ? 1 E 2 � 3 2 11.2b6•tt.nte a 2 + 3 a t ; 3 2 3 3 2 g y 2 3 3 2 g y ; a 2 ; g x a 1 2 a a Y S a x a J z 34.6tT.SgBtO 3 3 1 } 3 3 2 3 i 2' 3 y ? 1 2 2 i 2 2 4 2 3 3 1 6�rp x0.317-3Lbi6 3 J 3 t ; 3 2 ; 3 J a 4 2 d 2 / i 2 Z x q Z y 4 3 2 4 Y t a Y ; y 28.6R-ffi4te 3 8 1 g ; 2 3 9 1 4 3 i ? II x t a x 1 3� ClmtPa S¢e ; ; J 3 5 2 4 l 4 Z 1 i 2 1 x y II R y 1 4 Y 3 a z 2261T-28816 3 , 1 1 2 4 2 Y 1 Y 1 Z ; d 2 p x 1 4 S y Z 3 a 1 3 Siap¢dPiDle'N y R f 4 2 ? 4 2 2 a 2 Z 1 II 2 1 4 2 3 g , 3 3 2 3 3 2 3 i 1 x80/T•Y28t8 1 4 Z 2 d 2 2 4 x ; 1 q 2 S d x 3 4 2 3 ; 3 i 4 3 Y S a R 3 2 4 a a 2 4 +.pSgm Bbs { 2 1 d Z 2 b Y 2 a 3 g 4 1 3 8 7 1 S Y J 3 1 a a 2 y 3 t y 3 4 y 3 2 i a 1 d 3 2 i 3 2 GtetealSMb 18016•y0676 4 y / i 2 2 i 2 4 2 3 4 2 3 4 Y } 3 , a 3 2 1 d 3 2 4 3 2 1 1 3 1 4 3 2 4 a 2 d i8ti2D-180,8 4 2 1 1 a 4 2 g y 2 J 3 y 2 1 a t S 2 y 3 x 4 3 2 j 3 61o,UTl S 1 3 2 3 S 2 3 4 2 a a t 4 3 7 4 2 q 1 1 II 3 Z 4 3 2 Y a Ta3est J881T-d1 Y68 3 3 d 3 2 4 A 3 t y } 1 i 4 1 3 x q S x a t 1 i l Z 4 i Y F RE iq>aFee d 3 2 4 3 2 q g t 1 8 i i Si,31T-a6.818 l 3 t d 1 q 3 2 3 Ctatam6W t q S t 1 ; y y 3 2 i 3 , q 4 i i a Y q 1 Y d d 2 II i i 2 1 4 1 3 2 d 2 l a Z 4 1 t q a R 4 1 2 a 4 2 .�7nty CAdB h IInF Tb GBtNiaS28 ]i.617-34516 y S y 3 2 1 q y 4 / i p t B1sldtog 4 4 x y q Z I a Z e 1 x 11.D10 4 3 q y q i 2 1 ; 09 y / , 4 4 t y 1 x Au�2FLanOD 330 L � �{J/ i i 2 i 8bedaNpaaav YB.31B- i y i a 1 y a 4 2 a 4 4 i 1 2 EOeati'� 40AtT-i1.2� ; 4 t / / I 4 1 2 4 ; y 4 R 4 i 3 'ft_+Iptta[iJu e & O,aian&efl a892B-40.0f0 1 4 1 - -41.268 i l 1 j i 1 t i l/ RBviebn• Y lIo316 �1a^�• NO CHANGES THIS SHEET. sSURES WHEN usINGTHIs TABLE. NY IYNNa,, SEE TABLE 4,SHEEf 6 FOR DESIGN PRE `�'��'��CENSF•'`ll�'p ,•r AN.BOTTOM SASH HEI(aT-IT=WINDOW BUCK HEIGHT-4S-D72 4=: ptnxrt Bf Nam,s67os :.*` � t1 ROSOWSKt �c t76xe: j�`i �- ioTOTECHNOLDc1/oR"�E ANCHOR QUANTITY TABLE 05/15/15 NOTES: %��}. W N.VWJCE,FL 34276 1dk: R OUANTITlES REDuma)-.....—'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME' iliT�F sy` � .�� DOUBLE HUNG WINDOW INSTALL-ATt .0 -N� w 1)USE THE ABOVE'ANCHOR liar '•• FCORI4P.•' '�. aeh MD N. Row �ccS+'.........• �C� 1°"' s ]/+ s�°r� 8(?F 12 -DH5460-01 VE•A7AX.ANCNOR O.G.SPACING.........."TABLE FOR ANCHORS INSTALLED THROUGHTHE INTEGRAL Ft ,Jpo `(S�ONA�- t�� NpB (NITS 2)USE THE ABO J 4 r i i t t S 1ALL OH-5460 3)FRAME DIMENSIONS ARE BUCK.'MR'=MEERNG RAIL' A LyNN MILLER,PE. ART,OF AUTH• ._ P.E.a 387a A)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT'AVAt1.AeLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABL )REFER ES TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCR'"ONS. 7ABLE 7: nrtA4r4aawc A An-G w0A­tVmpO ..M1caq AnOWQu4ntibes R6gtiaed for 18•Wlm 2CW4b ]TWim 343t644 4p-tMm 49 Wim r7i tte'Wt]e i6'NlFtb 24•t469 32'W� :5'W!m 40'Wtaa 46.1M1tm 52-i18-mt wv4m. 24•Wt00 a2wWB 3gwwq �'ktm +s-Wiaa .R-ild•w10] 2Az AttchgfO.C.6P9C2t1$ Gimpy 'Through-Fmvt0'I..t.Wan 3una .uam rge,a .metro Hill M 34mq .qmn p(aaun5 umpq� .nma 2, mnro .non .u,,,o Jute game .I>m� - .lama .t an fw`Inhgr+MFh'tn6Fegbtfon CIv.Ttry4r fi4lbm S34h K K K ¢¢ C K B41b16 Seto � $ � t4v4i:1n +mk,8451 _m = 24 EquiHtq ti. 1 2 1 1 2 t R 2 1 2 2 1 2 I t 2 2 1 2 2 i Y i 7 2 1 7 2 t 2 2 1 2 2 f 2 Z t. 2 2 i 2 Z 6taltlaN Cgp3R4 i1617.75.516 1 2 1 1 2 1 1 2 2 1 ] 2 1 2 2 1 1 2 1 T 2 1 2 1 i 2 1 / 2 2 1 1 2 1 2 2 t 3 2 1 3 2 1 2 1 1 2 I I 2 2 1 3 2 7 2 2 1 2 2 I 2 2 26 EgtsNts 11.317•iJ,018 1 1 1 1 2 t t 2 2 1 2 2 1 2 2 2 3 1 2 2 3 i 2 1 1 2 1 1 1 2 2 2 2 2 Z 2 I 3 2 1 3 3 1 2 i 1 2 I 1 2 2 1 2 2 i 2 2 1 2 2 1 2 2 Sh1Wa10 Pro��'+ ii 266.ti.3/6 t 2 i t 2 t t 2 2 i z Y t 2 2 2 2 2 2 2 2 t T 1 1 2 1 1 2 2 2 2 T 2 2 2 2 2 2 2 2 2 t 2 1 t z t t 2 2 t 3 2 1 2 2 t 2 x t 2 2 7a4e81 21bt724b3i i Z i t 2 1 1 3 2 1 3 2 1 2 2 1 3 2 i 2 t 2 1 1 2 t i 3 2 t 3 2 i 3 2 1 3 2 1 3 2 t 2 1 1 2 t t 2 2 1 2 2 1 2 2 / 3 2 t 3 2 6mmaN lbikt3o 1fl017.2t.518 2 2 1 3 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 2 1 2 2 1 R J 2 2 3' 2 2 3 2 2 3 2 2 3 2 2 Z i ] 3 i 2 2 ? 2 2 2 2 2 2 2 3 1 2 3 2 37.373 EgeWtq 16017-t4015 2 2 f 2 2 1 2 2 2 Z 2 2 2 2 2 2 3 z 2 3 2 2 2 1 2 2 1 2 2 ] 2 3 2 2 3 t 2 3 3 2 3 3 2 2 i 2 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 1 T 6tamm�lPro4m 1t.6tT-t6076 3 2 1 ] 2 1 3 Z 2 3 9 2 3 2 2 3 1 3 3 2 3 3 3 / 3 2 t J 2 2 1 2 2 3 2 3 3 3 3 3 3 3 3 2 7 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 slateJt 11166-it515 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 t 3 z 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 7 3 2 t J Z 2 3 2 2 3 3 2 3 2 R 3 ? 2 7azb1 1951T-315te t J 1 1 3 1 t 3 2 1 4 i 1 1 2 4 4 2 i 4 2 7 3 t i 3 t 1 4 2 t 4 2 i 4 2 t & 2 t 9 2 t 3 t 1 3 i 1 3 2 t 3 2 1 3 2 / 3 3 t 3 2 mt�5tle 28317-N.516 T 3 1 2 1 1 2 3 2 2 J 2 2 4 2 2 4 2 2 4 2 2 3 t 2 3 1 2 3 2 2 4 2 2 4 2 2 4 2 2 4 2 2 3 1 2 9 1 2 3 2 2 J 2 R 3 2 2 3 2 2 3 2 6bn4414 r mtme -at/-mma 2 3 1 2 d i 2 J 2 3 l 2 2 9 2 2 a x 1 3 2 S J 1 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 2 4 3 2 3 t 1 3 1 2 3 2 1 ] 2 2 3 2 2 3 I 2 3 2 44 Cgmitltq 246t7.2a6t5 2 2 1 2 2 S 2 3 2 2 3 t 2 3 2 2 9 2 2 3 2 2 2 t 2 2 t 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 t 2 2 t 2 2 2 ] 2'2 2 3 2 'L 3 2 2 3 2 Qqt stba tfl018-2461b 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 2 3 3 2 d 2 1 J 2 t 3 3 2 3 3 S 3 3 J 3 3 3 3 1 ] 3 2 t 3 2 S 3 2 2 2 2 2 3 2 2 3 T I 3 2 2 Bl4nd4f4 P1g4e� 11.517.140t6 3 2 1 J 2 1 3 2 2 a 2 t 3 2 3 3 2 3 3 2 3 J 2 1 3 2 1 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 Slvlmt 11156.11.616 J 2 1 3 2 1 3 2 2 ] 2 2 3 2 3 2 2 3 3 2 3 ] 2 1 3 2 l 5 2 2 3 2 2 3 2 b 3 2 J 3 3 ] 3 2 t a 2 I 3 2 2 3 f 2 1 2 ? 3 2 3 9 2 ] Ttard4 Zt317.34ttr1 2 J > 2 J 1 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 1 ] 2 2 4 2 ] 4 2 2 6 2 2 A 2 2 3 t 1 ] 1 2 3 2 2 3 2 2 3 2 2 J I 2 3 2 51vtlss3c~ 235t7-27516 2 3 S 2 3 1 2 3 2 2 3 I 2 3 2 2 3 2 2 3 2 2 3 .i 2 3 1 2 3 2 2 d 2 2 4 3 Z 4 3 2 4 3 Z 3 t 2 3 S 2 3 2 2 3 2 2 3 2 2 J 2 2 3 2 EgeINiG 24317-T3518 3 2 3 2 1 J 3 2 J a 2 3 3 2 3 3 2 3 3 Z J 1 1 3 3 2 3 1 d 3 d d 3 3 3 3 2 i 3 3 i 3 2 2 3 t 2 3 3 2 3 2 2 3 2 2 4q Sivgatf lYaNc+i 1fl018.20b16 3 2 1 3 ? 1 3 2 ? 3 3 2 3 3 1 3 ] 3 3 3 3 3 2 t 3 2 1 3 3 2 3 3 2 3 3 3 3 3 3 3 3 ] 3 t 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 Z 2 Cmlam 6kq Tistf•tfl015 3 2 1 3 2 1 3 2 2 3 2 2 3 Z 3 3 1 9 3 Z 3 a 3 1 J 2 1 1 2 2 J 3 2 3 J 3 3 3 3 3 3 3 3 2 t 3 1 1 3 2 2 3 11 2 2 3 2 2 3 2 2 3 2 2 Ca6an32q ttAR-ti Si6 3 2 t 3 ? i 3 2 2 a 2 2 3 2 2 3 2 3 3 2 3 1 2 t 3 2 t 3 2 x 3 2 2 3 2 i 3 2 3 3 1 3 3 2 t 3 2 1 1 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ID 6Mte4t tt.TE6-/1516 3 2 t 3 2 1 3 2 2 E 2 2 3 2 2 3 ] 3 3 2 3 3 2 7 3 T t 3 2 2 3 2 2 3 2 2 3 2 3 3 2 ] 3 2 1 2 1 i 3 2 2 3 '2 R 3 2 2 3 2 2 3 2 3 Tardi 30.517.36.7W 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 3 4 2 2 1 ] 2 6 ? 2 5 2 2 3 1 2 3 f 3 3 T 2 ] t 2 3 ] 2 3 I 2 3 2 4 Sbrgad CdWSa Z7S17-]0bt6 2 3 1 2 3 1 T 3 1 2 9 R 2 4 2 1 A 2 2 4 2 2 3 7 2 3 / 2 4 2 2 4 2 2 A 2 2 4 2 2 4 1 2 J 7 3 J 7 2 3 2 2 ] 2 2 3 2 ? 3 2 2 J 2 i]atalt$k0 24.517.2Tbi6 3 3 t 3 3 t 3 3 2 ] 3 2 5 3 2 E J 2 3 3 2 3 3 1 a 3 t 3 3 2 3 4 2 3 4 a 3 4 J 3 a 3 3 1 7 3 1 1 3 3 1 3 ] 2 3 3 2 3 3 2 3 3 2 Egei6b 2ibt7-24dtS 3 2 i b 2 t 3 3 R 3 3 2 3 3 2 3 3 2 3 3 2 3 2 t 3 2 t 3 1 2 3 3 2 3 4 3 3 1 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 2 3 T 2 43.616 Sbndwd Nn gw 18.016.27516 3 2 1 3 2 1 3 2 t J 3 2 3 3 2 3 J 3 3 3 3 3 2 t 1 2 t J 3 2 3 3 2 3 3 3 3 3 3 8 3 3 3 2 1 ] 2 t 3 2 2 3 2 2 3 Z 2 3 CrtifomSfSq - -id8lT-ifl015_ 3 R-_t_ 3- 2, ]_—3 —2 2_ 3_ 2 2_ d_ 2. 2 3 3 _3 3 1 3 9_ 2_ /_ 3- T _t_ 3 2 2 3 2 2 3 1 3 3 3 _3 _3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 - _ J Cust4m6fee 11917-t45t8 9 t f 3 2 1 3 2 Y 3 2 2 3 2 2 3 R 3 3 R 3 3 2 1 3 2 1 3 2 2 3 2 3 3 ? 2 3 2 3 3 2 3 3 2 1 J 3 1 J 2 2 J 2 2 3 2 2 3 2 2 3 2 2 --88oiE.3t 11.2�-tt.6i8 3 1' 1 3 2 t- 3 -2 2 -3--2 -2 -3 2- 2- 3--3 -3 3 2 3 -3 2 t- 3- 2 tb 2 2 3 1 -3 3- 2 2 3 2- 3 3- T 3. 3 2 1 3 2 1 3 2 2 3 I..2 3 _2_ 2 .3. 3- --- TOW W517.34T37 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 3 1 3 3 1 1 3 2 3 F 2 3 4 2 3 4 2 3 4 2 3 3 ! 3 3 1 3 3 2 3 b 2 3 3 2 3 3 3 3 3 2 SIfiN941 CG4Ie?4 34617-66616 3 3 1 3 3 1 3 3 2 3 3 2 3 J 2 J. 1 2 J 4 2 J 3 1 3 3 1 J 3 2 3 A 2 3 4 2 3 1 2 3 4 2 3 3 1 3 3 7 3 3 2 3 ) ] 3 ] 2 J 3 2 3 3 2 C1gt4in Ska J1.617.34 e16 3 3 1 3 3 1 3 3 2 3 3 2 3 d 2 ] d 2 J 3 2 3 3 1 2 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 3 3 2 Egq¢f0b 28.517.31615 3 3 1 3 J 1 3 3 2 3 4 2 3 / 2 3 3 2 J 3 2 a 3 t 3 3 t 3 4 2 3 4 2 3 4 3 3 4 3 8 4 ] J 3 1 J J 1 3 3 2 3 3 2 3 3 2 3 3 2 d 3 2 47 cu+tun6kq 26.SS7-Y85te 3 3 i 3 3 t 3 1 2 b } 2 3 3 2 J 1 2 3 3 2 s 3 i 3 3 t 1 1 2 3 3 2 3 3 ? 3 3 3 3 3 3 3 3 1 3 3 / 3 1 2 3 3 2 3 3 2 3 3 2 3 3 2 SbMaalP". x.617.25516 3 3 1 3 1 1 3 3 2 8 3 2 3 3 2 3 J 3 3 3 3 b 1 i 3 3 7 3 3 2 3 3 2 3 3 2 5 3 3 3 3 a 3 J t ; J 7 3 ] 2 3 3 2 3 3 2 3 a 2 3 3 2 CUattltl6kq Z0.01T-T1518 4 2 1 4 2 1 1 2 3 1 3 2 4 2 Z 4 2 2 4 ? 1 1 2 1 4 2 1 4 2 2 4 2 x 4 2 3 1 3 3 4 3 1 4 2 1 1 2 f 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Custam6kq 16A10-2a016 4 2 1 1 4 2 t 4 2 1 d 2 1 4 2 2 A 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 R J d t t' 4 2 1 4 2 2 4 2 2 1 4 2 2 4 T 2 4 2 2 titAitaet t6.S2&•tfl8/6 A 2 I 4 2 t 4 2 x 1 2 2 4 2 2 4 2 2 9 2 2 4 2 t 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 1 1 a 4 2 t 4 2 1 A 2 2 4 2 1 4 2 2 4 ] 1 4 2 2 iasni 386t7-4tT� 3 i 3 4 i 3 d 1 3 4 2 3 d 2 3 1 2 3 4 2 3 d 1 3 d t 3 4 2 3 4 2 3. 1 2 3 .1 2 3 4 3 3 4 S 3 i t 3 4 2 3 A 2 3 4 2 3 4 2 E 4 2 EgW7ib 36.817-34616 3 3 1 3 J 1 3 3 2 3 3 2 3 3 R J 4 2 3 4 2 3 3 1 3 3 1 3 3 2 3 9 2 3 A 2 J 4 3 a 4 ] 3 1 1 9 d i J 3 2 3 3 2 3 3 2 3 0 2 3 3 2 7J antmnskq 34.517-3fl01e 4 3 1 4 3 1 4 3 2 4 3 2 1 3 2 4 t 2 4 3 2 / 3 1 4 3 1 A 3 R 4 3 2 4 4 J14 4 3 4 4 ] -0 3 1 1 3 1 4 3 2 1 3 2 1 3 2 4 3 2 4 3 1 Custam6kq 3t,6t7.34616 4 3 1 4 3 1 4 3 2 4 3 2 4 3 1 4 3 2 4 3 2 4 3 1 A 3 7 d 3 2 4 3 2 4 3 3 2 4 A 3 I 3 t 4 J 1 4 ] 2 4 ] 2 4 3 2 4 9 2 A 3 2 gr�t4p,3pt0,444 23.1�•315t6 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 t 4 3 2 4 3 2 4 3 3 2 4 ] 14i 1 1 2 1 ] 1 t 3 T 4 3 2 d 3 2 EgN1b 44.017-M2W 4 4 I 4 A 1 4 4 2 4 4 2 4 4 2 4 l 2 A 4 2 4 4 1 4 -0 i 4 1 2 4 8 2 4 4 4 i i 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 Ci6m6aq 36.326.4001H 4 A I 4 1 4 4 2 4 9 2 1 4 2 1 4 2 4' 9 T 4 0 1 4 4 1 d 4 2A4R 4 A 4 2 4 4 J 14i 4 4 2 4 1 2 A 4 R 4 4 ] 4 ]A 4 t1 4 S 4 9 2 A 4 ] 4 4 2 4 4 2 4 d 1 4 4 2 4 A 3 4 4 1 1 1 1 4 4 2 1 4 2 4 4 2 4 d 2 4 4 z Fs.om 1 i4 •�ISEII SEE TABLE 5,SHEET 7 FOR DESIGN PRESSURES..EN USW G HIS TABLE. - F Y d'h'ith tiu fittrtida =3t:itd"ng Code A�c ­MIN.BOTTOM SASH HEIGHT=WINDOW BUCK HEIGHT-45.W2 I Revi�an. E,,tlsir,4 uWe 4['+4�, LYN/vl.,� NO CHANGES THIS SHEET. by ��; •LtGENSg`•-�/_� tvT7az<t t7,S;tofhaduar - NOTES: No.58705 '- 1)USE THE ABOVE ANCHOR QUANTt—REQUIRED.,---.TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. !A"? _ tMacr7pttoa: - ttmwa "� ' ///'''�, L)»1 1tgOTEtiNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKt 2)USE THE ABOVE'MAX.ANCHOR O.C.SPACiNa......... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. -' `•- (U_ N.VENICE,F134276 �0, - STATE (V� 7iUe: Data. 3)FRAME DIMENSIONS ARE SUCK.°MR'=MEETING RAIL. i� `'•FtOR4Dp; \��~ (941}4B0.1600 DOUBLE HUNG WINDOW INSTALLATION-NI 05/16/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NE)(T AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. f, S�QNAL. mot` P6Tamusm oli c• Se7iee/Madet Swfw SheetALL Orontrrgr No.' Rev: 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYhII�MILLER,P.E RT.OF UTH.029 DH-5460 NTS 9 OF 12 M D-DH5460-01 P.E#58705 CH21'.OF AUTH tY28296 3.500' 3.500" 3.500" 3.500" 3.483" 3.483" ----� .063 •�+-- .463' .063" .D62" 2.444 2.444 . 1.483' 1.483" 1.483" 1,483' o� l ao ❑ n Iy 1 I} T t5 2ER--V-� a L�� o❑ .625" I I '625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME .62'5" I .625' I 1 LI �FRAME HEAD 02 HEAD 1.375" HEAD 4 5 J-CHANNEL LJ 6 FLANGE 1.375 HEAD 1.375") O FRAME SILL O FRAME SILL _i__ 3.463" -.-{ 3.6W 3,500' j- 3,50D" 3.500" �I+-.062" -�{I+ A62" -►{r 062" . -►t - .062' -�j•+- .ow ►-��- .062" I I I [�I za4a" U. 2.444' ! a��L -,!]a- � 1.4831A83' 1.483. ° 48W L-Qr l -L r FIN /�`� / I 1.375' SILL.FRAME C. FRAME SILL' 8iS �1.375 �FRAME JAMB 6�� 4 10 FLANGE FRAME 1.375 11 JAMBFRAME '12 JAMBEQUA LEG FRAME 1.641' � 1.641' 1 -�•I 1215"..� 1�7s 1 2.100' -+•{ 2.178• 1.472• ►{ , 1.565• t375" I .974" ^ .590' I 471• .(.-�- l('.69j0• 4T �--- .035" .050' b 1.000' }"n- ---� P I LIFT RAIL LIFT RAIL 1,000' }�--- 060, .D70 ,07fr .D50 LED KEEPER RAIL 16 SASH RAIL DH SASH 17•BALANCE 18 SCREWSASHSTCO 18 INTERLOCK 20 INTERLOCK COVER 21 EVE INTERLOCK ��NERLOCK COVER 1,649' ` ^ .301" P2 plyi REVLSELI17:t �.754' 1.628 4s c�mplyittg wiN do Flaida .050' 3tt3fd+n8 Cede Accepfaata tdo r t-, .035' --�{F+-- [� Expirntiun Die \\ �i Revision: IG BEAD 80 EXTRUDED SCREEN FRAME 14 TOP SASH PULL `,.`aOtJY LYly�y�/ �' '1cErus NO CHANGES THIS SHEET. 73 M�n�l2sduPicov4l I 1.185" 4�- •-."S3 - 1.185 1,1W' f-wy- � I No.55745 Aesaiytios: !)mwe t1y: .715' 715' .81D" .715' ^A': �-/j�� 1070TECHNOLOGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI GGST�A`TE OF :•W' N.VENICE.FL 34275 .060' .060' ;�4h•'•`•AXORIOP,.•:'��`s (941}480-16W Title: Pete: LIGHT SASH STANDARD SASH On SASH �.,5'S+J •-- tyG,�. rC2H7 DOUBLE HUNG WINDOW INSTALLATION-NI 05l15/15 23 REINFORCEMENT 24 REINFORCEMENT 25 REINFORCEMENT ////�jv'�t'" \\\ ALLM!PaT!p �g�rym a S-1' 7'* tNowtng No. Ror. ALYNrJAIUM'.b.E. DH-5460 NTS 10 OF 12 MD-DH5460-01 E P.E#58705 CERT.OF AUTH,R29298 TABLE a: Bill of Malarial 19 - # I Part# Description Material 7 1 620113 IFfame Head-J-Channel P C 2 1 620114 11rame Head-Flange PVC 3 1 620115 Frame Head-Fin PVC i 1070 TECHNOLOGY DRIVE 4 1 620116 IFrame Head-Equal LeglBox PVC 9 N.VENICE.FL 34275 5 J 620105 Frame Sill-.-Channel PVC 1 (941)-490-1600 6 620106 Frame,Sill-Flange PVC COPYRIGHT ParINDUSTRIES,IES,W17 7 620107 Frame Sill-Fin PVC ALL RIGHTS RESERVED 8 620108 Frame Sill-Equal Leg/Box PVC CERT.OF AUTH.#29296 9 620109 Frame Jamb-J-Channel PVC \ 10 620110 Frame Jamb-Flange PVC \ ••-�i 11 620111 Frame Jamb-Fir PVC 82 ; 12 620112 Frame Jamb-Equal Leg/Box PVC 141 620171 ITOP Sash Pull(opt.) PVC 86 ii 4, MITERED FRAME WITH 15 1 620140 lKeeperRall PVC v `• INTERIOR AND EXTERIOR 16 1 620129 Sash Rail(Sides,Top&Bottom) PVC 87 FRAME WELDS 17 620134 Balance Cover PVC 18 18 620133 Sash Stop/Scraw Cover PVC ao oR az a3 19 620156 Lift Rall Interlock 6005 TO AI I �. 20 620144 Lift Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 AI 81 OPT. 39 N!A FOR+50150 DP UNITS 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063TOAt 44 24 1 620151 Standard Sash Reinforcement 6063 T6 AI 25 620152 HD Sash Reinforcement 6063 T6 At 19 30 61644 Weatherstrip,.187'x.270'Fin Pile SPIRAL BALANCE 42 43 -. -31- --6Q300 Weatherstrip;.190'x.300'-Foam Bulb-- ----------- - - - - - -- - - - - - - - - -_-- _ -- - - -- - -- - - - - -- -- - - - -- - _ -- - - I - OR -32- ----61719-- Weatherstrip,.187'x.220e PolyP-Re_- _-- I y CONSTANT FORCE 4U - __ ___ __ ___ _ _ _ _ __ _ _ _ __ _ ___ _ _ ___ __ __ _ I-- ___ __ BALANCE 33 61625 Weatherstrip Plug,.220'Finseal i 40 OR 42 43 35 78X1MTTT #8 x 1'Ph.PH SDS(Interlock Mounting Screw) SS 36 720210 Weep Hole Cover PVC j 41 9 39 720185 Tilt Latch Reinforcement Gip PVC ! A 40 720XXxXX Constant Force Balance 80 41 78X34PPAX #8 x 3/4'Ph.FH SMS(Con.Force Balance Screw) SS 42 Spiral Balance 1 43 720205 Spiral Balance Shoe Nylon 44 78 1114FPAX#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) SS SCREEN - NOTES: ASSEMBLY 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. DETAILS �• - 2)J-CHANNEL FRAME SHOWN.PARTS#1,5&9 OTHER FRAME TYPES APPLY. r 3)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LAB FRAMEELED FOR AAMA EXTRUDER CODE. I 4)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. ASSEMBLY 5 ' 5)ITEMS#13.26-29,34,36,37.65-72&84 ARE NOT USED AND ARE NOT PART OF 1115 APPROVAL. DETAILS { -- EXTERIOR ATTACHESTO ( '_PIVOT BAR,#60 Revro7on LYNN NEXT SHEET NO CHANGES THIS SHEET. � � ''v� sF �� NO.58705 _ PRODUCT REVISED D—Ilptlew Drawn ey: %v 7 *- as camoyin6 Wirh III- BILL FtmeP.a _ ��,, -„• - OF MATERIAL A(BOM) J ROSOWSKI 100".... �Z Au t»:•NO a9 roe Data �• STATe o :'�<u� DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 S�FCOR1DP'�G�'� ry_ Sed-1W.&t. sad&: Sheet: Drawing No. Rev: r/r ANAL.�, ` M!am nxa usiCs� DH-5460 NTS 11 OF 12 MD-DH5460-01 A A.L4REX.5LTO5 TABLE 8,CONT.: U 81 OPT.PULL Bill of Material,cont \, s3 HANDLE # Part# Description Material s2 45 720197 Auto Lock Mechanism Steel \' 16 I y 64 46 720198&9 Sweep Lock Cast Znc 16 47 720195&8 Auto Lock Coen Assembly Cast Znc 1070 TECHNOLOGY DRIVE 48 76X1180PTX#6 x 1-1/8"Ph.FH SDS(Auto/Sweep Lock Screw) $$ N.VEN CE,FL 34275 49 720200 Auto and Sweep Lock Keeper Cast Znc (sa1}aaa lsoo 50 76X34PPTX #6 x 3/4"PH.PH SDS(Keeper Screw) SS 73 xa COPYRIGHT02017 51 420181 UR Beveled Tilt latch Comer Key PVC PGT II HTS RESERVED INC. MITERED FRAME WITH ALL RIGHTS RESERVED 52 420182 UR Pull Rail Tilt Latch Comer Key PVC ATTACHES �53) INTERIOR AND FRAME WELDS EXTERIOR CERT.OFAUTH.#29296 53 7634PHFL #8 x 314"Ph.FH SDS(Pivit Bar&tilt Latch Screw) SS 70 BALANCE ✓ 54 420183 Tilt Latch PVC 55 420184 Ti8 Latch Retainer PVC 56 720207 1"Tilt Latch Spring SS OPT.SWEEP LOCK 57 420188 Plastic Tilt Latch Finger Pull PVC 59 50 76 46 OPT.AUTO LOCK 58 720192 Metal Tilt Latch Finger Pull Cast Znc -\ / 59 420180 Pivot Bar Comer Key Crop&Bottom Sash) PVC a7 d 60 720206 Pivot Bar(rap&Bottom Sash) SS 53 57 OR-55 I 46 61 7101/7102 Top Sash Tilt Latch(L&R) PVC 49 i 62 76X12FPTX 46 x 117 Ph.FH SDS(Top Sash Tilt Latch Screw) SS - 51 OR 52 �� 63 720101 Sash Pull Handle(opt.) Cast Znc 15 �d f a5 55 I i 64 78Xi4FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS , 73 720136 I.G.Bead PVC 22 74 Backbedding,GE 7700 or Dow 791 Silicone TOP SASH j I iit 75 71684&5 Setting Black(7/8"x 2"x 1/81),65+/-5 duro. EPDM ASSEMBLY 1 j 80 61012 Extruded Screw Frame Alum DETAILS ExrERIOR I 81 60775 Extruded Screen Spreader Bar Alum ATTACHES i 35 82 7CKGLB21 Screen Comer Key to Extruded Frame PVC LIFfRT1IL \TO BALANCE BEVELED 21 83 72045 Extruded Screen Spreader Bar Clip Alum O INTERLOCK& INTERLOCK 85 7CASPM Tension Spring SS COVER I o &COVER O 86 61816048 Screen Cloth Fiberglass 20 1g i 87 1 61635/81624 .140"Screen Spline(Machine/Hand Rolled) Vinyl I i p x4 1s o I 54 •ATTACHES 53� � 19 TO BALANCE �••.\ 0 O 60 •• _ 64 59 OPT.PULL [53 r HANDLE Ravisron �.�`�ONY LY/VN '''•,, �l 63 NO CHANGES THIS SHEET. Qom:' s ':��. , 16 No.58705 " _*' *_ B RODUCT REVISED ,07a1ra aom¢ �ymg w'� en Rntda BOTTOM SASH D�P1ran1 b = Building Cods BILL OF MATERIAL B(BOM) J ROSOWSKI ^-p-.. (I I� a_ a nr��t.lT-Ofo3v.O�j ASSEMBLY Oats: 0 '., STATE ::. � 'ratiaa Date p7,D \\� HES 7�: DETAILS DOUBLE HUNG WINDOW INSTALLATION-LM 05/15115 iss/��ORIDP,.NG��� Dade EXTERIOR ' Sedes/ModeL• 5cals Snaeh D-"'ag No. �NAL `7� ..TO A LAN DH-5460 NTS 12 OF 12 MD-DH5460-01 A A.LtiI.E.#66705•P.E TO BALANCE P.E.#58705 MlAMI.DADE MIAMI-DADE COUNTY w, 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.aov/economv 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 shail'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-E_i�ded A.lumWui T_uti_e Mullion-- APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistatit 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. RENE,WAL 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 No._1lf7-0630 01 �MIAMI k7AiJE COUfVTY z •_ ,.,, a t Expiration Date: May 26,2021 IL `�f 7 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 5th Edition (2014) and with FBC 6fh' 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.Piasencia,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-611 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. j i l i r i i, f E F E 6 i Py4dZJorge M.Plasencia,P.E. uet Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 E-2 Approval Date: November 09,2017 i 1 fa� 3i i F 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 FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PHOOUGT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES_...._..__._„.......1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED SYCITHERS. INSTRUCTIONS...._____I ELEVATIONS ........... FIGURE 1*. �xa MULTIPLE OPENING VVO-H FOR VERTICAL MULL.. ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD............_.._.............2 S - N KJUL TO IX&MASONW------- TOR- .. MULLIGNS INSCRIDED!NSIDE HAVE BEEN TESTED ASTREIE-FLOATING"AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,BUT$HALL 2 see Ot7al.sINSTAU_knON NOTES...._.._.._._..2 SRECTANaarwt NOT HAVE A GAP HAPE OF MORE THAN 1W FROM THE CLIP. MULL TO MASONRY.._--3 — in SH;I;E. /- MULL TO STEEL 3 C11 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL-,......---------3 ��ff I . DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN11180.THE 113 STRESS INCREASE'NAB NOT USED ALTERNATATE CUPS,-.-,----4 01 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. SAY MULL INSTALLATICN_ Z I X 2 X.126 MULL SPECS__.-6 w C) w IN, 1X2X.376MULL PECS-_.- 6 0 4)PROPER SEALING OF ENT-IRE ASSEMBLY 15 THE RESPONS1131LITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2-75 X ME MULL SPECS-=-7 U) INSTRUCTIONS. IX775X" U31 MULL SPEW -g LS 4' z -8 SMOErAI 1 X 3.125 X.500 MULL SPEa .::g 2E Q� to - C> SEE ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER co ATH1UG; 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X4 X.12614ULL SPECS 0 p ILI C 01 L I X4X.375 TUBE MULLSPECS 11 =, 0) SHEETS 2-0 ----I___i'-- 1 X 4 X.376'r MU'U_SPECS,-...11 CD Uji A ThRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN '""'I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY ]1125 X 3.188X 266 MULLSFECS-112 1 1 -25 X 3.25 X.1110 MULL SPECS.-13 OPENING 126 X 3.25 HrjGHT X.624 MULL SPECS...14 K z VERT. MULL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND LIP TO THE NEXT 517E SHOWN CN THE TABLE(S), 125X3.94 X-024 MULL SPECS_16 FOR Vj LENGTH HORIZONTAL 2 X 4 X.25 MULL 16 L-j - Ft :D < L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Oft STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 9 X,26 MULL 17 z SEEDETmLe 12OX 7 11 X.125 MULL SPECS_18 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALLBE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3n*X 32S BAY MULL SPECS 19 z wEr r, 45*X 32S SAY MULL SPECS-_' 0 j.- - REACTIONS. MUUION&CUP DIMENSIONS..__ 2D 3 Z P < cm �5 0 ­_21-23 2Z GXAMPLES I&2------ 24 1- Z .0 • W FENESTRATION 8)REFERENCE TEST REPORTS:FTL-0443;ELCO ULTRACONIAGGRE-GATOR NCA'S LOADING EXAMPLES-==-1--­25 0. So jia yc� PH DUCTSMAY co B 4J "OFANYTYPE. 9)MULLIONS AND CUPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 0 E MU W, STBE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULUONSAR=_CNLY TO SEUSED WITH - MANUFACTURED Z 0 cq " 13Y PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, LU 3: 0 L 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ w 0 A. 2 , JSEE DETAILS 0 ( A-D.GH; 11)QUANTITY Of:UNITS WITH'IN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 0 0� MULL SHEETS 24 W[DTHIHE1GHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA, PRODUCT REVISED LENGTH HCREZONTAL MULL — asc,,SmPt&g With the Florida c LENGTH INSTRUCTIONS: Building do NIOA-No. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. E-Piration Date 0512612021 LL "FEULNG WIDTI" �--HOR17 MULL LENGT" 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By Nliaml- do Product Control LENGTH FIEFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR`TRIANGULAWTRAPEZCICAL*. OPENING 4)FIND THE CHOSEN MULUOMS MULLION CAPACITY(LBS/FT-)FROM TABLES 1A THROUGH TEA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING HEIG THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OrEkIINC MULL FOR HEIGHT LENGTH HORM vmT. MULLION CAPACITY(LBSM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE RgEQVREMENT FOR THE OPENING OBTAINED IN MULL �GTH STEP 1). 5)FROM THE SAME TABLE USED IN STEP 4)ABCIVE,FINDTHEVALUE IN THE NEXTOOLUMN ANCHOR CAPACITY REQUIRED(LEIS.THISVALUE LL L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENING WIDTH SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE Ly OPENING WIDTH ANCHORISUBSTRATFJANCHOR-CLIP PAT-TERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FORVORTICALMULIL CAPACITY IS MET. SEE CORRESPONDING DCTAJLS MULTIPLE MULLIONS FRCMFIGUFEIABCIVE 7)IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LOSIF-P)FOR THE No.58705 OPENING,YOU MAY USE THI-_-ANCHOR CAPAC17Y ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH TMS COCES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED PORTHe SAMESUBSTIRATE -aq -20i 7 rLopioA BUILDING CODE JFBC).M EDITION 02014 FLORIDA BUILD FBC�,STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LESIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION N 0 : ANSI1AF&PA NDS-20 16 FOR WOOD CONSTRUCTION CAPACITY fLBS;FT`2j OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ORION.. ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. AISI 8100-12 *��* \11 :AISC350-10_ 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A NMI H E. FL P.E-#58705 w ��v YJ. N�N Ste'S DETAIL A. DETAIL B; MuwoN o ° MULLION tYP.ANCHOR MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BucRSTRtF sU63TRATE, 02 3 OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT sEESE TABLES,B-1ae (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) —"U" As, SEE N. I I YAtLLiCN BNEET i. ..:.; U e I I SEE SHEETS MIN 23 KSI EDGE W 0 EITHER TF.E 1 I i 21-23 MRPOLE 4 I CONCRETE OR CMU','i I DISTMOE. W STANDAROO -� - I' LOCATIONS q - a I .I h^-^--~SEE SEETABLES U5 OFFSET MULE a CLIP MAT BE o I a EDG=DITANC MASO 19-13B EDGEISTANCE ice, j,�9 NRY S - INSTALLEOBY ,d I n FOR WOOD / c I I I ANCHORS Ix m , p rnISMETHOD. SCREWS 1 qdd a SIDE VIEW Z to 0 L zw• ACFoa ALL MULLIONS C = Z a < ETTHERTHE d Q d . . e - STANDARD OR 2 U m x q OFFSEFMULL Z 7a eU q �' .dam CLIP MAY BE W d'� i R d d a EXTERIOR < INSTALL90BY I-- Z �i� THIS U--THOD.. .--t z EDGE a .. Q c- r DtsTANDE �'4 m a Z Z QoN rn FOR F. W+BONRY a Q z r TtiE.OFFSGT CLB>IS ANCHORS C F- E-B BID tiECOMA�IDED FOR W g $ O EXTERIOR W -j , vnuoDws,eurMAv S W Q OTHER FRAME 7YffS. S � Z ,qC � �y zm^O s:Q OR Tn.ANCHOR .ANCHOR *:DDISTANCE ERSUUBBSTI RATE, FE3 SUBSTFATE, PER y-UgS�A�, EE TABLES 7&168 SEE TABLES I6-138 PRODUCT REVISED SEE TABLES 1B-16BDGFIENO - BUCKS'Ri0' as Compl ing with tho Florida ANDEEZABLES Building Colo HEuaEOMENT BUCKSTRW6-139 ` BYOTNEm' NQA-No. 'IT•O6 Q.O'IAND EM - SEENOTEI, Explrnfio 06f2612021ATTAMIEsHEE7 i. a�ENT•- �t - nt)ataBY OTWJr `'•' 13srEpET 1. 4 •'~'.,•'• '••' .'-:`'-µ .. Nllam� Product Gontro! -- MINW KSI CONCRETE ORCMU SIDE VIEW FRONT VIEW FRONT VIEW +i INSTALLATION NOTES: ! 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE:EEYONO WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �,XpN,....-.N�yj� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �`�'�:'•yICENSF•.l�F i` CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUP MAYBE USED. �,*; No.58705 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICK,IONS IN MIAMi-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1i ASS ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. ;i 70NAI-'E t`� A.LYNIt�{jijL ER,P.E. FL P.E.#58705 i i - ^ i TABLE 1A a a Mnillon Ca Table I milt Opening Width(for vartica*spar9urg mu1ions)or Openng Height(fonccdwniahLspar7flr�mullum 9�o a 50 In BON 70 In Sol. 90 in 100 in 120}1 1401n 1Com y g p t2eatar09Ra TraRrtitafrg. Rec1a11gWar 7tapRdarrg. R�tmrgWar 7mplTrtomg. RCWonOubr TtaptTdars9. Rentarq;War 7ii+t7riaTM7- R..'.Ootar Tr.1QrRi w+ Reelarq'ur 'rlapRdsm4. Recta qulor t!ap?r1a+g. RectangoI. Tap'lktertg. 1 x 2 A.125 koadng Loading tnadng L.-an9 Load119 Lo0dn0 toadrt9 Lo031n9 "11 loading k9od0g Loadng L.eadng Le ffi.g L®dnB Lwwem9 Le 0n; tadn9 0 tCfi Alum.Tube a a _. x z r z• a r. .& a.. g m... : ,ra^, a a .� g z 2> r ; _a it r ,� z •^ W Mullion a x a �� a =� $� ag rL o� a a a a ee g� N U 13 19 0 4 13 t4 1 9 v 21 I A 3 �na v T n i i T tS �i d Ba S0 8m s � 3 0g Rti o � 47) v`ai la z° W fa d`c° a@ d`a� d�rc f dp dp� aft dpa� s. d� �d ¢` �@. W@. door �1 a �� d2rc �8. Z W O 42Irt 111.9 4tle 1299 372 33.2 40a 119.5 325 79.9 406 107.8 32f 6B.B 40B 104.4 319 62.1 4tl0 104.0 314 55.9 409 104.0 3:s 46.6 100 1C4.0 319 39.9 408 104.0 no 3i0 408 104.0 319 W � � 481n 742 3t2 Sb.B 258 6Z4 312 73.4 252 Sty 312 67.0 248 4d0 312 032 246 Ate 312 $1.3 241 37.6 312 61.0 244 312 312 61.0 244 Me 312 61.0 244 23A 312 61 a 50,625 in 63.9 261 70,6 234 53.2 281 61.5 228 4rW 281 5S.7 224 39.8 281 52.1 222 35.6 2B1 60.1 22B 31.0 281 49.3 212 26A 281 49.3 219 228 291 49.3 210 2C.0 281 49.3 219 h a S S41n Me 247 57.5 707 4aD 247 49.B 202 370 247 "A 199 M9 247 41.5 196 292 247 39,4 194 20.3 247 3a4 193 21.0 247 38.' 193 tab 247 39.1 193 16A 247 38.1 193 ? m LLI m6041 X4 2M 41.2 170 3Z0 206 35A 103 27.4 200 SIA 163 24.0 250 28.0 190 21.3 2a0 27.1 169 19.2 20D 259 157 160 200 25A 160 6 T- 0 0 61 In 33.1 101 35.3 165 27.6 181 30.3 152 23.7 151 26.9 149 2D.7 161 24.5 146 18.4 101 22A 144 16.6 181 21.1 143 D C) So In 2a8 165 30.6 142 24,0 165 2ai 139 20.6 165 T4.1 136 18,0 165 21.0 174 2 Z 72h 222 139 23.3 120 1&9 739 t9.9 Ile 15.9 139 173 116 8 gp 7B in iB.9 125 7Bfn 19,T 109 15.7 126 fB,B ia7 y CO u �� 7 Q J h 17.5 119 1Ik2 104 Z TABLE TB ANCHOR CAPACITY ADJUSTMENT FORMULA. F Q '�` Anchor Ca ci Table Ohs) ANCHOR CAP.,,c,,,,� a 1p N to�o Sob9eele: 2.1111biln:le 2.5t Ganc. HnOar CMU Reed a3lU PT Wood Metal (DP,)X(- )-ANCHORCAP.m r CO r;W 51IVOno i!4"SS EIpo S/SG Bco iM`96 E1ce Y105teN 9f28tecl p12 Stod MULLION CAP.,,a,r- ,� 1}T Anchorciip Pattoms Mcha Type' 3l1fi-Heo tnbarcn iF4'E:CD Ultracen 316"t3CO Ulb3oon 1/4'Eico UIIncm N` Y 1.CtracOn A4'55 tar Utaoon ADSSEIar NIC tees 0128tc5} s12rr{c5} USE THIS FORMULA TO OBTAIN Tt{G•ANCHOR O, ' N � E4BoOrsmnce(mi- f• 2•HY" I- 24W stye" 1• mrz r 2-1.2' 2' 3-�/s r a.45 a.51" 0.324• CAPAGiTYREQUIRED'COP.FtESPONDihG70AN s u X Q Embedment(In7 1-WO- 1-Y4" - I-V4"- 1-914' 2 _ 1-1147 I-Iw_ 14/4' Mg. I-1r4• _1-0/4 _ Z• f31a' 1.3r %wjM ACTUAL PRESSURE REQUIREMENT FOR THE _ ss 2 AnoMrs 0 4.7�MIn O.C.l Ste aH or offset cap(Fig.ly wo tOs 590 ft 450 Ws Base Bs 1644 as 2701ts 2001ba 354 lhs 7401hs 374lbs 654 in M W 341 os 442 M-. WO Las OPENING,WHEN IT IS LOWER THAN THE MULLION G D-g� z m(J 5:[? 4 Anctnn 1H f.43 MIn.O.G 7SaodanM1(orOsreO C1tg Wig.1).-480 tbs 7001bs- --NIA - WA - WA NIA 380lhs WA- NIA -WA NA WA- 6820a ,$a51bs _11280s _ CAPACITY(FROM THE TABLE)OF THE SELECTED m c §Arrphac Q3`tdiM1 O.Gt12)2x5An9kgi0s+F9.3k 780 ihs 780 ins se6I05 I=9s 16960. 540 ft 5601bo NIA 760Ibs 748 ft 883IDa 169211% 6820s 83523 112U iDs MULLION.IT WILL YIELDAMINIMUM ANCHOR - U 2 A.W.90.45"N441.O.C.I U-LIIP,Inro.12S Alt9n.(Fig.4k WA WA WA WA WA WA NIA WA NIA WA WA WA WA NIA 715Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancbcri i,Gip(F*5): 19S ibs 195)bs 225 ft 445 ins 822 ins 131 Ibs NaIW 1P Ibs 370 w> 1871� 332mo 473 bs I-lls 22IIEs 29avm ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2AncbolsM L75"Min.e.Cf F121 (Flo.5). 240 lb. 35001s WA WA WA WA 1901bc NA NIA NIA WA WA 341106 4421bs 59916n ANCHOR CAPACITY TABLE as coin iyln with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -- Building Code NOA-No. 17-0630.41 Elrpiratia�n,Date 0 5/2 612 021 Mtam`1�-0 product Corstrai ,._ FIGURE 1: FI�_ � SEE SHEETS ETES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 7.5 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _,..� t.OpD• �. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLEFS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, g,pp0� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSft4ATES;CONCRETE SHALL CONFORM TO ACI 3i)1 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125" �� a�V,...... rrr�i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED F iti��,• },10ENgF'��C i. FIGURE d: FIGURES: FIGURE 8: YELLOW SOUTHERN PINE NiI'IH AN SG OF 0.55,ALUMINUM SHALL BE 6063•TS AND BE A MINIMUM OF.125* THICK.STEEL STUDS TO BE A M INIMUM GRADE 33 AND.04V THICK(tS GAUGE).STRUCTURAL STEEL"10 BE AT I'X2"X.126"MUWON Z y N..58705 ® LEAST.12F THICK AND A36.ALL ANCHORS INTO ME IAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#106#12 ANCHORS INTO WOOD MAYBE STEEL I"S.S.OR410S.S. ='p t��AT ry'F jd,�., 0NAI e'e A.L'i fJi7MiiIDCE ,P.E. FL P.EX3 W705 i TABLE 2A Mullion CaPOC4 Table Ibsltt g Y' Opening Width(fbrw-rticglyspanririgrntfk=)orOpentng Relght(lbrhodzanta9y-spsnringrriAcis) gIw b 501n Win Min 60 in 901r 1DOin 1201n 140in 160h Recta)tglnar TraiiTdarg ne4falgolar TmWTdaA4 Reetangaar Tntp rdalg. f�etapulat Traru7,iang, Redalgua[ TtaiYnfalg tizcEa gt3af Traptrdmg Rectm,Bsdac iraiJTdrag Redangdar Trmp eng ReCarOunr Ttapfrnan0 F 1 a 2..376 Load019 -oali'm0 Loa ng Loadng Uw m Lwdrg LaedInS Lard Loafing Lz4,g LbaGina Laad'19 tnadlip Loaning Loading t+»''no Coaling Lam" o i Atum.Tube Tig . a MulhonFp� Froa 9. .. Q- i3' .U f$ G 13 13 tB tI S} U a � >�^ t� ✓�b tJ V fla � G � (�c �3 � U t� {S C�} � () � � N 42 in 17a0 620 1700 435 151.3 662 170.0 478 129.7 682 17RD W5 1134 SM 109,5 518 IMS 682 16&9 617 9aB 6B2 lass 5t7 75.7 662 168.9 517 &kS 662 1fi68 517 [14,8 862 tO89 p17 N J 40 in 121.5 60T 136.0 419 101.4 607 119.2 45D 55.9 5DT 10&T 403 7&0 507 1026 399 07.ti SO7 9a6 WT Sae fi07 09 396 60.7 507 99.0 398 43-4 5D7 gas SMW 507 Sag 396 � -i (l3 �624)n 10a.7 4'8 tt40 379 ✓S.4 456 ae.9 371 741 466 905 364 64.8 466 $4S 360 5/,5 456 e1-3 367 51.8 466 BQO 256 432 456 80.0 356 37.0 456 8&Q 356 465 Sgln 05.4 400 B.'3 336 71.2 400 a&9 328 61.Q 400 72-1 322 53-0 400 87.3 318 47.5 400 8q.0 315 427 400 623 31q 34fi d00 01.0 313 3&5 40Q 6f,0 313 4m 61.8 313 (_'.) W CO vr'I 50 in 62.3 324 Gas 275 51.9 324 57.5 270 44-5 324 51.2 264 Sao 31'4 4&0 2s) 34a 324 439 25T at1 324 420 255 2&o 324 4as 2sa3 222 324 4GS 253 32d a&5 2S3 � � c) a 0h 63.8 294 $7.4 2S2 41.B 294 492 245 3&4 294 ab 241 33.0 2M SRO 237 29,0 294 37.1 234 28.9 294 352 232 224 294 33.5 230 102 294 324 250 2B4 3a4 230 6S fn 4&8 268 49.5 210 29.0 Teg 424 225 334 25S 37.4 221 29.2 230 30.1 218 20.0 268 31.6 215 23.4 266 298 212 1&5 2S8 2&0 210 15.7 26d 77.7 209 200 27.7 209Z72m 06.0 226 37.0 t� 34.0 2$ 322 fat 2S7 225 26.4 f88 ZLS TS 2S6 103 20.0 226 ?d5 i@ 1$D 225 221 180 !&0 275 703 f7! 729 225 136 ITC 225 19.6 176 W L!!g V 7e to 30.0 2@ 320 t77 2&5 9'2 Y1.2 773 21.a 202 23.8jM 1T.0 202 10.7 1&5 tis 20Z id4 163 t2B 202 t&7 ifi0 70.9 2a2 758 150 9.8 2Q2 1&e 15$ co I78 in 263 192 25.6 168 23a 192 25t 165 -2 1. 22.0 15.T 192 td7 157 1q-2 ou )as t5S 11.0 192 15.2 1S2 10.1 192 144 15D 89 192 142 i50 � Q _) SO In f&6 144 t&0 12a 15.q i44 16.1 120 - J 96 in 152 127 15.6 113 �, C Z . N TABLE2$ ANCHOR CAPACITY ADJUSTMENTFORMULA: r) CO t?o Anchor Ca ae TabIB bs ANCHOR CI(P.,,�,,,, N W X StbstraH: 27t Co ',. Sat c_. Nohow c"j Rtet Ci!&7 PT Y+�d mad (DP)X{ N=ANCHORCAP._ An:harT v 6116•Ein. MULLION CAP-1 x ypa: 9I16^f]coUBracOn 1/4"EkaUfmm� X16'OwU7faaun 114'EiooMD.. Y4"SS EIw 511VEbo 114'SSEba p103ted M2S'ted W2S)eel F- And}ior Ctip Patterns I imra4on A901eGSt. Nbecm AgIsSGatx scm(G5)Sct4 GS ficlavv(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR G < < � O E49a 0k)ancr Gn) r z-v2• ,^ 2-vr 3-118' r 2.1Ir 1• 2-10 2' 3-inr r e48• ear c.32a' CAPACITY REQU)RED"OORRESPONDING TOAN a � Z .(n in Enbedmam tbk t-ia' t-3ra^ ta•4' 13+4' r :-t}4• 1-v4• Iva• 1-vq• 14I4• t-v4' r 1-3I6" I� 1atla1 AgTIJAL PRESSURE REQUIREMENT FOR THE �' O } 2 Andras®4.754 Min.O.C.I Standard or OOket CID,(Fig.1k 1 390(ts 390 In 4W IDS esQ lm 1644 IDa 27D um zBo ms 36d ros 746 m 37a ibs 6B4Im 548$18 341 Im 442 5ss Ssa}m OPENING,WHEN IT IS LOWER THAN THE MULLION o 4 M4n4r6 d31.1b'MIn.O.C.l SterdeM(orOThet}Cup(i7g.2x aeQ lra 700 ros 'wa wa wA NA 381 ms N+A Nu wa wq wa $az ros eBS Im 112o 1m CAPACITY(FROM THE TABLE)OF THE SELECTED O A 4 Amore@ 314b%O.C.1(21 as A,&t3tp1/(F0�3k 780 ita 739 IDS tm Ins Imo IDS IS%im 5401bs Sin iba Nth 760 is 7a8 the $800s t�'L Oce 6621ba 885 bs 112001s MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Amtors g0.95'Mn.aCll1{:Ilp tlt0.125'ASmt.(FIg.4j NIA WA WA NIA WA WA WA WA NIA WA WA WA WA WAI 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY as Complying with the Florida i Anchor+wiptRa 5j 1951bs 1951bs 225 bs 446 ms 822 ae 1358m 140 2:a 177Im 3701m 1671m 332IDS an 17O Cne 22r IEa zs3lba ADDITIONAL ANCHOR OPTIONS FROM THE Building Code 2AnahtMOI.15'MIn.O,C./F{.11p(F14.6T 2401bs 35014s WA WA N/A WA 190IDS WA NfA NIA WA WA 1 3411m 1 4421ba I 5001bs ANCHOR CAPACITY TABLE NOA-Na 17-0630.01 NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. - Expiration Date 05126t2021 BY ,)s'rw ' 1(liam}- -duct Contras I FIGURE 1: FIGURE 2 TABLE NOTES: i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLE$AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. (-- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FlGURE3: 3)MULLION AND MULLION CLIP$SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS21-23. ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000° alky LYI...AI FIGURES SHOW_SUGGESTED,APPROXIMATE HOLE LOCATIONS. (DENS �� '- ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL :.'-4 F'•:(� CONFORM TO AC1361 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(OV..U)SHALL CONFORM TO ASTM C-97.WOOD SHALL BE PRESSURE-TREATED =,�. No.58705 FIGURE 4: FIGURE$; FIGURE 6: YELLOW SOUTFIERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL 13E666&T5 AND BE A MINIMUM 05.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 0AUGE).STRUCTURAL STEEL.TO BE AT V X 2'X.379'MULLION „O LEAST,125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %'JS jy lj:� THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I8.6 S.S.OR 410 S.S. TE F V✓ 1aN1L'A i�( ,,. A.LYNtJ MILLER,P.E. FL P.E.#58705 TABLE M Mullion Capacity Table pbslft 8 14 Opening Width(forlerticai,'y-spanning mMi am)or Opening Height(for hadzonta*ippannIng anu ions) I,a 5 50 in 64 in 7o 1. 90 in 901n 100In 120 In 140 in i6D 81 Rectangila TaplTdang. RecbngJer Trpp7rdan9. Ra.^tangular Trp"Tdang. ROGCanOldar Tlnprn+m+9. ftectangitlar i an. fret 0. 1 x 27S z prtrl g tan9i9ar Tmpge-n9. Rmungulor TreplTdarrg, Reot-WJW T.PITt(6rg. rtechn0u}pr itepT7rlan9• 7,1: MO'. lnadna Lnaft LoednO Lmdng load. Loading Loafing Loading tnad4r0 Loading L vEn9 Lending Lwairg Lopping Loading Loading Londry finding .37SAlutn. ox Tube .z• a a.. '•' r a E.., A o v v.. •rs^. •a:. a •za m m b k•A �• '�.� s .. ',- n ate-. s.. a i< uv 3 +R 3 3 rR_ ri o-" B a o S 3a tR c T c1 $ it i5 t oa o`a o rYc• ri r� c' o` 13 9ff � �g sin �� hY s � 5g' �'_ 9 ac $rc � an act ¢`� S dH �u�$ agS d`a dSae Z a>` �� 421n 170.0 fix 170.0 435 170.0 744 170.0 478 170,0 WS 50,11T506 l70,0 692 574.0 5',4 170.0 ftf8 570.0 I 52! l7A0 t240 f70A 621 748.7 f301 770.0 01 127,5 1301 170.0 S21 1S L5 13DI 17ao 521 a S� CD 48 m 170.0 708 ".0 524 170.0 850 170,0 684 170.0 922 1700 ISM 170.0 1133 170.0 681 151.8 1139 170.0 an 130.0 1139 170.5 eta 1130 1139 170„0 68o 07b 1139 170.0 660 85.4 1139 170.D 660 a 60.625 in 170.0 747 170.0 50 iTOb ee8 170.0 MI 167.8 11= 170.4 694 146.8 1032 170.0 723 OILS I= 170.0 747 117A 17.12 IMO 756 97.0 I= 170,9 756 039 i= i70b 766 7.L4 10M 170.0 7M h F 64In 170A 7S7 f70b 612 161,3 907 170,0 631 1362 907 104.7 73tl 120.9 907 1673 720 107.5 907 145.D 714 96.8 907 14L1 710 60.6 907 140.9 70S 64.1 907 11D.0 709 C0.6 907 140.0 7C9 W C)c a M CD SO 601n 141.1 735 151.5 625 117.6 735 130,3 611 100.8 735 116.0 699 662 735 1002 590 78A 736 90.6 683 70.5 736 95.7 578 588 735 91.8+574 504 735 91.0 574 44J 735 Sib 574 Imo,• m LU 036 121.9 S6i 130.0 570 701.E 668 1155 557 870 6L33 56.9 547 762 666 90.7 636 67.7 008 d3,9 031 609 6W 78,8' W6 60.0 M 75.E 621 43.5 666 75,6 621 38.1 666 75A sm U) Z c ti 73 0 d G 661n 106.0 607 1124 522 003 66T 06.1 511 75.7 607 05.0 501 682 WT 71.1 493 58.9 601 71.5 486 $30 607 67.6 481 442 607 63.4 r 476 37,0 607 62.7 474 33.1 607 62.7 474 G Z W �• X J 72 b1 81.5 510 55.8 443 68.0 510 73.0 434 58.3 10 64.3 426 51.0 510 57.9 41S 46A 510 53.3 4t3 4a8 510 50.0 408 34.0 5iO 45.9 402 292 510 41.4 34$ 25.5 6/0 ".3 399 W ,5 N Sryry 4 70In 694 453 725 490 57.8 458 51-T 392 49,0 458 041 WS 43A 468 48,13 3r'8 30e 458 4d.6 3,13 34.7 459 41.6 3W 28-1 158 37,7 392 24A 450 30.0 359 2f,7 4W 35.7 368 h �Z 70 ti 642 Cie 67.0 381 53,5 435 55.5 373 46.9 435 49.8 366 40.1 436 44.7 390 3S7 435 40.9 355 32.1 435 3S7 351 26.8 435 31.4 34q 228 436 326 341 Zo.1 43.5 322 340 BQm dT.e JZ7 i3.1 290 34.8 327 36A 285 29.9 327 31.8 2eO 26,1 3V 28.3 275 232 327 25.7 27/ 20.9 327 23,7 268 17A 327 21-0 262 14.5 32T l9.J 258 11--'.�'' Z' to ¢ N 86h 34.4 28l WA 257 2a.7 287 29A 252 240 287 20A 248 21.5 M7 23,1 2" hit 28T 209 240 172 297 19.3 237 14.4 297 16.8 272 L7 (¢. M Z zc a0 4O 108 in 242 227 24.7 295 20.2 227 Me 201 17.3 227 1Sb 198 15,1 16.0 195 r0.- co x aQ�� b 1/t to 223 275 22.7 194 18.6 215 t9.i 19f 75.5 215 t9.8 188 N W to 120 in 17.6 184 17.9 167 N CQ FD U x ¢ 0 TABLE 39 -_- - ANCHOR CAPACITY ADJUSTMENT FORIAULA. `t '- Z W Anchor Ca Table flips) n- D^` m ANCHOR CAP. a :E.s ue sU 601sI2+n 2.7k Crnarete 3.58 Oena. Hoibw CMU Fined cMu PS Wood -- -Nhfai- (OPr")Xt }=ANCHOR CAP,„",, - p a-� ,xe it'mlL' 511W El- 11V S6 Eko 5/1C EIco 1/4'ss Lim 070 simi 91251ee; 012SIec1 MULLION A1w9rn Tylro' 3ti6'Eko Ulp.. 1W Eku UOr_ 5t16'Sm Ultacan 1W Elo,ullfte n O Anchor Clip Patterns UItnSOn A9ancabr t1Dr4Ean Apo'eGemr Screu•1057 5orew(G3) 9crew(GS} USE THIS FORMULA TO OBTAIN THE"ANCHOR EdgeDktp e(In 1' Zia" 1' z-1n• a-ve" 1` 2-in. +^ 2-vz• 2' 34W 7 0,46• D,54' 0,324'_ CAPACITY REQUIRED"CORRESPONDING TO AN PRODUCT REVISED Eemedm4rt(mk 4314` 1-3/4' 1J74` 1-3R^ 2` I,V'r ,-it4' 1-1W 1-1W I.1W FN4' 7 1a"s t-sw ne&. ACTUAL PRESSURE REQUIREMENT FOR THE as complying with the Florida Building Code 2 Anchors@4.75"Min.O.C.I Standala•Offset Clip(Fl9.U 390 bs 390 les 45D bs 89D bs 1044 bs 270@4 230lba 3541Ic 74016s 3741bs 664lbs 946W 341 lba 4421Ca 560 bs OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchors L15 M81.O.C.7 Stavme(ar0nizU Clip F19.2) 4W Ib3 7001. WA WA WA NIA 3301� WA N1A WA WA WA _ W2I. 96511s 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anahvs @3"Min.O.C!(212c5P�(e C9pa T(F'y.3) 7BO Yr T80 bs WDRe 15001bs 1896.0s ;A016S 5691m WA nolba 74elbc E80 Im 1892It. 68'e lbs 6851M 1120Ite MULLION.IT WILL YIELD A MINIMUM ANCHOR Expiration Date 05(267202'1 2Anehm UP MA O.C.7 UL1lp,ino.JW Aron,(Fig.4), WA WA N/A WA WA WA WA NIA NtA RA Iota WA NIA NA 715W CAPACITY WHICH MAY BE USED TO QUALIFY B !' 1 Amitor I F-Giip(Fi0.6} f05 ks 195 41s 226 8.c 445 ins 622 ibs 135101 1401bs 1771ba 370Ibs 70115s 332lba 4731ba 1701" 221 lips 280 bs ADDITIONAL ANCHOR OPTIONS FROM THE y •' 2Anehvrs Q MY Min.O.Cl F-alp 4GC-67 240 bs 350 bs WA WA WA WP i96fbo WA NIA • WA WA WA 341 Its 4421b6 500 bs ANCHOR CAPACITY TABLE. Miam-0a' To U.t contra NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDARD CLIP. I"->CIRCLED VALUES ARE JSED IN THE EXAMPLE ON SHEEP 1. FIGURE 1: f FIGURE 2: TABLE NOTES: ``��/� � al�1 ® -.-I 1.000" it SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORIVATOK ON LOADING, SE-SHEETS 2-4 FOR GENERAL INSTALLATION METHC'OS. 411111(!! FIGURE 3: - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWABLE, .�apNY.LYA/A, 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-n. 2.750" ���C��•' L.tcetySF•'��(��� ; HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RES T RICTIONS SHOWN ON SHEETS 21-23- _ No 58705 '•,� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, tk ANGLE CLIP MUST BE USED IN PAIRS. I •• 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT CMU SHAG CONFORM TO ASTM CEO.WOOD SHALL BE PRSSURE-TREATED FIGURE 4: FIGURE 5: FtGURE 6: ( ) •, ST TE YELLOW SOU)HERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6463-T5 AND BE A MINIMUM OF„1251 .{t O ® THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 0 LEAST.125^THICK ANU A36.ALL ANCHOR$INTO METAL SHALL EXPEND AT LEAST 3 SCREW THREADS BEYOND 1"X2.75"X 376"MULLION %rSSjQ••... �,���� THE MATERIAL,#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /7 NAL.� \� A.tV�lN M)LtER,P.E. FL P.E.#58705 TABLE 4A 4 Mullion capacity Tabio Ibslft2 OportingWidth(fcrvertmI1Y-BFayun7mulicn5)arOponing Height{�rhITdzw1aJVspanNngm0ion9) 50 In 60 in 70 in as In 90 in 10D In 1201. 14D In 160 In ^ p I X Z.TS R Reetregula Rapmang. Rminigd.r T.Padmg, Rmtenadm TraPIMI-9. Remtmgdar Tmodma RmorgWa TmaR tatnna. R- nMWa ivpvi ag. Reetnnepda '6sp Tdm�q. Rectonsd r T-Ond--n9. pen-71., Tfv/T•iang. .650Aium. Looting _ lx.ft Loadna Landrg toadm9 Loadnii Lmdnq Lmdng Lan Ing Loafing Lmdng Lrafrq] Load'ttv Loading Loadnil Loafing Lend" 1--hm o� oaI � Tube TO! a a,. � � .. „ a .. a � ., a.. a � .. a alDlion asG iA R � as � s � � �� a �$ a g LIJ o v ov o 0 oOc a n ca o o c+ G O 9 3 4 6 a o cie o ov u na o oa�� �� ae s i or 6� € lip a z� �� s� t� z.s 5 E b°� s s .10 s€ [ E� d`� s' � ssa sa aSa � d� a�av �� �� a �� s� tiro a s'> c s� o s'.� z� c� al�0 z Lli 42 in 170.0 520 170.0 435 170.0 744 L70.0 478 170.0 666 170.0 SW 170.0 602 170.0 519 t700 1118 17D.0 EN 170.0 1240 170.0 521 17110 14e8 170.0 521 158.7 1820 170.0 521 138.E 1620 170.0 Ul W 40 in 170.0 703 170A 524 170.0 850 170.0 SM WILD 992 170.0 630 170.0 1133 170.0 %1 170.0 1275 170.0;fi77 170.0 1417 170.0 680 141.7 1417 170.0 set 121.5 1417 17q.0 660 108.3 1417 t70.0 600 fJ? 50.625in 170.0 747 170.0 6M 170.0 L59 170-4 631 170.0 1046 UtO 684 170.0 1/85 t70.0 72.3 1828 1266 170A 747 14H.3 US6 17A0 TW 121.9 1286 t70.0 756 t04.5 1255 570.0 ?$ 91A t2✓� 17Q9 756 C! tU O i-' 54ta 170.4 707 170.0 012 170.0 656 170.0 GM 170.0 1116 170.0 754 150.7 1130 17D.D 003 133.9 1130 170.0 837 120.8 1120 170.0 B50 1065 1160 1740 861 88,1 1130 170.0 1 861 75.3 /136 170.0 861 [C m W 99 60 In 170.0 80 170.0 701 1465 915 IeU 761 U.0 515 144.5 746 100.0 015 1323 735 97.6 515 123.9 726 $7.9 915 118.5 720 732 915 114A 715 Me 915 114.4 715 60 615 114.4 715 G i-- QD (1) 631n ista m isia 710 120.5 ED 135.9 694 106.5 C30 123.2 681 64.9 000 1'122 670 84A 030 1048 662 75.1; 8W 99.4 656 633 EM g4.5 649 542 830 8A.1 W 47A as 04A W (n L IIJ m 001. 132.1 767 1400 660 110.0 757 118b 63fi 943 757 105.0 624 625 757 ml 0/4 73A 75T q0.1 606 667 767 842 Boo 65.0 757 79.0 593 472 767 78.2 and 41.3 757 762 W y z LL.z � �U j 72In 101.7 638 100.E 552 94.0 636 91.0 540 72.7 636 60,1 530 510 636 72.2 521 56,5 636 66.5 614 53.9 636 623 508 424 636 572 690 362 636 55.3 407 31.8 635 S52 497 J (,} 70h MS 57S 90.4 498 721 571 76.8 458 61 771 67.4 470 64A 57f 80.6 471 410 571 5CS 464 432 $71 51A 459 360 Z71 47.0' 451 309 V1 44.6 K7 27,0 671 44A 416 N a =4 78 h 00.0 542 83.4 4A 66.7 542 70.3 465 57.1 642 62.1 456 50.0 642 66.7 449 44A $42 51.0 442 40.0 542 475 437 333 542 42.9 429 250 542 40.6 425 25.0 042 40.1 423 ? Z O 4 N 93 h 62.1 407 U.7 361 43.4 407 4S4 355 372 407 39.6 349 925 411 11.3 341 28.9 1,07 32.1 =8 25.0 107 2a6 334 Z1.7 4D7 28.1 327 ISA 407 24A 322 10.3 407 23X 319 ¢ Z 2 93m 428 358 44.1 320 358 58 37.2 314 10.7 358 32.4 349 2&8 3$3 Z8.8 304 238 358 26.1 300 21.5 750 24.0 256 !7B 350 2.q 289 15.3 758 192 284 n. X '8"0IT 20 106h 30.1 233 30.6 255 25.i 2B3 25.9 251 21.5 20 22.6 247 166 263 its 2" 18.7 283 18.0 240 15.1 ZW 10.5 237 � W t0 ill In 27.8 267 28.3 212 23.1 Z57 Z3.8 238 18.8 287 20-e 235 17.3 287 t8.3 231 '.5.4 267 10.5 22B � � 4y 120 k1 2i0 229 223 209 18.3 229 199 295 15.7 229 16.2 z (,) X Q TABLE 48 Anc2lar e. Taht6 bs ANCHOR CAPACITY ADJUSTMENT FORMULA: ppa 9 a m O 6uMnatC 23k CLl MtB 3.5k Cano. lbu-CMll PEW WIT PTWmtl will (D?e)X 1/ANCHOR CM.,p,,,,,,r1 ANCHORCAP_ v X @�3� 5f16'Sbo 114'SSfta 5127ek 174"SSEIco Pasted 41ZS" D12 S:ed `MULLION CAP.,e,,,""/ E .2 m Oti 1�- AmbwlypC d/t6•Eao tlibaoon tsi'6ca Uibrtr vl 3/to Efoa Uar4o.n 174'Eeo Uua.a1 AnmCVor Sense(05)8-(GS) Sa x(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR PRODUCT REVISED AnchorClIp Patleme uaapan A9pmGiinr usmpan EdOa D6Unra{hX 1' errs• i• atrr_ 3-u6• 1• I atrz• r 21rr 2• 5-va 2" q.4a" D,64• u.32t' CAPACITY REQUIRED"CORRESPONDING TO AN as complying with the Florida EmbetlmentM 1-3V4' 13N" 13/4' 1•914' 7• 1-11r ' 1-114' 1-1/4' 1.1/4• i-V4- i-1W Y 1Y8• i-av uat. ACTUAL PRESSURE REQUIREMENT FOR THE Bul{tlin9 Code 2Anck Q4.75•AOn.O.C.75tudador COnMOip{Fig 1), 320 Ms 3W Ms 45001s 000Ms 1644hs 2I01bs , 2801h5 3541te 7401b 1m w 46 ro n 3744lbs 9e 3411M 442 On he OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 ,a 4 AmMn@l.15'Mn.O.C.I Standmd(or 015et)Clip Fm.2t 480In 700 Mn NIA NIA N"A NA 380ibs WA WA WA NIA WA 632 to. B85 _ S720ths CAPACITY(FROM THE.TABLE OF THE SELt-UrEO Expiration Date 05/26/2029 4Analrorn 113-Mi..O.C./(2)WAngM Clip./(Fig 111, 780 Ms Tan Ms 660 Ms 1560 Ibs 1896'bs 540 Ibs 56DMB WA '160It$ 740 Ms Len It 18921bc 6821b. 985 b9 1120IM MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AMhom N OAS'MA,O G 70-01P.Ielo./25'Ahm.(Fil 4T WA WA WA WA WA WA 1111 WA NIA WA WA tUA t0ARA 718W CAPACI-Y WHICH MAY BE USED TO QUALIFY BY 1 Mwlnr/F-0IIp(FAO.S) 195 Ms Ins In. 225 Ms 445 Ms 62210s 135 Ms 1401M 1T7 no 3701bs lei in 3321bs 4731W t701bs 2271E 280 Ms ADDITIONAL ANCHOR OPTIONS FROM THE ami-Da rodue{-Con{tul 2Annh-@1.15-W.00t F{ilpft,8t 240 Ms 353 an WA NiA WA WA 1a08a WA N/A NA WA WA 3411ba 442. 56n MB AN ADDITIONAL TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, FIGURE 1: FIGURE 2: TABLE NOTES: 1.000" �•-- ��� * 1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEEP 26 FOR INFORMATION ON LOADING. I� ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. l l 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. will l!// FIGURES �� Jt0 .......N��fr�i! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSION_,a SEE SHEETS 21-23. 2750" Y�4':- UGENSF'C� ' ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2a FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO.58705 ANGLE CUP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED al ; " '"U CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -•O ATE O .'•�� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT " �(/ THEM 125'THICK AND A36.ALL CHORS INTO INTO METALS TEEL,ITEND A7 LEAST 3 SCREW TFIREAL75 BEYOND 1'X 2.75'X.650'MULLION 'i SrS'' DR10P,:•���� THE MATERIAL#10&912 ANCHORS INTO WOOD;viAY BE STEEL,18-B S.S.OR 410 5.S. J01VAL i�� A.LYNN MILLER,P.E. FL P.E.#53705 o D Mulll.ength e K T T OT �, ; a N ' ,a . 0oaw M �•® C C �C 7 WRCn A ® 1n A o W 3 5' 1 >< 'o 'o .'� Nuvlon Capadty �u H 6 N E a o b (hslfl2) it T ° c o ty CaPaa z a fC i n�0 3 r3 g Raganad 0�)' m m ® ® Q f>; i >; o o c o c = MuOibn CepadN a s fa m m 'v o o QCafn?j z C c y s ��•++ y�q ��II o @ y; Ancnar cavaclry gg ® V m P rZ 6 Y.q q S� R m m 3 u rJ Gf a Tn Required Qbs) m S yn�q Ro rd� _ _ m Fe Lj^$ �u ya Mu01an Capacity a m h hIv n + la o 0 o m o c o o e ObsMzl E g m Er M, f R m d L Anchor caaaaiy m E S fn y Rey lmd Oba) R ® g J o o Mullbn Capacity a 9' o� z999�; 5 w o m e phaflY) V m ® ns a 7 p'IVAncho o « m J r U m g r m to S -' Requied Ohs) MO.It Capacity m a I a o N o o m o c yo' c Oha1n) 6 Z�Sia6f gta o N B y ' ® z 0 a s sir u � 6b s4K1 9 lmd m Capacty o'� QtNf12) er _ 'mo p R .. ® A r'a o $ m u g o mm S mJ$JR a ' AIIGIPf Cepaoty m' to 2 Regtlmd Ohs) m s oI:t RINgti m o o MU11.)C�cty E g do m o a o D z 9 z w as q ,� � � AnchorC.paclty fig, C7 O" m B 9 &"i iR �+ "� Requllad Of>s) m h v g r Z r N S rn o m c N E 91 =m m m _ z o pOM txilflZ)CapatttY ' 'NOy �O my O z�$- g, A� om� =mom Z {nn Da n B — m S m U R,, 6. OdC�)ty m �• ' .y r mm Om y N m m u S y 2 0 N wt Win CapadN r 9 o �m x m,S v o �S n�{B � W p N '.•3 i; p R & QwRz) o c C 0 O� �i761 0 ^ ^ •- -• MthuCapaalN N�mmioy°z z m mzA 3 H 'm Raga'red(hs) W o o v z°'n' x O m e S $D D `a s FJ a tN Mu:11.n Capacity y s 40 o _ =D C y yy T C •� QW�) s8y V Q y ry Z g N 9 Vl A Z m N Z nr C Q yynn pp?? J gg AncM,C3paChY m y 2 r 2 F o' C e o .$ a Si a e m S� -1 Regrdmd Qba) O to O O O Z a > a ?N O Q�O ?S TO y z 6 Id R KI.E.n Copaclfy o O(fin 0ppo`0 D 0z r y N oI�1 Z a, —D. T Da m r �a a�_�a•-�_&F. Nm+ % madin — � o V aAt�h acl oom,- A SZZ Z y 9 Ragdd Ob.) - n�i. eP3yO0 MCevaclN oa -01 m — & d 6 (1,022) arZ � g a Anchor Capacity u equ {ap Rired -1 m d. Ro a t3 re H q m N m N G N hwumn capaalN i n U to i. m e (msrea @6 3 m s0 T tm»S z T a m @@ p Arxhor Cap,.11 g 31 R in @ �•' Ir" u : $ ^� C G^ zd £.6 3 M AmhW QW) Ar o 0 T f a t3 s o $ o 6WIbn capacity -+ s' a m F x z c R t& ' L' in a e b P �) z m O N z y A a d d e o ki Ancha ch 5 �yv0m0N O =N � Z N��)'ni$N $ N • .• -• Required(Ihs) - N n n o Z. 6 a D R d 9 5 fl U m - ri >A .� . T 0 v 9 !n Muffna crq.aaiN C3y,',z Mtn p. a o j P-)� E 9 Z w O Z)n ig gyf3 Yn Pn 8' Anchor C.Padty ' 1 3,1 O m O 6T H Id l; q RIM Required(ma) R $ S V _ m �rRR z ``d' 3 a Mulfan Capacity ' N , N� m )u b N o )Ibslfl2) to Q N 0 'I2 D o V ^ Anchor Capacit m ' g Do�oonoc ^) �'� 4 y m Cl o W c� czj cOi v c-DD m m 1-0 cLi Zn $ a o Raqulred(ms) O S�DF Dy _ 0 4 o o-?o Z�o x x A m � � 'a N � � � Qha)mUMba C�a� 6 W� A,, ^ Na *A=rmi+ 3e = ,1w)NooCOic 0 0i3zpaaND -c� ctr T -yD m D y D O$ 1 w u ' Ym8apacity_ , mOhs) Cy Z NZ,5AyyA A.��. C 3 zo 14 y 1 3O� .zy pm z 2C y 7q1 '—oPMA�= � 'c EC: m �. Y CU9� allzmd "Co Z :r.'r m(�J Z r;2 ,ub P" COPYRIGHT®2017 POT INDUSTRIES,INC. ALL RIGHTS RESERVED -0aD:A IIa 9 IMPACT-RESISTANT ALUMINUM TUBE MULLIONS j cr ;9 0 i2 c m '.a i m DaavtPl4n: Je .4 �C 1 X 3.125 X.5 MULL SPECS T�(r1 ' T' •.'� M ESN Saie> lode: ore,.�ne Na. Snoor. ' , •. 1� w e m N/A NIA 0300JR 9 or 2 'yyF'•••.•••. M O darn By: D3a: Checked By. Dora: Rev: r A VICYX.M0 2275� R >f 11II\` o N o °s J ROSOWSKI OS1 9/11 C �4r)sac rsan III 1 1111 tr, i 0.w e: Dnle: ReNsbrr. J R6SOWSKI 06/19/17 NO CHANGES THIS SHEET. FIL tear.oFAvr nzesne ZO y Mull Length z • •� m d`y sa� m p p 0 m,. 3 ' rn 0 S T.. ;9. °y °J g k p S o c„ m l7 N m p I'p r 3 s S r 7' S S 3 r r s 9' D v • ' In n am '3 1`� v `,J' u m m ,�' >n j a o mdion CePaelty �pj� • T co u u u ;, iyyw b b b 0 doe Ptsm9W. ow.wih In . •G�7 y p O O Cs° �. m ^�a A e 3 RegWred Oba) 9 ra 2 2MW1an CaPaciN s' � m cyGEi�Aiaa=� 5r"� e c s s r w re a m a ti b m y1 0 Ancna capecny g In o o o o m G ti >� G s iv & Rapmrec pn) o i7��nN ,Q-. C O • •T cn 4 q is 0 3 Am;J '�J b o ObSttf2)QapecRy • c c �aa so u a s • m m m o W pD s P t'al '° 9 m p R e 0 N RaquUed(Ws)N m B �N F R T • .. C7 0 '� MNaI C�OCnY g b Go b n 7a n • O Antl1a Capa.11 m • • • •� Y m `� B m u e A PN' p f;; m `9 � fl � � Raa'vea Oha) • • • c A N �w' m m a o Obattrz)�a v R z�tl G �� o e e a o ° Y ° 8 o Aacha CnpaI • = Q 8 ' S d m & r3 Rawlraa pts7 • • a g Y g o S+ N u m y z z Mulllml Uw6ty ' S • Z 9 p A a D �i a g Ll 'n 2 ��± bS$ 's H g�p pp�� p. m W h A te? o b S bRr o Obs/fQj y •®m A Fv o a N No w �b' i�i SI F S m m m P S Rhhed�[ms & J • .19?m rCYC 3 $$ F.3 I'n }n u f� r w u .Y' 0 7 M�Cw CapadN N w S H H Or N O a i o b o e Obwfa) Sg _ YNNNY m ,� &�' "' Anchor CapadN 6 1 4 • • y D D®$ e s m m N �: Raquµ kmdi Obs) a s _ r 8 s •f° rmn •,��, o ti Yn Y o o MWucn Cepadts' a c_ bb z o o Obe102) ' n N w!)a m ti� rn� y Z n a D'H D>e aq m Q AnchorGapaclq• c N o O Z m o ._ SS n D e y $ a x Y) u g 8 e R°Wuai Ohs) m F i �cn N m o z m m coo ig 8 o'"' Fn m m o o nf�iAen Cap<aWty z a g S"'p�-1-1 N-1 x O A N S -O-1I r ff$A$$ °A y '°re, b in a b N H (be1R� g 5 • O m Z m 0 rr-Z Z la m' m T Anah°rCepacny m Y In'uY=m m o g o n r m ".� R 16 w m Raqu'vci Ob.) w » v o T n C1 n p Z S a a»a a n Q p N y o o o MUIIonCapadw ' a Q=C A.. p o o }< J J o o b (mdrt2j 6p g oycnza� �o m� S��Sa01- > AZz :U a '- @ 3 R g a Requbsd O r0- Rm1 z G $ • N P •a Mullion cnpft p 'ff Y C b p «moN oo n o OIwAzs C C C@ ,Hu c ,Y° tOA�dfibn CapadN 9' z zP(n m A� �ey'�dSDS�SYg°) N f:� m o 6 0 �r2I �g �ZONpO^S w g a; M ul.n capedty A Y a0 1 0m G m m o a m m S L o OWm2 d G � Rmo a C rn V N O y _ _ w S L n°i a $I Y Anehm Cepaehy m 4 fe°Rmrcd Ma) d mew L 0 0 0 s q e S1 k ? a9 _ » >n 4 o Mutt]. aWty s w m m�T :J m N �9 S P��� y�� : : w w . o 0 0 Obslfll) A z°0. a z£ Z m ° V�I m= yy rr�� w p y yy gg Armha capadty S rn((77 O N u N>•"y d__d E m X o 3i 'u G A 1n S - Foquhd(bs) -nim NZ W-A G S A m !n O O 6 T B$ Q' �'$$ {N m jjS io' Y Q, MOien C°p c0.y .T y F= S p A m N ru a + m u H a• r OPSIR2j mD>n o fTT �7 O Iria m F Amhar Capaehy AAv0 ow m T 8"gg� d'�5 e G a gl 44 Z Rcqulrcd Om) Zm N n�� �pBOM OOCO �� •'9 ... c b b Om„Al0 .gym g C 2> m 0C _ z i o w o D c1 N o g R o o g > Rau+ired pbs)IN m 3mWmmm z g�O�vm��Om i� _ AqR S T -i .0 1 n r n n O C.W4 g AqA� �Z�?����f2-/1 ."-. '� •, to V 1n H m J ObVitz 69 �w C D � n1 T � D j � Ancha CePnalN ,Q r � mop� � oZ > e 7 g s Rayuadlma) e n-z F z c c On D a O S MWA°n Capacy s wn ON ropam��fnrn� a •C u J N b {X o. Obsnm 8 O'YW 6 rn v b bC p 5c Ei " g m U" Ancha Capacity vi 5 a 1 -i m IOSO AOA O�!p a 6i 6f Sin & - o Regilred @sI o zaZ,O:tl rnzr+ m itN�cm m% n �p�m?OZc o o -I A O O 1 cm N N f 1 o fA •..�••••......I' C 0 Or.0y0 T f(\s OZ COPYRIGHT®201T POT INDUSTRIES,INC. ALL RIGHTS RESERVED co- c 1 ub: m :°nhN cn m r m �°E IMPACT-RESISTANT ALUMINUM TUBE MULLIONS m KS o mJ z: a c m DeSc Pibn: C, ` �C 1 X 4 X.125 MULL SPECS Sen®: 9Cme: Drawing Na Sheah N ? ' ^`� o °i �+ °m N/A N/A 6300JR 1Om 25 m '�S/ '•'••.... » h1 o e� Drawn er D.I. 0 ad er: Data: Rno-. 1D7. TECHHaOCY215 �,/I/E� .•••�� `� _ G N.YEN/CF,FL J496 J ROSOWSKI 68/2911 C feaA�.so_}r,0 Rev D. ale: Re.I— J RbSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL'CERT.OF ALMHAZ9290 T T 0 „ y Mull Length •' D m • O 'i aap W �m3a 00 9 • m LL MuOon c�aciry p O - • Q ,a 3 9 a' ' c v e b e a (Ih91RP) ®®. VmAi • • O N Kip- ' n�� �' �' u"I ES & � g g b �J �+ � ES e o ReWAIreAwh-d(P6)h1l d 4 m iP m ®� _ w fC Y3 N = - d d Mull.Capechy y s Ei8 in o 'eo b o o pb.R2) • N 3?o N �I q a '4 Antl M aam e s -t e' moos hoo m i. " ( ) P o- • e s0 m& >P952Da3 o o P ry b w clpaaN 5 D C. D9^B� a a Z • DexmH�s a H s F s w m RBIT °ea )�' g j • z TM yuy��Yyy y rN,� O MuhimA CapacN 9. rpn • • O b" o 7i 8 o A ,Yao' Pi . ? 4. ,Inn d o v b � o (Ihdee2) S p. • • . • � D m a'�«gi n$ An c-p--q gy m • • m 'g+ Mull.cepedry • p �w aa�w g�R7 9 x m Aa :A w N H Pbs/X2) o • • u s� • • T g a g a a'$ �'_ m e m N N ffi g o o g P. o mullon Cepadty a s P d p) An h�C�pclty • • m — R. P S (�f2)��dry A • • A Q g°f S'1i q ' G wwhm Capacity `A • • m - - w chi i i �"1 w R�retl pbs) 0 ei g 2. n - r m m c u a. � MAlllon capacity > a a w p z y m b i�o b P m w m o 0 0 0 0 0 0 (�� 5� C =o Q�f)11�I1 p m c z Q m ° 6 ! nnchordCebo)tr 0 0 N r A Y ONO A 2 0 E $ a A p i g 0 0 c5 .1m capa fty A 2 fl. GfomF z-'z z 2m CS�'>^0N S& "' e Ej� v o � "D qo�� '" pp J w e o Anchor CM.c)N o m D OO n O NO m p n n a>a a a A F ? m 7ri N S i �^ S g - Reputed pha) e n O Z O C)Z N rmn C raWlian Capaolty -i S 9 c p <o n-t m to zp z 0 4'S S 8 g a r ty 9 �, anehw eaPadry w' m-DICQ��N u�m� m k� a�"g:a&47R S n S w & & Ra�,trca pba) m o- _ _ _ m O Z CAN m0 D' a S Mullion C.P.0y .i cnrru Qb Q e m m m`" Nc�F NF= .m ,ay _ o m W b m o o e b mmz 62 0 (gym =z o N o o z Cm o a a a a n pp y� - gg N ancnm Capacity .2' 7J.-1_.? O Z Z C m Z $$ $ u .`S'i F`7 S i 13 N F K e RetW. pbs) 6 0 o o z ;o =p F r g r; y l Mull-Capaclty 's 0 m rn 6i Z. S'S 6- w i; a 'b o Pl?a)tpl m '1 O O g '' 4 o Cap N y �Ary� O torn°-�I i am a �B DfT & R o IS > S 3 Rdpbed o°- �g aa� �� v�ya x e m e o Wdlio etv I Aa 18 r0 A g N :a a a s E."` a Q o b - ' u b $ m•A u e o pWltt2) H N-t ff O m F O G c e ancnm ea �' LL 0 s m o L Q oz o l°n 3 4 N A o I N o m e 8 RaTa�andpba)N a °I XXy Pyy'D y I�m��IAnn = S a g `O m y�.� .Z' `,.I' Ql N m o -''i m V o P7fn2)Capacity Oy S �2Zr(yAO �N� .. m S � � m o 0 0 0 0 03 -1 N Amhm Capacity g RaW.d(ma) W A O ar�tI Z (�n A $R y H $$ 'I Q a s p mum Caprdy �v F )Il Ul Z u m •`4'i E o p ry2) C!S pc m o`zy z 3�3 S s i 9 § >, - Anchm Capacity u 4 p, y rn Z Z 9 A O D : e a Required pbs) & S ch #o z m ° In O m y a Muluan Cepac)ry y s• N m rn p '``a' '�o .�° G $ °J e e o pt�) D a in z m ;, a j b b m m p Rq,>EDZ .��mMm �� n $ o Y 9 t o RepUsdlbsl 9 xy _ um o Mum.Cp O-400Zp02 X O aadry p ?� i. � o in .� w o o m 8 & S S' N o i. m o P s tn) 3 'n= m o c�z. ., tt?? Anclwr CaoaalN 3 A n Z n Ate`- Z N O Fin I > ff e r� N or s t°i Rcgtd(6a) 9 �x O=rs c-c O O _ Sg Z �� m=N m Q 0 S z A c A t d '-�, a w W �' e m a o 0 0 o t(Irsrtn) dry S s •-mot N 9 C 6 p�tsR7 c Om N : 9 YJ 9 o Reaped(ma)m n'S c Z m SCc:-=I no 0 O Zv o MOO D t\I)tllllllll yyy 3 Dt z go a........ =R tiT�� 3 C z�30 r A ••y n�C COPYRIM-IT02017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED r' Q`.n�dlVl z •,Q� ern m D � m:� o m i m r IMPACT-RESISTANT ALUMINUM TUBE MULLIONS m r•r:O N rn •< m V -III Desaiptiore i? n�•o �";_ R c < 1 X 4 X.375 MULL SPECS(n Sadas: Sole: Dawhg No. SheaL 2'. t v''iC1'/I'•'- {Q�� s N c =C N/A N/A 0300JR 11w25 Iwo TECNNOL=DRNE fll j•y .. ' Ry. nate: Cfrected 9y. 1M.: Rev. N.YwtcF a J4275 Drnwn n eROSOWSKI 08/29/11 Re.ison. C (94t)469-I500 J R6SOWSKI 06/19/17 NO CHANGES THIS SHEET. I FLCERT.OFAUTH.s29293 TABLE 8A -- F Mtdlion Ca acity Tabt9 1bstd2 x Opeatm3 Width(farventcafty-sparring intfjor.)of Opentng Height(for Iwd2Artta7ry-spetrtlrfg im1"Stons) 501n 60 in 701n e0In 00 In Shin 120 in 1401n 1601n O tiecmnlstlar Trz.{JiNOnp. Rectmgilar. Ttap7fdang. P.ee gvla TmplTd qI. ipt f-awar Trap rnnnq. Recta,adar impnnv�. Rer2enealnr irapRdang, Reeten8uier itapRdOfg. R<etugNar Tvp7lHanp. Rcmd1nq r 4op/111"ll .. $y. 125"X Loadan9 LOaSnO LaID6nP Loadn9 LOOtitina 14ad+kT I-oa V taadtg7 foadat9 La0dn9 LO4dn9 I.-an9 LOOdng Laa6n9 InawnO 1natOttg Loadln0 Loadkp Si fa s.188"X T16151111-63111 r ;a �r arF mzfinnmUn 4n a ILY1 asj`s� a �� s� a s a s sN t( t9 7 3� 3 8 a ae a s 8 aw € as � s� � a� � s K � `� S �� � � 8 � 8 �e t& � h�Ry; �C '0 s g & 3� � a >G ffi < aT fez ��. �a z z � 'x2 V`drc 's L, as EC d`rc a� z a 1 a 5e rc % -`ca So a Ic- to a �� a Ee rc w 0 � 42 in 17A0 620 1TA0 435 170.0 744 170A 47S 170.0 868 170A 5o6 77A0 992 170.D 519 ig 170.0 11te 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1736 17oA 621 15f.6 1769 170,0 621 W J J 48M 170.0 T08 S70A 524 t7D.0 850 t70A 58{ 770.0 892 17AC 639 170A it33 f7o.0 661 178.0 tZ73 /70.0 677 i70.0 /41T 173.0 80D 154.8 /548 17A0 680 7327 4645 170A 680 it6.1 4648 tT0.0 680 50,6x5'sn 170.0 747 170.0 58a 17a.0 898 77A0 631 170.0�ION 170,C 684 170.0 4t95 170.0 723 1709 1345 570.0 747 187-0 14� 1702 7`.A 139-2 7468 S7D.0 796 tiB3 f468 170.0 T56 l0i< 7468 1T8.0 7S8 S Lu C3 64M 170.0 797 170.0 612 170.0 958 170.0 691 170.0l 1116 170.0 764 170A 1775 170.0 903 1611 1376 170.0 837 14&e 1376 170.0 8% 1223 13T8 170.0 661 104.8 1376 170.0 861 91.7 i3T6 1To.0 881 U'a =) rn co W 60T 170.0 083 t70.D 701 t70.0 5053 t7oA 7W 758.E fSSB t7Aa 878 139.0, 115E 187.4 trio 123.8 115E 156.8 019 ilia 1t5B t50.0 912 9 1 1168 144.8 M5 79,4 115E 144.8 905 fi9,5 1i58 144,8 BDS - � F � � z 63'n imo 930 t70A 745 183.1 Lost t7DA 850 137.2 108T 155.9 882 1 1 1055 1420 H48 t0S.7 t05t 132.3 83? 71B.f 5051 ix5.7 839 80-7 l061 119.5 eat 66.E 1D5i i18.1 82i S0.0 105f 119.7 r �{n 167-1 9S7 170.0 789 139,3 957 151.6 ms 119.4 957 134.0 'A 104.4 957 121.6 777 02.8 957 112,8 T67 03.E 957 100.0 759 69.0 957 f00.0 750 b9.7 067 09.9 748 622 067 08.0 748 Z 2 72M f2Al 804 1352 698 707.3 804 t75.2 fi84 61.9�804 7012 (171 80.4 804 91,4 660 TiS 804 84.1 6S0 64.4 BD4 78,E 643 53.E 804 723 033 46.0 604 69.9 629 40.2 d04 �.8 628 2 TO in f6S.4 722 114-4 630 912 772 $72 658 782 772 853 606 68.4 T22 T6.7 595 60.E 722 703 SSE 64.T 72X 85.5 Sd3 45.fi 722 59.5 570 34.T t22 56.7 585 342 T71 552 5N ¢ `uY 7 703, 101.2 BBS 105.0 600 84.4 655 89.6 588 723 665 78.6 677 63.3 ess 70.5 568 5S2 685 0A.5 566 50.6 bBS 60.1 553 422 E85 84.3 843 36.2 G85 fil-4 $37 31.6 685 50.7 536 go In 55,9 519 88.0 457 5<.9 515 ST.9 449 4T.1 915 90,1 441 41.2 515 -44,7 474 35.6 515 40.E fa8 33.D 616 37.4 422 27.5 $16 33.1 413 23.5 S15 30.5 407 20.6 515 29.f Q `7(• Z N 96 to 54.3 453 Sib 40} 45.3 453 47.t 397 38.Ep4j 41.0 341 33.3 4S3 36.4 389 302 d53 33A 33 ZT2 4S3 3D-d 3T4 22.6 453 26.6 366 t0.4 453 24.3 380 t7.0 453 1x.8 356 p, U2 �b'O�b'�In 38.1 358 39D 323 31.E 358 32.8 318 273 ZBA 313 23.E 35B 25.2 30S 212 358 22.7 304 19.t390 20.E 3w t5.9 teA 2D335.1 338 35.E 306 20.3 358 30.1 301 25.1 26.1 297 27.0 378 232 293 i9.S 378 20.9 289 US 338 19.1 285 110--1 � X Y cn 1201n 27.8 no 20.3 204 232 200 23.E 260 tO.D 2D0 20.6 288 17.4 2f� 182 253 15.4 '90 164 249 S (} tV Q 144M 16.1 201 18J 186 Q a p• r z..0 0 a a a0%0 TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA; 0 2 0 @�b� Anchor CspadtY Thwe(Ibs) ANCHOR CAP.,,,,, 'a� =vm � P.0- CI FY'e�cmu PTcvwo Leda (D_)X{ }oANCHORCAP.,,a .N1Bw v4"ssEe4 5116•Bco Ifr SS 0k BtO St 9 3S28t.1slr� ULLIONCAP.,,a,,,,,, PRODUCT REVISED 3alr Ot0Uttaem lir M.Ulm. " O 3M�BCD d3"m 1t4"aoumcon A99�at utrazm Ag9�Q 9emT(t;s)star R9=7 swot(GS) USE THIS FORMULA TQ OBTAIN THE"ANCHOReompWing with the Florida AnchorClip udding 1• z vz t' z vz s17azm t• 2-vz z 51/S' z Ata• o.6Y Da2r CAPACTIY REQUIRED"CORRESPONDING TO ANNOA-No" 17-0630.01 '43t4' -7.3IY 13td• tar Y t-Vd' S-V4' t-Vd• 1-Pfi i-tt4" 1-Vd- FACTUAL PRESSURE REQUI REME14T FOR THE x Ahthas®i75'111 O.C./sraro ar U!P G{B 1T Bw bs 3w o3 dLw I" mo c% 1545 tm 27oms 2W us 3548. _7401ts 27415e rr,4 Its °°film ;ss1>o' 442 m' Sso m OPENING,VVHF-N IT IS LOWERTHAN THE MULLION patpimtivn Date 05126/2021 42 Anch g 145'Mh O.G/9tmlmrJ(or LThel)Cnp 0-ig 2) 4B0 Ds 7m W NIA WA NN N/A 300 he N1A WA NIA WA WA 682109 BB51¢s 7120 0>b GAF'ACITY(FROM THE TABLE)OF THE SELECTED 4Arcrors®9"k1i0.00/C27?45 Atgle Clip87(Fl&97 7atba 780 bS saD b5 19H1 ik4 ts$bs 540 tos am ID6 R✓ 7601Na 748 lbs eLn mfi 1892ss 682Iffi o63 Ns ttxD lm MULLION.IT WILL YIELOAMINIMUM ANCHOR riy�� 4ArctgI3s 0.aYMIn.O.G tutttp,Mio.125'AWnI{Fr3'tT WA WA WA WA NIA NIA WA i NIA WA NIA WA WA NtA WA td30lm CAPACITY WH(CY.MAYBE USED TO QUALIFY M7ami-0a ro uct Control _ 7Atttpr7 F•COP Aid Sk r9504 793 tK p5 bs d4563. fi�tffi 'C;5 b5 14010s 1771DS St08b 1878ts 3:tTr� 473 itc 17t79� 2211D5 z9085 ADDITIGt4AL ANCHOR OPTIONS FROM THE 2 AntMn ,i.15•MIM1 O.CJ FCII 6T 2eC7 ba 953 bS NIA WA WA IJ/A 7w Im N4A WA NIA WA NIA 3/1&s d42 tln b6a Iba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME AuNCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. P'-1264"-•a FIGURE 1: FIGURE 2: TABLE NOTES: I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING-SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 t 11 t 1111+t t tt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �d.-•-•-'•••. r 3.188" : �4`.•' l-\GENgF:'•�C��r.. FIGURE 3: GIG 3)MULLION AND MULL10N CLIPS SHOWN ARE NOT 7O SCALE POR EXACT DIMENSIONS,SEE •. CUP UST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.. SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUENSIONAL RESTRICTIONS * No.58705 ® ® BE USEDIN PAIRS. r � 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Ci£4.WOOD SHALL '�O••' SATE ; ��' FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE T •''-;ctORtDA,•=•\� ~ * 6063-T5 AND BE A MINIMUM OF.125"THIGK STEEL STUDS TO OE MINIMUM GRADE 33 AND 1.2,'X 3.iDD'X 265"MULLION 0 .045"THICK(18GAUGE).STRUCTURALSTEELTOBEATLEAST.125"THICKANDA36.ALL (1-114'VF MULLION) ANCHORS INTO METAL SHALL.IX TM TEND AT LEAST 3 SCREW READS BEYOND THE MATERIAL.. # <10&#12 ANCHOR$INTO WOOD MAY BE STEEL,18-8 OR 410 S.S.S.S. A.LYNN MILLER,P.E. FL P.E.#58705 WbI1Son Length a03 •Gs bi�o 0 • 4 c c r o m 9 8 S o m a H S Sow 1f1 �t � a tD s s r s s r s• s s s s s 5 s• s °o a p 2 z D no o Avemraa•+b 're y a b y b b b 01a7h°! o ca g oP�d-d m ® n T m Y c c Wil.Dapm'aa• n 5 0 m m o o s a w e w In ,wY N a -3g 44 tf sl E� m � w3 � 0. " -8 `3 '6' 9 �+" ? m Ulm C`a7RLAy 5 O � O � i,. i � m m aEa � m Yd 8 ; 82 rramcr m ru m m }n to pp F Ssplrai pbay • 5 N Nip 0 9.4 of a y u W I b M ,I'.:a �• x v u a N 8 0 b NdlfeflCa�gly s o g S o $ >�Ma dty a• zm�z >qn N s - m a w 4 uumvcvww 7T my o w9ti :. abi. m' I' mvw�a mb .2'i ao om gd N y'' mc S ° m o Li S S o I s o y v Q S : uum,e cb n fly o?zo$m zsv o� < H 0n d N m i a m m G o P s zt z om (r � � ' '~ v S i m nwnaCeam 3 ca m m Ry fired asaY a a zyxo [ �4 myZ {�Yw°n: $ m QED➢ ON m�p mT �..i n S: 3 f3 � $ m � m ZS ❑ m m f Tj-d%-) �c3 zg "' ❑ O N 77_ 0 a (o C �5 c yymz- � Nw- D FCoiCCY�mi Z1fm� WW nNc -m N y rttfnt m .� s s -pC T,�g O Z 8 y p o Z I1nDi7 C a 6 -yi m x y o s rr- m Nuvm Dapmxy q a �N2C� Crnm m rZ a3 v o a. b to "•7-I•0y 61TZ 2 Z'f3 S� d Om- n y N T F D N-D N -ii D .�a o N o Fa SC SC A 8 (�)IN o a walon ,N t�Ii S O 1 '•ty] Z 9 o D m '�ri Fs A b, bb is v Fa b M O:a+fF1 nY o�of�mnm oY Es r m g S m >$ a m mcro a , opLm Oyo (-� xf-Itp e�c '• (Jr 'ti tDN �w � ,��, � rz y-tZoD -D-i{m�c Z pmS Yazl��i�� a `o f>tz.T2} fmn O Z •N-1 O RI y O 1 8 6$ - a m `o m Pe Flo Mclmr0—,v 3 �.5� Zxp a � a y$ =7 =n nem+ked im> y g0 0• p yy x Mpg O yy��o too H o .`,�' n m $ tscDm C-fecly A x Yu G K F O m z N -v> v df S", 'rya N Fa is a N z �b Dmo ��x-• z a u w = v m s m dab.) ; mdum cao-arty m Zvi a SrgS73�= s - N z I3 � u � � a RJR 2 �.d0 )b 4e .., > o o A Lb � yaaM aesc w Otewr} p tie vacaavaDDy kp` 2�aFn4cn" ^'rY�"saa<+r ec�o 00�15�'z�t?x x O e rswwmu3Y mZ rn 'n 3 A}n� v W v m 4ualarCnrernY $ mp C Z ryi }a a is 0-%') a 4 .0-1`+S F C p C O O o u w P+x7rr4^aieaN N <O s MM?m m� (ZS 71 tm'0,Cmmyo p0 +'�b N C-pm>7-yyi0 (p� m �p7=g .. w o 0 S2� 0 'gog(�xogg x ac = xln nl;u a>0 O C O�x m:OOHm8o x 2 ? C Do b pZ I \`\ttOt�YaYlr�tytt/ .�.��i q a M °fo 0 `5 .•' v4•.,^N '•yam `: c fa,COPYRIGHT 0 2D17 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED a IMPACT-RESISTANT ALUMINUM TUBE MULLIONS Deacdpilm: o Yrt p a m ��:_= e N pay 'N sei �1.25 X 3.25X.100 MULL SPECS s reee m '2'C/•' _ 1�� N p ++p NIA N/A 6300JR 13 or 25 1°7D 7tnYua.say Da+vc i Dram CY; Dale; Checked By: Date; Rv A VMX&n 34275 2. J ROSOWSKI 08/29/11 O (saY) -rsoa III fill ° �}SOWSKi �96I19I17NCICHANGESTHISSHEET. ricexr.oFatmi.f2szro T n D Mu01on Length 3 m N .m T p 6o X m w m ®a®� fl Q7 > N S ? — — WinCapaeey z n 0 0 0 ~ ^S Anchor Capacity °s m o a o Rcgtind ost) G) O c o A ® P Mullb!CapaCRy 3 m • " N a m A o o v e e Pts( • ;P p n a N s >R ® a� PnMmeapaefly a 12Ragntraaphs) nm M�ucoapaeRy sE Ia:N o e e w�Q K E � i•? m $ � o MCra Cepaciy w' p14 el R R v o e m a w�,irea c�81 - a rant'capably CapecilY m m • 6 6 D 2 6 b Ltl'i _ `� 1; m ILgwmd Qba) • ® o hLll.h c,", D ghsHlo) �� m Ma„tr� a n� 8 � Raa pha) M;>� W.111.Cpacty An horCapaciy� u o o n 2 Cawleycvo v m a o 0 o a o Pna2) =m rn r m ® y,s H Mav Cspamy a O� 1 > ]• >s n o - Mulll Capacgy D Oorrpp GIA tl)(n� N o u o n o 0 0 C 0 2 f)1.Z7" S 2 Z �_ -r raw e m o - e s e e (hsRl� g m 3 A' D C m fm C Z O nm) m F AnrinrCapci N O(�N vNi T��7JJ Oro 0 x M. S $gq S qq<y °q m FJ 13 R 8 ;a ' g w CAI Requ7ee ohs) Z ^cl C D Z. N Z E m 0 P P O n G —w v' w a.Capadlr n A 9 9 ��sD�on mod oo mo �s>&9&'N 9 m - b - M.W,CapaRay �g y yy C��Z m r�C• r°- fn m a m Req�ared Obo) c Z F n�j Z_ml A c7 i 1[ �_ N m git .. _ .. M�Lren Capcey O S O ;, N°° O y N r.r N N rNo '�+ y ~ a e e o 0 0 obs/f�) c v z ; >�3mmm Tmn m rNuc D-p9$➢-p '& MnNrCapa14 o pFp o o= c z C w .w a u $ x a a o a m Regidrea Ob) �-4 X m` S'$i s amaneapaary e ymp0 z G)y 'td��nf?'sN r' w (r' "'b m D z p Z z S 9 2 >e a n n R a M e s Men'reswtay;9 m �°_ T S m e s i o V. Raga to pha) {��'a N c 3 c T m D R D D$ o tl ` m a Munlgncapcitr -r a y r�+° Z2o e°i�o ezi � H a 6 W o g r pne� d ° mw m F m D m 1 m u m `e a m m g H Anchor Capaary o N 2 =C,o � 5� q>t Y 54 _ - o m m Regpo-ya oral o z g o o m 0 0 0 �eCala� p�y-1 N pvm O z sar WoCm 9z A mz �8�'Is x8 g g ft wcapacity sE Si °_ ' RrC3T�ryry gym ' o a. o aaglmd phs) g - y M°IOan Cepasiiy r-a s•..• 9 o o e 01,lM m°�• o m� ° ro Y�z��Y� as g- ocapaaay O G)Z o O DC�A Z N A a w N Q V. a r MAW Capachy a M DNO (n D m m 0� 1�2 D - Fg =Z Z�N RaQirl(1s) n 6 o m ti E; " ; N w - .. .. Win Ca I g e pnV 5 m r 0) m z �� n m o N W o 0 0 0 o p:em7 g� R '..I' N a S 9 w anchor Capaeity 9�. Ragahed D.) a' j m a u NLlltn Gepachy Fri m .. u m o aD°3°ODOC a a a e QbaaPl gs czi°o D F a z n m Anchor capacey e E FS� N AaUo�Z�U� x &5 Rtgaree(ms) m ^ cAi G 'unto capacer - �p �� + � mo S g v a m e o maffh g s FE a I n z�y r o w O C x n a e a Auhu capaclry C2=r K C CA e O ou $ n e`_ m --- Remrlred R+a) m'3 i p m m y 0 1 T as moW6 0��0 0 �0 cw' ��cpo� ,� N omw 7mZn �Rral)-��i m 1Sx 06ROHm g � 3Ccr AO yZ TD �zu; 3p'PLm To> 0A i C p m<A G 2 0 x P a mpL� w mO a °Z \`111111 I l l l yYyy/ g lu 111 O C N-0 M. orcy Z n COPYRIGHT®2D17 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED Z:�o:� z .2;_ g s -I Taw :b N. g m: a '+�t m oaeaIMPACT-RESISTANT ALUMINUM TUBE MULLIONS m m_r'°y° c m: _ ` to v ;e; 1.25 X 3.25 X.624 MULL SPECS c A�n: � N �:_` 2 N �N wits: SM; oravanq R°. sheet R O1 Iv 11.0• ^S> > N c _O c ey N/A N/A � 6300p R 1�4 w 25 to7. iFCHxOLCC RNE ''//���RI I 1 ��`'\` a j o 0 J,ROSOWSKf D.I.: 9/17 N�CHANGES THIS SHEETC Fl CERTNO aumsazezee Mullion Length •®ems l o aD � �c A W ® n W balion Capavdy D mch.Cop.clly q_ p S pY., a — © g m (''' Pagubrd Pe.) n B 4 O a w +o C: 1:1 F A n N In' °1 '� d 5 y N � '� Muubn capacity �t 6' m (l b W w In o b b b E r R. (Ibal ♦ Aneher C.P. 7 y _ q ei +A 4 q m r N Mullen Capacity c JIM _ 5 C R ey. q' > Anchor Cepadry M�B m R q — 22 Pa RegWmd Oyy e T X . e Ca a 6 G RWlfon C.pecdY r 2 ') b @eAPI • ® A G}R d 8 a+ o + > A=ehvr eo7veny p, 1. 1 .'.• Required(Fe) ® b 0 OR a — — — — m Anchor Capecly L°- d B R.gulred(4e) ® 9 M-dlm Capacty s Lr W o b b obork) m Pal ® ® s y S o o q N g a cho,C.PacaY e .,era Ob.) z m p z r a > `l - e Mullen cep.eay r `g C v O ® o� 3 A m F. _., e + + + n ,� + e Anchnr Cep.cty ' ,71 O k$ 9' u U o � `� 'v N `& H H R.q t d Pbe) 'o W D r21 C D 9 N u 2 b p• S^ N �, m .'1 -+i Mutlllon CfpaatY �1 0 S� "' R :y�e. .gg :u Nrr �ba b b byp b b 0.A1) j. m G)va rn Co w O -1 'S g o N Requ'rod Pbe) a v. (n (yii r R W W N u o o Mullion Capa nlY 3 100, r, Om Ua O9i 0 i N B Pr fp1 ?I. y v Sp, 51 _ C Z Z Z m .-y s a a. Reguir.d llbt Q Z.j n D — i O m m m o m x 1°z pR N N o e o e j c Mtlllan Capacity r a 6 Q o�na�ny �nx° T C�zzz`Hy� e W G M e o b Pbpel s N c 3 z n0 m yft c m m C-, Armo1Capaeby w m z .nn n _ i N m N x o� a 9 y N Regslmd Pb.) F�Y' 1lfn�N y _ _ _ O y C O r�mR ,cN.r O Z O 0''x z o_ _S�z�z V_ a a t' � MUlten CepecOy 9 oS �im-i m Z y.'D Y D D o at q s :U �• �' `c) 2 o F c o F m m T m 0 m 6 C 4 N e b j i b W b b b W (@af� �p � ni T O ? p m , p; y _y N y e yq� + Md,n cepapdy 5' n�t1 C a N C r 7J r: Imn y Z_� A H?�,y7J. v S ',n m S 3 3 Y.I Raqulnd Pbe) o Q• C L�1 O Z O Ny trr01 O Z m O > D g D Lt p + �, Mullmn ccp.cdy S .I,'>' )Z =z Z 7 z $R w N a w m e o a (Rnrt47 a `F mD�—=m. o c N 1 rt� A 3 p _ F N e K' m Do ..++i v 'v C) "m' N E111 e. m p.q..Capadly ,e ,mPa G C w M M r -z oo a o R.qurea pba) a P O y^9 N° O 11 O Z Z. oa e w m o o mwuim Capvdy 3 mwmFmbxD Pbartt'� 6� E d.�D°�Fr1 p�y�Y T O N rY N G a e H + ac AnchorC.p.py ',iinn r�-�=8o OFF z �m �ygj�HN m� o o m k m o 6�8 8 Remcrod(roe) 21 ��11 yyz= oa o oFi O R 2 c ,'9 m i B7 H7 o MUltlon C.Pecay r-a s. m O P p G7 O p Lam° ®Y a _ _ ,•• n o 0 0 b u. Anchor Cvpa.py a T y N N N T O D 3:ipl rt1 O m 6 a 9 u4 u�i°;m �. ei cd �3'' @' �+ po m P iyn F+ E BI Regwnd Pbs) N rErDi1�_z L",n� �Z[S 2G) rn� pp Ntgd0lh ` y "' IS � � f8 � � y mli ncouily(iy6ter 0Y C 1�. °ZOo �t c1 AYchACapacMy ll d o C) o o R 5, A a N o _ a s Regao-.a l@at Q I� Syr r cy r� a ' n Yi'i m O�2 A Z D O 'r "`' o o NuPion Capacity 6 4 `n o a z0 b N o m n FS m m ,� Pi 0 q m rLcuirvd bs)y "' 5 mr 7tn f (R Z Y �u a p P In �sCD°nDa 3cF 0�0vDo nDCrn p> --- " m �bn)C.Pscddyeb Pba D m = crc.p..y m O a 0 O u 9 E; Req*.d ra` E� (bs) R m A Z Z �'rn T 3 D n d ". !� ' PVI g "' a o o e o o uunim nepadY s �A=gam= o° F z n a W w N N b b b e roeAP) 's �A mlilmms n iL o wz�� �>6 E - Zm �co Qo� A z g2Oa �C�m (� o j=L, z0 � Cp n A C: mIDMID DA �7 O Z Z i \db yyy/ \\\\Q8d 77i 3 m z C u S 3 a ?aoo Z '•may C COPYRIGHT©2017 PST INDUSTRIES,INC. ALL RIGHTS RESERVED �ZZ 8 n c f-.� o_C) :o a n; o o.1 nttl,: IMPACT-RESISTANT ALUMINUM TUBE MULLIONS ;k r':O � Z.j 'o to i f A DescdptlolL N `) S< 125 X 3.94 X.624 MULL SPECS o A 2 .,•`4•� 'ya : n1 o S V+ s.rbs sw� �awmdN.. sr I: a m w m N/A N/A B300JR 15 or 2 r070 TECMloLOCY DRNE m �/ •'• �� er N O m e Drawn By: Orel.: Cn.ok dBy: Dare: R.I. N.YfNICC,R.J4275 N b J ROSOWSKI 0B/29/11 C (sa))lHD-1600 J F2'6SOWSKI Bma: ReN.iore 06/19/17 NO CHANGES THIS SHEET. FLceRr.oFAurrdKrzBe TABLE12A MalSon C! ng sPam noom) op,,Ing H.4ht(tOr "Idlons) 160fn Opening �dth('01 lhcalh- 120 in 140 In so in T-V­v Laft u-S-9 LoadFg c"I z g Jt' aE 42 k617 :E In. .0 170.0 684 1A lw 49 In en 5Q. 1, 7 170.0 113 0 1434 IMU OXI co 170.0 12M75 170-0 Bm 1711 1116 C12 ,70.0 IX3 170.0 707 in.0 70.0 701 zv! ph 17h 0 1 745 170.0 1116 170, IW 170.0 170.0 ��64 JTo77a Lu LD =) a- 789 170.0 1169 17&0 1 < uj 17a 721, 1700 W5.0 0.0 152.7 the i7oX 1215 l.fi 114C7 Luz 151 ic82A tole SZ7 .16 43 xa t' 11 498 31.. 64G ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 —1 (ANCHOR CAP zANCHOq. CAP._ 0 TA0LE1213 AnchOrCa acitylOtfle b') Hw_ F1 ma (Dp_)X`MULLIONCAP "ANCHOR PRODUCT REVISED 0—f-� USE THIS FORMULA TO OBTAIN 11 IC aS CoMplying With the Flodda Vr Ficoum- A CAPACITY REQUIRED'CORRESPONDING tI Building Gd. Al�IYW — 2-1/� ACTUAL PRESSURE REQUIREMENT WfiT�LiE BpA-{do. 47-0630.01 AnchorCllp Patft I I-V4' OPENING,WHEN IT IS LOWER THAN TH---uULuON . ..... tatr CAPACITY(FROM THE TABLE)OF THE SELECTED xpimuon Date 05/2612021 hwq VDHDm MULLION.IT WILL YIELD A MINIMUM ANCHOR slamagom1wen USED TO OUALIFY 740 it CAPACITY WHICH MAY 13E 0'a i stn'o'l(.M* Mi•tn �!! Product Control 4X7 I l=rn. ism 1. DITIONAL ANCHOR OPTIONS FROM THE 9 A r—0 A-M a�a I S tmaxmwd W at- 140 1 1320 W� ANCHOR CAPACITY TABLE. LM 20�A'41 a 2W W iWA TJ:A run 73 _f M 2,SArole C3101 V% MIA NA ARn 4 MW 11 10MIDS i 6A �UA NIA .?A'In WA MA MIA 11 WA WA WA MIA 34 MIA NIA IVA MIA MIA 348 it. MIA TM DS 370 M 712Ibn MIA wolt. WA MIA WA 511rQ5 2 2-W IWgft acjf-a�o('10. 1, MIA MIA CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ,I-­­­­--I,- 4 ORpATTERNAND CHORMAI ES AS THE STANDARD CUP. ci NOTE:FOR THE off:5u CUP,USE THE SAM/— %tkIIfl FIGURE 1: FIGUREZ FIGURE 3: FIGURE 4: TABLE NOTES: • ET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR Al LYNN 11�1, FOR INSTRUCTIONS ON LSING THE TABLES AND SHE i)SEE SHEET I GENERAL INSTALLATION METHODS. G WIDTHS IS ALLOWA13LE 4.000" No,58705 FIGURE 7,)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENIN 250, 1 I - SEE SHEETS 21-23,HOLES TO BE DRILLED IN FIGURE R -HOLE 0 iom Ci ips SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS, • 3)MULLION AND MULL IONSSHOWN 014 SHEETS 21.23 FIGURES SHOW SUGGESTED,APPROXIMATE TH=FIELD FOLLOWING DIMENSIONAL RESTRICT S TE • LOCATIONS. kTIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SP9CIFIC)_TRgATEO YELLOW SOUTHERN PINEWrrH AN SG OF 0.56. FIGURE7: FIGURE& FIGURE 9; FIGURE10: ANGLE CUP (CMU)SHALL CoNr-ORM TO ASTM C40-WOOD SHALL BE PRESSURE FEL STUDS TO BE A MINIMUM GRADE 33 AND�oIgl THICK(18 2"X,4r' �25"MULLION �ONAL (FIGURES 5&S) ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125'THICK•ST HALL EXTEND AT LEAST 3 SCREW A.LWN M�1111AK RE- MUST BE USED GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"TFICK AND A313-ALL ANCHORS INTO METAL S FL P.a.#58705 IN PAIRS. 1HREAUS BEYOND THE MATERIAL.#10&912 ANCHORS INTO WOOD,MAY BE STEEL,18-8 S.S.OR 410 S.S. M' . E 1�- p-ww"o,TABLE 13Halton Copal T11hle{lpsHt'1Oponing WuiOt(,brv"mgy zpar43D9 Iniu2b nS}or Opentig HPi9ht{ ' 107N IZD In 1401n 103in60 in 70 in 8o In M In fa 114p7Tda o ia^H /iAMaruRtxiat>bn8ar 7.•ap77ria+D- fNc7anOdzr waan0. 8 nD L4adn0 LaamnO LoadnO tnadnp 77ap?-19. Ractar&o, Ttapf7rianp. AcaL+n@esr Top7Tnam. Ro+:larOd^, � Leadn2 L-AnD Inad.g }. t�vfin0 LoadnP LAa1718 L0ad1g Iwadrg LoxdnH L•aCng Lood77P 2x6x.25 tnadm S �� Ii tr Aluin.Tabo F F 2• S r 2• i• �_ .-. m u u�, • ` m �^ v n r r a r ate_ r £ [4uloon $, w � S 3 �+�• >§ 3m o•e tY a s � r;� 8� o o e 3 4 q a � b a _ 3rU 1 a In � �� Q N w -j GO 42'vt 1MA 82D 17R0 435 iMA 74i t7R0 4M t70A 888 f70A 608 274.4 092 170DI 51H RQD tl16 t70.4 521 1MA 1240 170.0 527 t70.0 1488 1MA 521 iM.tl 1735 1M.0 521 170.4 1963 170.0 621 z cn 4845 ]740 7P3 UJ iiQO 524 1M.0 850 170.9 584 1T0.9 892 1M.P 630 170.4 1133 170.0 661 170.0 1275 t70.0 6T7 170.0 1417 170.0 62A 1M.0 17C4 170.0 SS9 1MA 1983 iMA 6B4 iM.b 2217 170.D o 50.0251n 170.0 747 1i0.4 563 1T0.0 896 170A 631 1T6A 1D46 77dP ba4 179A itb5 i70.8 723 tTOA 1345 17Q0 7+7 77R0 t404 i7R9 756 t70.o 1783 i70A 75& tIQB 2A92 1711.4 750 170A 2391 17R0 758 O LU 54h t740 78T 77Q0 512 iM,O S58 t70.0 692 170.0 11t8 l70A 7S4 S7G.D 1275 17R0 803 17QD 1434 1700 837 1T0.0 1894 IM.O 45D 170.0 1913 1700 B61 170.9 2231 1704 801 170.0 255P 144 F- Z rAh 470.0 ✓H5 170.0 701 I70.0 1083 170.0 797 170.0 RAP 1700 eM 17tl.0 7417 170.P 94d 170.0 1594 170.0 98fi 170.0 1771 ti0.0 1033 170.tl 2125 170A i085 tM.4 2479 17D,0 1063 /M.0 2633 174A 1A63 63h 170.0 430 77D.D 745 570.0 1156 17oA 850 fT0.0 2332 i70A : iM.O 148D tMA 1046 tT0.0 l673 870.E SOM SM.P t85H liDA ft22 l70.0 7z31 7i0A 1159 4M.6 2603 IJ0.0 /t71 170.0 2875 170A 11T1 Z Z $ m y 83 br 17R4 Bli STOP 789 1M0 9169 170.4 903 570.9 1364 170.0 1G42 1M.D 1558 7M.0 1084 174.0 t75.t 1700 1155 170.0 t0ae 77a.P 1210 170.0 2338 i70A 1275 iM.O 27c7 179.0 1288 170.0 311T 170.0 12M � ---- a.a U aZ c 7Z in 1M.0 100a 1T0.0 878 170.0 1275 tiOA 1000 1MA 14B0 f7PA 7126 170.0 1M0 170.0 iT2B 170.0 1973 170.0 1315 fl0.0 2725 1M.0 1387 5749 259Y t70.0 140E lM.9 2075 iM.9 1529 1M.0 34N 170A S94 766, 17D.0 1172 Rd0 837 170.9 1310 574.4 1080 i7R0 t5M i70.0 7244 t70.4 R&t t70A i322 S70A 2019 17" 1a2f t70.0 2Z43 170.0 15D5 170.0 2552 t79.0 1@29 770.4 314D 170.0 tp+ TM.D 35E9 1-A1.0 iM5 Z ~ -i Q 78 to l7Q0 1155 47Q0 867 t70.0 7361 tJ0.9 tits 170.0 toll V 1250 170,0 1042 170.0 13sa /70.D 2072 17P.0 1476 1T0.0 2302 170.0 1564 170,0 2763 170.9 17DP 170.4 3223 1i0.0 1777 170.0 SOBS 170,a 1788 Z Z N ca a 907n 170A 732E tTOD 1144 170.0 1584 170.9 1328 1M.0 1859 17a.P loos t7Q6 2125 /M.0 iffi3 1T(LC 2391 iM.O i793 t74A 2650 570.4 S8t0 770.0 37E9 l70.D 2f25 I5d4 3413 570.4 72T3 t36.5 3413 17DA O�p cq N n 44h1 1MA 1311 t78A 1232 1M.0 l700 17P.0 1434 1MA 79E3 tIQO 1G12 iMA 2287 176A 1784 STOD 255P 1M.0 1952 1M-0 2073 17d0 2W5 160.9 31D"3 77dP 2338 117.Y 3199 7006 24M 124.0 3199 156.1 2428 (rjJ u1 t08 in 470.4 1594 110.0 N09 170.0 19.3 170.0 1647 170,tl 2Z31 170.D IBM 17tl.0 2530 170.D 2078 161.8 2781 1T0.0 7Z71 143.3 Z/87 161A 2333 723.8 Z781 140.4 2281 IP5,9 276t 1258 2234 927 98{ ft6A 2190 w W 1f1in 1M.0 7638 170.0 7454 1M.0 1980 170.0 1TW 170,o ?293 t70,0 5632 1Me 2027 iI.4 21U tfit.8 £632 id28 2Td5 t0&.8 2632 i+8.4 2219 1t0.8 2832 iZ&.4 2183 81.8 2632 115.1 2129 05.4 282 100.3 2090 tl Z ern to SxD to i7DA i771 l7d0 155& tMA 2525 t74A 5859 t54.4 2252 75de 19H1 /35A 2252 141.4 ttd4 12tl.1 2252 1272 1936 i0fl.1 2252 11Q1 1915 801 2J52 98.8 1872 77.2 7252 8R967.8 7L4 81.4 S80B (j N Q O 1Mh 125.1 1564 t26.8 1445 7af.3 15B4 108.4 14S SS.4 1584 etS 1a97 78.2 1564 807 13� 035 1564 72.3 1373 t'2B l554 65.7 t358 52t t564 5-0.0 t330 44.7 t564 b92 5205 39.t i564 4L4 1283 � � • mO� _ ANCHOR CAPACITY ADJUSTMENT FORMULA- AN TABLE 138 CHOR CAP..,,.,."l ANCHOR CAP..., An Ca e• Table ibu 7b7'.rnr C74v Fnm c14U PTA Mew (DP))4 MULLION CAP.,a,,.,j_ y 2.7xcan telo 3.5Kcam. PRODUCT REVISED 5/tG El 1/4'66 Elso 5Ii8'9c^ 114'SSElea 008kC1 B726te01 P12 Sieei y ArcMrrypa 3/t�EuoU7tncan tra•L7c•ummm Uti-El 3/16'Ell..0lboaan t7a'Eka.tntracOtl A90,a�'�' Ulrmsor, gy(p«K'wkr 8uew(Os)SamN I05) snow(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR guifd'm ply�gow,th the Florida pt5ct,orCBp Patternn NOA-No. 0 17-[363U.U1 ACTUAL PRESSURE REOUIREMEI�FOR THE FA0a On1ame0^F 1• 2•iTt' 1• 2•t/r 3•us• t• I 2•in• i' 2-iR' 2'- 3.1/8 r P.aB'� Q54• P.32+' CAPACITY REQU7RQl°CARRESPONDi7JG ��Goo D;ato 6512S12Q29 Em6Mmmt(mc taro• 231!• 7a7s°. ...fair r t-1/c 1.114' 1•N4' 1-tw• t<7a^ 1-'.f4• r fa/8' taro' Ica OPENING,WHEN TT IS LOWERTHAN THE MULLION 2Aroha,s�A.7S Mitt 0.Q/Standarc7 ar(.Y+*+ot CLIP W0.1&2J 3901h 1936s 951t B90 m4 iB49 ms 210Iba 2'A itu I 35d ita 740(W 3'1411ti �4iba 9a&ras 3711bs 4aR ibs SW hs -.----z 4An:bC1s�4.66'6ih D.C.lSm»n7 tCt DltieU cup N.3T T�Oi TLA b' `�� 17801bs 3232Ihs 5/0 my 56n IEs 708It. 148C ms 7461bs 1272 ms iB921� M2 ms 6851ts tix017h CAPACITY IT WILL THETA MINLE)IMUMAOF THE ANCHOR e Anuham>b t.Jt'Mh.O.c/9nanaara(c,OBwq C7ro(Fin.41 1f 84Ihs 74001hs 1010I41 259511 WA WA 040lbs I NIA W.th1 WA WA WA T353 ma iJ7D 76s 224D Po% CAPACITY IT WILL YIELD A MINIMUM ANCHOR By 7 aArnnas E$3'2d720.Gi1212t5 An9la COP87(f19.5} T801>s 7W V,a 563 bs 15M 1be 1306.'b.+ 6101bs 5841bs WA 7641b9 J401bs 8801Da 18921� BB21bs &051� 1120IPu CAPAGTY WHICH MAY BEUSED TO QUALIFY Miami- adeP duct Control BAnchaa 3•tAn,OD.I(212cS An41e CFpO/(RD.6} 7560161 1560Iha 1361i mt I-A 37 w1t 1383 tbs tTla Dfo 22!O ma ANCHO CA ANCHOR OPTIONS FROM THE D WA L WA fUA WA WA WA WA WA WR WA WA WA 143416s )...-2OGG'--a12At9'Min O.C.1(212t5 Atgk Cops/FkI.7), 16601bo 70111hs 14<01W WA NA 73xD IW i WA 150C Ibc WA WA WA 200.51bsN143ANCHOR CAPACITY TABL4Amtaes 1.35MD 0. /U-CI7p,into J2 ANm.0-7P. Y WA N:A 2Mt 4AIM2A 0.66'Mm O,C./U.CIip,Inlo.125'Hum.FIO.B) bUA WA 7llA WA WA WA WA WA WA WA WA2Atichoo 468°M1bn.O,CJFCxHtRH.t6T 393 bs t610 bs270 Uts 2A07bs 3541t. 74D; BaNWA tV' ii� ta .256' 4 Am-a1.71'PIn.O.CJ Ran(FID-11 593700ins 5051b4 N/A WA 470 Its WA IN FOR THE OFFSET CLIP,USE THE SAUE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE I: FIGURE 2: FIGURE 3: FIGUAE4: FIGURES: FIGURES:FiGURE10: FIGURESI: 1}SEE SHE ET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON At5 JJ7 • • • • o o ` LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. NY LYNIV • • ` I" 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPFNING WIDTHS IS ALLOWABLE. 6,�0„ `��,�a.'•LtCERts�a: �� r • • No5i3705 3)ML LION AND MULLION CLIPS SHOWN ARE NOT SCALE FAR EXACTDIMENSIONS,RESTRICTIONS SEE SHEETS . _ • • • • • • r •• ! • 21-23. HOLES TO BE DRILLED IN THE FIEIA FOLLAWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 7- SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -(y FIGURE&: GROUT-FILLED ��:••/(/�•�° MURE 5: ANGLET • • CUP A SUBSTRATES•CONCRETE SHALL CONFORM TO ACI 307 SPECIFiCA7IONS.HOLLOW AND �Q 5 ATE•F ` ` ' • • • (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '•.F(ORtDP•.-•• � _ • • * • • S YELLOW SOUTHERN PINE WITH AN MUT 0E SG OF t7.55.ALUMINUM SHALL BE 506"i.-T5 AND BE A MINIMUM OF-125" ... • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04`'THICK(18 GAUGE).STRUCTURAL STEEL-TO q( •�C`� USED IN 2•X o"X.25 A.1G7b4 M 4E1f',P.E. • • • • • • • PAIRS BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 &OR MULLION FL P.F...#58705 THREADS BEYOND THE MATERIAL.410&#12 ANCHORS INTO Vt000 MAY BE STEEL,10-&SS.OR 41C S.S. TABLE 14A Mu18onCa Capacity e Tablo Ps el � Opening Wldlh(for wrticoly-3pmt m mumam)orepaning Height(fortntl7oniat 6P 140In 766In '' 3q in 1m In 1201n 701n 901n Recim9ular TtaplTtlalg. R"Mngnar -Pin B R ta�gN.W TrapTdm9. 6z t W In war TtaNTdanO PRe",4M11IN Tr4altiia+9. imdW Lo<db+6 LaaQt9 tna9hB Lca�nB 64{n RoeWTh7�1a` ha1✓idang ReaG.r} REciargLLar TfapTdanB. Rectan9uWr Ttap.4ing L�tlMB LOad4'i6 Laa3riB Loedin9 _ _ _ Lwdirp LcOd^0 Re:tatputar Ttapltln�9 loaai+0 LaadirO Laa31� Loading x.125"Alum z' T - $ y� n �• 'I E ��. �$ c�E O ��v u i Tuba Muti o a. g 2• �^ M1 ui Lt'a c� c�e S 5 3� _ _ cl BE 13Y.1 471 721 SZB 13$1 41t 60.1 528 t3d.1 411 61.6 G6 131.1 4H 45.t � 13i.1 N1 ! 42N Y442 579 167.0 420 pZ0.2 826 1469 419 1030 526 13fl9 414 EO.t 526 ai.4 4N 60,1 52E = UjF- 6t.6 362, 6i.2 266 GS7 362 646 Z&I 41.2 36'2 63S 253 34,3 362 53.5 283 $4 352 936 2t%1 25.7 3G2 A'S 263 m r O -08In 96.6 463 109.0 333 E0.5 403 90.7 328 GOD 403 86.4 320 6D.4 403 81.d 377 Gi.7 433 7:.1 375 483 -003 766 314 40.3 40S TaB 3W 34.6 403 73.6 314 30.2 493 786 9tD 307 93,8 36G 79.3 294 Sae 362 Tt9 269 J I_ LEI w ?iaE25 to 82.3 ;bZ 42.4 310 636 263 37.7 318 tA.B 25a ?i9 3t9 496 244 283 31$ 441 248 27.7 318 4Y7 24tl 155 316 43.1 Q i 541n 67.8 316 74,1 2S7 5&5 3t8 6q2 261 4a5 31D 57.7 Zan S� ill G1.2 758 45.7 214 35.3 25B 40.7 Zt0 30.9 2® 3T.2 26, Zt.S 256 34.6 2DY 247 256 33.4 143 20.6 258 32.2 201 T✓.7 256 322 2tr1 1i5 �'2 Z Z x e<a c 601n 59.5 156 611 23B 31.6 tE9 23.T 234 2D.4 t� Y1.4 Zi4 2L0 784 t7.0 234 26.6 183 76.3 7i4 Z85 iB3 13.4 Zi4 26.5 783 234 46,6 200 35.6 .�1.4 391 tA'1 30.5 Zi4 34.7 792 1B7 t'�4 7 169 tS5 273 22.2 167 13.3 213 22.0 iHi Yt.6 2I3 220 i66 j 661M1, 37.2 213 39.4 163 31,0 213 33.7 179 2a5 213 225 i4a 17.9 �3 D3,. 147 116.9 179 iD.7 t95 1a9 213 21 w = {. 72 in 28.8 176 3a7 155 23,9 179 2 e 162 20A t79 c1l r 2 t.. N T6 in 2G3 161 25.4 140 20.2 tel 21.6 1T7 17A 101 tD.6 135 16,2 161 17.0 133 ANCHOR CAPACITY ADJUSTMENT FORMULA: y(dz 78 In 225 1W 2as 133 tab 15Z 19.8 tat 16.i t52 17.5 ;26 ANCHOR CAP.,„..,.,\ r4cta (Df,,,)X((--"�' J ANCHOR CAP-- r U7 TABLE 14B Anchor CapnUty Table hs FMdcvu PT Nod `MULLION CAP.b.w N 3.9t CAY. }{Onmt'CMU IOR s�t3e znCarcnYe __.._ aSSEno5t15'Eta fl4S5Et0 xt-(05 c6v USE THIS FORMULA TO06TAlNTHE'ANCTOA ® Ty to CO CO 6t16•Eco 3ttG Etounfaean 7i4'Etco�a 0n tv�yx�ata mtr m A-61-1a 1e`"{ t GAPACI'(1'REOUIREO'CORRESPONDiNG TO AN to Archa tyfc YS6'Ek0 Nt2cm iN'FJOO OItrxm U4(o:an 3-v8' T G4fi 0.54• a32C ~ gnUlor Clip Pedems 1• atlS 3.v3• t• 2•i(2" r &12" 2' 1-aa, 1,316• va<fes ' ACTUAL PRESSURE REQUIREMENT FOR THE U N ¢ O (0 Eo �st6rce lnX r 2-�r:- t-tt4' 1.17d' 1-1td'- t-vx t-tr4• t.vs a 54303E OPENING,WHEN IT IS LOWER THAN THE MULLION Z, gpp¢tynrnt nk t4• 1514" tN4• told' 2' 3ot5s wA 760 iat 748Ins 6a61aa te92lw 6s2ros 665IDs CAPACITY(FRAM THE TABLET OF THE SELECTED �h„ V � I t 75D to 78D 19s 6ea11s 16e7 tas 789ti pa 510 MULLION.IT WILL YIELD A MINIMUM A'VCHOR i <arcro.sY43'Mno.c.tOJ2s5Alniet'2ttslttTA 1 CAPACITY WHICH MAY BE USED TO QUALIFY Z ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED S ANCHOR CAPACiTYTABLE os compyln with the Florida vuitding Co3ge 17-0630.01 ' Exptrntion vale 05/26/2021 ! Br - ! MismWa ro uct Control ytt TABLE NOTES k F�-7-266"-!•� s t}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2116- 3)MULLES IO BE DRILLED IN THE F.ELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 t t I t t i r r ® 0 FIGURES SHOW SUGGESTED,APPROXIMATEHOLE LOCATIONS. .125' ANGLE CLIP MUST BE USEO IN PAIRS, 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOV✓AND GROUT-PILLED r \_'�._•'t_tGENSp'•(.�� CONCRETE BLOCK UNIT(CMU)SHALL-CONFORM70 ASTM C50-WOOD SHALL BE PRES5URE'fHtA!ED 1 � 4• A CONCRETE W SQUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OF.125 No,58705 �y THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL.STEEL l'0 BE AT t 26"X 2.11'X.t25•MUtUCN _ LEAST-1Pg'THICK AND A36.ALL ANCHORS INTO METAL SHALL IkNU AT LEAST 3 SCREW THREADS BEYOND (INTEORALFIN MULLION) .-�. �AITE --- A, r THE MAl ERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR410 S.S. I : FL P.E.#58745 _ y 1 i p Mull Length o m c y m D 5 5 5 S a' s s s'i s 9' -' °' Z_ElA p (mAuallrlma l CnpadN rtc A o in ActaCahy RegMdba)0 Mapad °E21 m S 0 • —RN'AN'—AN' Anchor Capxlry • o n G Li Zi 3 Req, (r-) • • S. — N P 1. H K o y gb$01a Capacity e • A. m gbaRrz) � ma to SS m $ Rcybl M.)N m• S oa S e .x Cb.4Lm)Cepea y s N o N m > 'k' u i mum"capacity R r Aachcl Capacity =m o m ea Q r m y D 1 39 @ d g o & m Required(,ba) e D <Z.N A N F z = : m F § 's• so � it v e & - MulBoe Capec'dy -d m W z m I. �' (ms;nx) €y m n1 -rNti NOO m O o _ .. -. A O m x m z z N m Andlar capzclN b r=W m 5 0 o m NA m a g t i� �k w fi Rewced(roa) o� n w'7 T v sr a .'�i N Rm Cmadry n mo - wZ � zz cmin S a$ N' c1vo = s N m �I'a o o e (msrm) Sc to _- °- + -z 4 n mm� rt�1� z m� fg�Ery° m o m m C Re a )N ln14 g O O m o o num ' buti.)CPtlN a a m> g N rOC , N D O s g . v v z= q o 000 Q >o R E d i4 > i 8 a Re`quo-edlm>N � �, y o30oz L,OZ O wr r❑^N= '' xmz oa' timA °n�1' 1:_N d = -!d. uN ffi og o" S pNB m_g @N(�.aMte.)CGapacy N �O ff Q_n O O00M. °zz , ° Mh'6 Rd P,d)3 -o moi = CO Dr n O oU NutlonCapedN o P m C:-I ym �Pmm'cIr (A ❑ fn n o-• C Ll a �u O� N li N 6 ieN Oi �V MOhJ paclH _ n T u A ° to J $ m Y R NWI.C.,ily (m O �i0 z i ., B. a u s1 1 too ca m a m S a o a'� m Zo Reywre,Ci Otrs)N u 0��,nz a n o a u !; w _ m Mutnonmp.a itv a e o ai 'On o 3 Y 5 e u N i' o pbarRz) e co-I m❑m F fn a ,g $ u v o Anchor Ca acl v y N m m`e O Z D O 'm L9 8 g �w 8 5 Required Ps)N _ ¢ Memva Cepadly A ��' O m 0 n 't"1"b y� o i m o N to C n, n � � ti c, (balm) 6 R a z�0 zm D Q� om m mGkr c AM:nN Caned 2 o m m m o a �S 23 t7 S Regchcd Ob.) H v Mo S N B F a 9 S S IA.M.Capacty m-1 °m N g u �. u c ma (warm) m ❑ N rL a N S e u 2 m M V D N Ancbal Capedry .� Z D W O b P i ie — S'i Rm.lrm oh.) O 1 E B m P P m u 0 S S'i a @ g Mullion Ca?. - . . ? (bslRZ) o N N m 4 1�, ' $ m S S N Armhar CaPvoIH m s sr iO Requtred @s7 v m _ � -t7 �, u g -� Mullion Capacity a fu N N o o b 0 barn2) Ancnor cepsdry m o O O�ti cAi nD vei ° z m - M S Rarpdred Qbs) m w F tR Z ➢C J S Mumon C.P.Ily z K 00 O O Z Q Z(Y O'C ^ A o o a N 9bsrlt2) E O H x a T 3 y o Anchm cap. 'a a x x N A rC D. g }7 d 8 Requl ed(roa) ffi O czl= 3 4 C S'c o o�' Dl _ g g e 43 Mulllm Capacity s �c�j {�mm5 z o e U ___ a o mo O la p Anchor Capzclry S gombnoo0o g N ti m a Requtrad@al v \N / z0rR'zm�I�M l E m OM D -` Z oom�tlzm z c 0 1x m z,, x z °c�mtn o x�xF yo0 A [c m��-OiF n� l: z z � gn 0 omoa r t O:�y Z •y�y \ CPc COPYRIGHT 0 2017 POT INDUSTRIES,INC. ALL RIGHTS RESERVED y C O'. o e _; m j°f A IMPACT-RESISTANT ALUMINUM TUBE MULLIONS �S r— • �� o q`;Z` a p III D y eacliat- m Jo �5 30 DEGREE BAY MULL'SPECS JO 2 •'� N in Samoa. .Saale —09 N. 'heal:aN • R �;C�L�•..•_ ,.. ���` 3 O o 0o N/A N1A 8300JR 19ar2 10707ECHRM°crmwE Drawn By: oat.: Checked By; Dare: R— H.yrMCE,FL J1I75 J ROSOWSKI 08/29/11 C (241)�aa-as0o Rw. ❑ate: >eWn: J R�GSOWSKI 06119/17 NO CHANGES THIS SHEET. 1 FL CERT.OF AU Rr 20NU TABLE 10A munian Ca ac Taola bc7ltz � $ a Opening Width qor vcmcnirp-pa ug M.ir ls)of 0-ing Hoight(far tnrizort2*sP3rrir41 mIr'025) loon +v O 1n t10 fn t0065 120In idnp 7y 50n 80 BO in TO in 7 g Rw:woAar Trarl'91a80, Rec18n0dar Tr0{Yfnan9• Rectangi4ar TraDrTnan9. } °1 IraWT4 R..I.K:ba1 T-WI-V Ractan9;tar T,-WT+b08 Rccfan@Ss TkprT4ang. 1lactacgdar � inaSmg Loadc9 L-1Ihq L.cadn9 L. &n0 Lcadn9 $� O R.ten3Aa 7MYTri0a0. Redwo- LCadnO L+0dh9 L0adn9 i3Oa0hg Lnamng LoadnO d 32V 46 Loaaaa tAamne ipvdna I amrD foad°'a s_ a _ i• x a "^ .... y ., a �.•, i E. S.�qll ,,�DEO.ALa GearMUIL a a' i) o v � hQ A € a c kS' is a �ga �s ea s � ;s � w s� a $ $rc d�a �ad`nd`a �o $sue d`i E� �� J 42 to t7a0 52D S7a9 435 1T0.0 744 170.0 478 1T0.4 866 770.0 308 77a0 992 110o 519 170.0 1116 170.0 621 170.0 1240 170.o i21 17a0 1d85 170.Q 521 17a0 1735 170.0 52i 180.3 id71 17an 521 a w 48n 17a0 70B 1ro.0 52a 1Ta0 850 1roA sa4 170.0 49"e 170.0 830 170.0 1133 770.0 581 trait t275 170.0Onf70.01+77 7749 660 t53.7 1537 i70.0 58C1 iaa3 f637 773.a 893 t228 1037 lT0.0 SCSARon5 1n 117794.00 Tl4977 1/77a6.00 563 i7a0 E48 l70.0 a".i STaO t0{6 17a0 684 S7aQ 11 700 34 1atl 747 772 1455 1T00 8°S 112G3 1545525 diro70.tlp 7(f5eDi 1121a0.16 17545525 1i7ro0A.0 785681 t8tTaE4 1552 iro.0 fFit" U CI (1)1195 17a0 72 512. Ifox ---- 69 170.0 7 170.0 12 1740 $03 1TD0 3 155 tj U OO(n i7D.0 885 170.0 701 1TD.D 1063 1roA 7a7 7M0 t24D 170.E LLJ 5T6 ib7.t f309 1".0 944 13o.7 13M 170.0 996 125.7 t309 153.3 90d ta46 5309 t57.1 802 a9b t309 157.t eSL 78E 13D8 757.1 9� 2 D. w 63 to 5T6A 9?0 tro.8�701 170.D 1053 170.a a50 /829 f247 f70.9 940 7125 5247 764.5 9BJ txc.T 124Y IS2B 96.`i 114.0 1247 141.7 952 95.0 1247 138.2 936 et.d 1x47 135.7 035 713 1247 1357 935 Z 1n CU ,� 09 Lr 1740 yC 7O2D Ii nn 116¢1E7 7803461604 169.3 . . 85S a8M14iBb9 19534tla11.27i9 987S34244858057 787432219a876d5.8,30984 3f985410084181668608 11834230801>65L.32.E465 9975342!3378878762 16643220i3432.....4991 164a1l948b9b0 I42Z21784B0....,.00i74 9S33S1375Wa0T8 932174n62..a4 51440+219500 19�108-.8.57 B3B55Dq 71452.8 11492150 f8 17B..1fi 7S98-003 5201.35 11501195a00 12188..71 Bd7643T_ WZarN�aa ? JWO NaSu eae'00�C0 97{ 170.0 1150 176:3 907 148.4 1190 183.1 o ED.B into 969 807 .2 7<.7 718 491 972QTi34Tf10 144.6 068 4 1016 5272 8a2 29 6 Q a7 90 83 729 573 ea.5 BA5 4d 792 tt4S 900 tZ R 91 8 0T16 d5.4 861 Q 75 ' be 13 38 661 545 ZN 90.8 . CD f 78 861 5 1 it25 8 295 540 3 591 Sy aLS 5 51.7 85 432 14 1 W gap 682 AM 4.1 50 59.1 499 48.7 57.1 . 90 148h . 05 39.8 449 412 399 42 4 379 t .5 425 262 382 171In 44.1 42 5.0 355 36E 75 37.9 8 3 313 1.3 Q 35.6 331 29.t' 36 29.6 326 34 25.6 321 216 228 317 19.4 364 20.5 m0f2011 34,9 iM Dt 2a2 253 20.4 233 f6.a 253 i7.i 230 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 a m .5��a TABLE 168 Anchor Ca clt Tadte Iba /ANCHOR CAP.,,�,,.,o, ANCHOR CAP_ Hauow t3Nu �tal cMu ETWoa1 2St ,D )X`MULUON CAP.,,o,�./6 PRODUCT REVISED 0v3sstmt« 27k Conemfo 3.bt 1xna. as Complying with the Florida y1B'Ebo Va`SS Eico y76 Etcv tf4.5G Fm 0105tx1 0123(66 S12Sted Building Cade Anctol Type 7/76°F]CO Ul0eaol 114^Ebe l9lmoan ar1e Eke utrown va•Ebo ultm¢on A0 1a ulv8/on AM.GBbr Saww(G5)sere.w(G5) suaa lGS) USE THIS FORMULA 70 OBTAIN THE"ANCHOR uitracon CAPAGITY REpU1t2ED°CORRESPONDING TO AN HOA-No. 17-0630.01 Anehor Cfip Patterns z11. r 2•".r2 3-v8• P avr r 2a7r r �t;rr z• a46" a5a• o.;"xd• ACTUAL PRESSURE REQUIREMENT FOR THE Ed Oa Osl-IbF .•• 1-i14" 1.1N' 1-1H• 1-7/4' 1-lw 1.1i4' T -1318" 1'3'e• �nies OPENING,WHEN IT IS LOWER THAN THE MULLION F�rpiretion Data 05/26/2021 i:trb¢dmantlnL law 1-314- 1J(4" 1.3/4' xAncnara 5^hBao.c.Y(t)24sw#e3pa7(Fc.1} 336m 380ma asatea 89Dm4 t7aoros 27a555 zantm 359s f40hs 3ra5bs 7201 97915s 3a19s s4zm �00s CAPACT(Y{FROM7HEiABLE}OFTHESHELTD By MULLION.IT WILL YIELD A MINIMUM IN Minmt-Da rodact Control 4 Arclns 493E^Min Q.C.!(g2s5Aa95r•(5p¢T(Fk.2l 760 Bu 780 fDs 7901bs 18Ta Ibs 1523 Ds 540IIn 54010s WA 11201b9 7481ba 0B01W te9x Dn 6E21ha BBS Ibe 1f2D ms CAPACITY WHICH MAY BE USED TO QUALIFY BAar¢ttA 271"Mirt G.C.i(22x5 An910�Yn!(r"'0.37 t/209n 1t29 b¢ 950 Um 224636s 22b{ac WIA 8401ts WA S059Un WA 1320 @6 WP. 102216s 1327 Ita 16000¢ ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACrFY TABLE- i I FIGURE is TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, F-1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEfHODS. ```}}}••• 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLF_ j r FIGURE2: 'PV LYIJ&�''•�. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DRIENS;ONS,SEE SHEETS 21-23. 45'-�..� � a ••......-, '�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125^ �'�_• tiGEN,SE.'•,C��. • • F. * FIGURES SNOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z q': '•,�^M d)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED *' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM h11NIMlXN OF.12S C•90.WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF M65.ALUMINUM SHALL BE 60133-T5 AND BE FIGURE 3: 45e RAY •:�tr` • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �0 '.• TATE LEAST.125 THICK AND A36.A-L ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 61ULllON • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,115-8 SS.OR 410 S.S. A P.E. ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAI L7Y'i3t771ty7I171570 RS. FL P.E.(5875 -j 1.000" f `i 1.000' .125" '': H .126° II .A n 2.750' 2.750 .125" 3.125° .125" 3.168' o � 2000' 2.0oCY .265 2.116" :,a U 125" a-- j U2.7-" ..�•. �" .500 �s t t .000" r.12S In ZU In t XN� Lu VX 2"X125'MULLION 11X2'X37S'MVLLMON VX2.75"X.3751MULLION 1'X2.75X.660'MULLION i'X3.12SX.6-MULLION 1.25'X 3.186'X 266'MULLICN 1.26"X2.1!'X.12F.f MULLON � th ? 6C63-T6 ALUM. 6083-T6 ALUM. 6063-T8 ALUM. 6063-TB ALUM. 6063-TE ALUM, 6063T6 ALUM. 6063-T6 ALUM. hS : ,'r a o M XSECTION XSE07ION XSECTION XSECTION X-SECTION X•SECNON XSECTION t0 W Oin 2 a co to w j`.125' E•'r.1z5^ �a 1 U �C TABLE A d W STANDARD CLIP GLE CUP6063-T6ALUM. 4 6 ALUM. Dimension Value(in) For Muillon: �2.000' I 2-i25' _XSECTtON USUP2.Oo0" CTIONA 1.525 LU Z 063-T6 ALUM. 25" B 2 654 1"XYX.125" o ¢ � �.125" X-SECTION L.LAluminum C 0.695 Tube Mullion �- ¢ z mz .. .125' I Q I D 0.740 0 ¢$ s o a '•I co _740 A 1.125 n Z A a (3 _ B 2.404 V XY X.375" N w O 5.500" Aluminum @> V) � 3.i25° CUT HERETO .375" 5.000------�---� G 0.636 Tube Mullion � ¢ � S .375"_ ( CREATE F-CLIP,SEE MIN. MIN. _ r"DETAILF,SHEEr4 -1- .375.375"THIN. I-� D 0.490 t? IL, Z C) M ,A _ .1.875 - . Aluminum aa- o run �0�ia�� ------ A ------------------ B 3.00 VX275""X 0 -CLIP --- - - 375 I L -_-_-J ------j 6C63T6ALUM. C 0757 TOPVIEW 2X5ANGLECLIP ube Mullion PRODUCT REVISED _ 6063-T6ALUM• D 1.118 L_ / TOPVEW as Co 110in with the Florida g STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE W.THIN THE A 1,312 1'X 2.75'X Building Code 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS S-18 FOR THE _ N IOA Ne. 17-0630.01 CENTER OF ANCHOR HOLE MLST UE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3.02)0 ,550, WITHIN THE DASHED BOUNDARY,SEE I-OLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+IM'. C 0,476 Aluminurn Expiration Data 05126/2021 SHEETS 5_17 FOR THE ANCHOR O.C. W I I HIN RIE DASHED / Tube Mullin DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0.838 lli H By DIAMETER ANCHOR DIAMETER+1116". SHEET5547FORTHE MRa-Rb-' Product Controi - ANCHOR O.C. TABLE B A Iwo DISTANCE MAXIMUM B 2.037 V X3,125"X PGT Part# ,600'Alum ANCHOR HD_E MUII Dimension sheet Tube Mug 5.500' 37S ( C 0.663 OtANEfER:RNCtX1R Mullion Sfd,Clip Offset Clip IlGtip Angle Clip .375" rM1N. DIAMETER-V16% - - D 1.137 Mil N. ,(_,_ 1"X 2"X.125'(5) 66605 666113M 6661118M 666243M 666511 M q 2,625 ___-____-_-r--___------i_j. 1"X2"X.375-(6) 666006 666114M 6661119M 656244M 666512M 8 3.262 .25'XX.265 Alum { t } i"X 2.75"X.37F(7) 66607 W6115M 6661120M 666245M 666513M C 0.862 Tube Mutt 1"X2.75"X.65D'(8) 6MW 666116M 6661121M 066246M 666514M D 1.762 1,26°X2.11°X � �1YLYNIIIr' i i T i I T'X 3.125"X.5W"(9) 66637M 5661116M 6661114M 666242M 666516M A 1 262 •l`O•.121'Alum ; 'i"..•'ytCEN,gS:'. 1 i 1.2VX3.1W'X.265'(i2) 66641M 5661117M 6fi61113M 666241M 6665i6M Tube Mull 1.26"X211"X.125'(18) 69370 1 WA NIA WA 666517M No.58705 :• C OFFSET CLIP NOTES: -'D )jf z .125" b063-TBALUM. :_�tr` I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �0,�'• .740'--f--�'-�1 i S� ''• C OR[D 2)SEE SHEETS 6.9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.G.OtSTANCF. ^((1yy'''SS�j��{�j�({-{t G}1 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Af FL 1'.E.#5Oa E. TABLE ET' � Mull Dimension CPT Part# $ (shheetets Mulllen Std.Clip U"Cifp Angle Clip ."j f"-•i25" --j f"".125" --I F»-,125" $= d 2'X4"X.251(18) 66602_ 666261M 666271M 6665112M 2"X6'X.25"(173 65564 666262M 566272M 6685113M STANOARDCLIP UT UCLA' 2X5ANGLECUP Q ~ 2.C) fi083-T6 ION 2,125' 0S3-T6 ALUM ( 6063-T6 ALUM.NOTES: IX-SECTION XSECTION 2.1 XSECT{ON tQ1)HOLES TO BE DRILLED IN THE FIELD FOLLOVANG atL .125" .125'DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,2)SFJESHEETSI6.17FORSUGGESTED,APpROXIMATE � HOLE LOCATIONS. rD 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.45 000' j CO CUT HERETO ti n -����--3.600'- ----, clt[ATE F-CLIP, 5 000' 375' Gx7 W U o 2000' .375" ;_SEE DETAIL F, S MIN. m Z ro MIN. w ( SHEET4 M1N. .375' _-___ z z I I 1 r---------------------T, z Z w� x nt"3 E I W 2 L5 Y O 1 1I I 1 1 D.o Z 4.000" I I I I a Q Z r 3.436' + 3.438" rC 1--------I ❑ C3 .250" 2'X 4'X 26' I I I Z Q a a MUW014 1 1 3.436' j i ti Q 0 Z N "- 6063-TB ALUM, j i I i a F d^ "-O op X-SECTION vi ti ___-_-_� L____________________J -rMIN. �- STANDARDCLIP = t} = 4 U-CUP,6063•Ta ALUM. 2X5 ANGLE CUP _ CENTER no. MUST LIE 6063-T6 ALUM. CENTEROF ANCHOR HOLE MUST LIE sOsrT6 ALUM. ¢.- z O WITHIN THE DASHED BOUNDARY.SFJ= TOPVIEW SED FOR X 4"MULLION.SHFF.T 16 TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW - d•O Q SHEETS 1617 FOR THE ANCHORO.C- "SHEETS 1847 FORTHEANCHORO.C. O DISTANCE.MAKMJM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER*tli6', WITHIN THE DASHED BOUNDARY.SEE DIAMETERANCHOR DIAMETER+1/16'. SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED .500" DISTANCE MAXIMUM ANCHOR HOLE as complyying with the Florid. CUr"FRETO DIAMETER ANCHOR DIAMETER+1/16". Building Gode S.COC' ----2.g00'-----j .375" 3' � SEEATEF-CUP, -375 NOA-Flo, '17-063A09 SEE DETAR F. MIN. r-SHEET4 MIN. 'MIN. Expiration._sate S1z61202a .375' B__ Y -- - -------------- I I �`- ""` { Miami- a Product Control I I ! 1 I I I I I I I I I i I 1 1 t I I I 1 SAW 6-000' 4-688" rK r e i__ _ ___ I 5.'35' I 5.438' i I yL It Litt .�.�a,3NY LYNiy 2'X6'X.2^r' I •� I i 1 ,;, �•S.••.•VtCENSF /fit' MULLION 6063-TB ALUM, I.Q.58705 X-SECTION i i 1 .375' /'� L________ MIN. "O j !///tl µ Sr STANDARD CLIP U-CLIP 2X5 ANGLE CUP �s •F�ORIOP,.• ��`� ,26C" 6063-T6 ALUM. 606346AL'JM. 6D63-T6 ALUM. TOP VIEW USED FOR 2-X 6'MULLION SHi FT 17 TOPVIEW �/i//t ft S/(�NAL. y>>t�� TOPvIEW A.L'W .if Elk P.E. FL P.E.#56705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRESA DESIGN PRESSURE OF+60.0!-60.0 PSF. 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72°AND THE OPENING WIDTH IS 32'+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING NO ANCHORS w HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-IWAND WILL MEET OR EXCEED THE REQUIRED �^� T_ - DESIGN PRESSURE OF+00.0;-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ��--SEE 5Ee FROM TABLE 3A SHEET 7,THE 1-X2.75'X.375'MULLION(LENGTH=72'.OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-158.3 PSF AND WOULD FENESTRAnON DETAILS, NOT BE SU TABLE FOR THIS APPLICATION. o P' , PRODUCTS SHEETS wE 23 APPROVAL FROMTABLE 4q SHEET 8,THE 1"X 2 .50 75'X.6 'MULLION(LENGTH=72.OPENING WIDTH=70°)HAS DESIGN PRESSURE OF+I-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N tluwoN U LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 co ANGLE CLIPS CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY CF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. Z LU SEE O = 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 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE `23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, S m = IN THIS EXAMPLE,THE DESIGN PRESSI IRE REQUIRED WAS+/-60.0 FOR THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU O= r NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: = m W ) co ar- III 32' s3s LBS --I F-MULL W�Tn (60 PSF)X )=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) 2 OFENWO W8ITH 72.7 PSF = 1 U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A m 90 DESIGN PRESSURE OF+50.0/55.0 PSF. FOR THE VERTICAL MULLION; Z ¢ a5 1)INITIALLY ASSUMING THAT AI"WIDE MULLION G SUITABLE,THE MULLION LENGTH IS 32-+72'+1'=105"AND THE OPENING WIDTH IS 36 .REFERE NCING SHEET 25, G Z - I THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2318"AND WILL Go LLI J 90 J10 EXAMPLE 2 MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-65.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. w a SEE DETAILS, FROM TABLE 3A,SHEET 7,THE V X 2.75'X.375•MULLION(LENGTH-108',OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS*/-15.1 PSF Of N NOLL WIDTH SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. H FROM TABLE 12A.SHEET 16,THE 2'X 4"X.250"MULLION(LENGTH=108%OPENING WIDTH=80-)RASA DESIGN PRESSURE OF-t-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS E Z y FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 3I FENESSEE SEE TRATION DETAILS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74-,NOT 73"AS PREVIOUSLY - PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSJRE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNA-NELY,THE WINDOW WIDTHS MAY BE REDUCED TO MPJNTAIN PRODUCT REVISED rIlI1- APPROVAL 2-I THE 73-DIMENS:CN(3S-12'+35-Vr+2'-73j. as eom Ing with tho Florida 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building ode CONCRETE HEADER AND SILL ARE B°WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01 uULUON - USING THE STANDARD CLIP WITH(6)3/1G°ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH!S GREATER,AND Expiration Date 05/2612021 `SEE SSE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 97;LBS. �OI6U LENGTH DETAILS, 7 B OPENING SHEETS 24 SHEETS FOR THE HORIZONTAL MULLIONS: Mi-tAp do Product Control _ H�� BECAUSE THE VERTICAL MULL WALL BE A2'X 4'X 250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER wQ, FOR HO MULLION TYPE COULD BE CHOSEN. R2 �j A0.WCN iC 1)THE HELLION LENGTH IS 36'MD THE OPENING HEIGHT IS 32°+72"+2°=106".REFERENCING SHEET 25,THE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAY BE O USED.FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250"MULLION(W LENGTH=4Z",OPENING HEIGHT-120-)HAS A DESIGN PRESSURE OF+M70.0 PSF WHICH EXCEEDS THE K REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACITY REOUIRED OF 521 LBS. SFE DETAKD, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBS.-RATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B" Z SHEETS V11DE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8'.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH 2-3 - (4)3M6-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF$40 LBS WHICH IS GREATER AND THEREFORE SLrrABLE,FOR THE REQUIRED CJ 1 I I I!r I I ANCHOR CAPACITY OF 521 LBS. LYNq/4 ',� 38%HCRIL 36'.HORIZ. 4'1 FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL M'JLUON,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCI IOR a 41 S y .r� .• CErvF .��%, MULL LENGTH MULL LENGTH�I{II CAPACITY IS 1OT4 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LDS.THE y `?'.•- -;F�'� OPENING W6J TH FORVERTICALMULL--1 ANCHOR TYPE IS A 912 STEEL SCREW, v`.�.: NO.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM TI-E VERTICAL MULLION; N A••✓' 'Q; I +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; - ATE :•• 44 . +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSECTION). &*i .tA-•. �L/� THE LOWEST DESIGN PRESSURE IS PSF AND WYOUW APPLY TO ALL OF THE MULLIONS. F= rc i��s•.,LOR1pP-,••G��� i 1 VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THI3 MULLION SYSTEM THE LOWER DESIGN PRESSURE.CF MULLIONS OR FENESTRATION �''/S'ONAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A.L I(OELEIi,P.E. - ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. cOi FL P.EJt 58705 I EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfTRIANGULAR LOADING'. rcn r-� PW 1,11,177,1713, PW SHJUH SIi/A)H SmH SHJUH PW PW In z CO 00 LOADING OF VERTICALIVULLION '-OADING OF VERTICAL MULLION m W SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS Z) W HINGED DOOR z • i LOADING OF VERTICAL MULLION IV I PW LOADING OF HORIZONTAL MULLION I I Lluo LOADING OF HORIZONTAL MULLION F- PW Q. z pvv IL W PW Tn q 4� a Lu Of 0 7H- IIHIDH S - - - - - - ILL H- Z'\ SWDH I U\ 0 ---SWDH, LOL rz PRODUCT REVISED LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLIONas compWI with the Florida Dullding *74e SILL OFVAND0YVS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR 14OA-M.. 17-06aO.41 IL Expiration Date 05126/2021 LOADING OF(2)HORMQNrAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 13Y 1:2�- � MULLION on-pue,pr,on.ct HINGED Z, DOOR PW PW I NOTES: 1)DRAWINGS ARE RERE-SENTATIONS OF TYPCAL ;W CONFIGURATIONS. 0 PN CONF Nor SHOWN MAY DC EXTRAPOLATED FROM THOSESHOWN. 0 [PNf 2)IF THE LOADING TYPE CANNOT Ly/v 7 BE DETERMINED,USE .......V4,, ve RECTANGULAR LOADING. PW PW ; -7 3)SEE PRODUCTS'APPROVAL FOR No.58705 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL.MULLION PANEL OF HINGED DOOR IS NOT CAPTURED Or,ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS SGD TA pck W LOADING OF VERTICAL LOADING OF HORIZONTAL PNAL ,X.j2TN10jMW6 P.E. MULLION MULLION FL P.E.#58705