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HomeMy WebLinkAbout19-20818 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20818 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20818 Address: 7730 KAY MARIE AVE LOT 232 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: MOBILE HOME SUBDIVISION Lot(s):232 Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0010-02800-0232 Improv. Cost: 8,386.00 OWNER INFORMATION Date Issued: 2/15/2019 Name: BODRIE, ERNEST &TERESA Total Fees: 127.50 Address: 7730 KAY MARIE AVE LOT 232 Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542 Date Paid: 2/15/2019 Phone: 813-453-4509 Work Desc: INSTALL 4 GLASS WINDOWS IN SCRN RM CONTRACTORS APPLICATION FEES WEATHER TITE WINDOWS BUILDING FEE 127.50 Ins ections Re uired FOOTER 2ND ROUGH PLUMB MISC INSULATION EI ING 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. aa,� d4 A44 1_ O TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20818 BUILDING PERMIT PERMIT INFORMATION . LOCATION INFORI&TIONN Permit Number: 20818 Addr s: 7730 KAY MARIE AVE LOT 232 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL To nship: Range: ook: Proposed Use: MOBILE HOME SUBDIVISION Lot :232 Block:. Section: Square Feet: Subdi - ' �6F�N HORIZONS Est. Value: Parcel Number: 34-25-21-0010-02800-0232 Improv. Cost: 8,386.00 OWNER INFORMATION Date Issued: Name: BODRIE, ERNEST &TERESA Total Fees: 127.50 Address: 7730 KAY MARIE AVE LOT 232 Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: 813-453-4509 A'aSTALL 4 LASS WINDOWS IN SCRN RM CONTRACTOR APPLICATION FEES EATHER TITE WINDOWS BUILDING FEE 127.50 1-4 f t)j tY13rt�f'�� 61— Ins ections Required At FO TER 2ND ROUGH PLUMB MISC INSUTATIO IN 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. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Jack 0111JV2019 City of Zephyrhills Building Dept RE:Permit Application Hello, Enclosed is I package for a project in your jurisdiction. Please call or email when ready to pickup. Thank you, Jack Abrams Permit Coordinator 813-908-0131 iac-k�@wtwindows.com WUTRIER ritr II D 30`61' CGC#1515541 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 11,22 I Phone Contact for Permlttin Owner's Name &DAIC Owner Phone Number 3�7 Q Owner's Address All hr Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS X k-4 N 449hr 4 V LOT# 3 SUBDIVISION AA N 1> W`n 1 20N PARCEL ID# 3 �2 -OI D�aOO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT � SIGN = = DEMOLISH B INSTALL e REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = i n/G Mory NR ima Crlr TE u/�! RVA 1 -r DESCRIPTION OF WORK NJ/T BUILDING SIZE I I SQ FOOTAGE HEIGHT t�EBUILDING $0396 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ 6 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER , 1 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO f �~ �100 �BUILDER / NY i( / ASIGNATURE LRED Y/ N I FEE CURREN Y/N Address ial 14,Li&,vAaN 4Jlc TAA'1A4rt License# 6661 `s ;I l ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN LZLIN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LZLN Address License# IIII111111111111111111111111111111111111111111111111111111111111111 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 dale. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Dtrections: 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 RESTRICTIONS: 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. 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. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT(F.S.117.03) OWNER OR AGENT U ilAt�*1� CONTRACTOR + Supscriped and sworn t ( affirmed)before me this Sut)scribpd and sworn to(or rrme ore me t s I ) by .4m J by o Who is/are personally known to me or has/have produced Who is/dre personally known to me or has/have produced ®—' as identification. as identification. Notary Public Notary Public Commission No. Commission No Name of Notfy typed,printed or stamped Name of Notary ed,printed or stamped SPENCER KASS o<....1, SPENCER KASS E. ,_ MY COMMISSION#GG 121021 MY COMMISSION#GG 121021 >, EXPIRES:November 1,2021 EXPIRES: '•, cFF o;`' g November 1,2021 __.�..`_ended Thru Nalory Public Underwriters "•:°;,;°�' Bonded?hru tdofary Public Underwriters 2119-W.Columbus DrIve-a Tampa,Florida 33607 V'YOUTHERLTItee (941)8704619-(813)908-0131 PURCHASE AGREEMENT �1 (727)280-6029-(80)640-3161 uw CG'C-#1515541 THIS CONTRACT made this. Day oC--sel 6__ 20—tt—by wild between Wicatherrite,'(1terainafter referred to-as"Seller") and Name: 6m,sk 4-Tj,:ex, 111,4 'IQ —Address: City: state:—f—b- zi,P:_1T!N1 Email: Primary Phone..-- 12. 14S3_ItSOA —Secondary Phone: (hereinafter referred to ag"Buy6i") Seller agrees to tell,and buyer-dgrees 19 buyall(hose materials and labor necessary to install the same as set forth in the following Specifications and in accordance with the Terms and Conditions below and-with approximate measurements and specifications listed but Exhibit.A andfor Exhibit B, ja�j U Xx JS 11imatz 4? 42, 9,1 ah Ira Installation does not hiclude painting andlol,staining. This pricereflects,all trade-tins,specials, and diSco.uHts. 'dt*-L-�W 1060 TOTAL CASH PRICES DOWN PAYM5_NTAMOUNTS 1-7-9q —UNPAID BALANCE$ - L4161 AMOUNT FINAN4*.$!2_f1 qq ' Subjdcl to credit approval and existing.interest)4ates ivithapprovin,&hatiftWon. IF CREDIT,NO.OF Mo;;;;3 ,% CREDIT CARD# CREDIT CARD TYPE EXP.DATE BILLING ZIP' CV2 I.;Any holiierloftfils consltmarcredi(corilracl IS subjedrto all claims and defellseil whi.ch.the deblofc6tild SOW brgoods ortmices obtalinchur5u4ni lielcla or wiffithe proceeds hercor. recovery hereunder by the debtor shull'tiot exceed am.ounts paid by,the delitor-hLrounder.Venue offlayment discrepancies to be determined by-Weathel-The Whillows only. :2.Buyer bgre.eva aceLpa-delivery.4ninterials;after ncti1cpa Irom' 'SeWr of the installation date.After 5 days past,ilia date of installation if buyer refuses to accept delivery,a charge ar2.5%per week shall be Added as a slonige fee.RoWever,SeMr.Ellall norbe liable fur any delays caused by wai•riot,strikes,pcui of Odd,ratfury defects or oiliercauses beyond its jcodtru[.- 3.This q9trement is for the Itenefit of,and shall br-binding upon,the parties and lhLqr'rcsp&0vc-IieIrs;squeegson;and assigns. 4. BI1yCraULh0riZC$Seller to make Inquiries orothers concerning%rctilt inlorinwinn,including,but twi limited(o.pracurivi)yimnsumer reports rigm consualerreportin agencies. S. Any Install that requires scinice or services during the fline-ofinstalln'lion that does not alley the sinictiml integrity of products is,and will be,considered a complete install and honicowimrligrees to pay in full of lime'ofinstjil.All services will bb reported to office.-sclicefuled and tompleiddi'willi buyer understanding diet ill pbrisarc,custom and One is i1CCUCLI ror rnanllfilclaring:Ileflicowner may withhold all amount equal toet0miacd cost orcorrection from final payment only.Nym6nis,received shall be applied fist to Wergst on all outst4mling jrwojaes and then tb the priticiod amount ofthe to pay intL(gst of 1 112%per month(ANNUAL PJIRCIIITFA qFPATroris%).unless oihg%vi.sr required by lea;on.th"alun;c.qf cry unpaid amounts.ir 'Customer does not make payment.Contractor shall fie entitled to it-cover from Customer all costs of collection incurred by itonimclor,including alitinvay's fees;costs,and expenses.Collection jimpers -may b6 pr&=sed throu&h.lifigation or-arlihmLion at the Sole diSdation.of ConLractof.The failure of Casidnier to make proper payment.to Contractor when due Shall entitla'Contructor.2(its disLration,to suspchd.all syork,shipments and/or warrantics until full payr1ictitis madoorterminate this contract. 0. All Deed Restricted Communities,condosand homcoilillcrs-msociafion members.mot ns5ist in approval of products,Any rcquired.applovals-att,thc solc responsibility ortlic homeowner. k 7: Buyer solely rannsible fur moving furniture..removing a.and replacing blind.,;.and any akiloll systems near or attached to any opening that work Is beiii..purformcd.-%Vcadwr Tite Windows will not bL- flitaticihily responsible for daaios*of such items,furniture,and/or dotirs or afli4 6mago induff ed.by Buyer 86vaiN home Dr pro�pciiy*hoisoever. S. Both.partios agree that any dispbie.arising from this-agreement shall be k e apt private and not riled or recbrd d in any publicrecord.The Buyer agrees to Keep this tranFaclion and any issovarlisInA from this t rm. saafjon privato.aml motto.discuss,pqbllsb or disseminate any in(71minaftit without prior written conqcm of Weather Tile Windows.A disliuje-arlsiit from ihiscot)trilct Shall he heard by iin' iniIhnior agreed to liy both parties and paid*for solely by the Buyer. .9 9. Should'Contractor employ an attorney to-I n sf ilifle,litigation cirarbitration to enforce any of the prd.vi.Qpns fiercer,to protect its interest in-any matter arising out of or re lai ad to this.Agreemiml,Ccfntm(,.lor .shall be Ontillcd to recover from the(JuMomerall of i.1slattOrnty's 140 and cosWcxj;cps6j.jncurrcd thatch),including p1torlidystecs,and dosislexpenscs incurred at mediation,adminisiraCh-p-appellate aaankrujucy proceedings. I O.-The SOIL axceipti6n to binding arbitration shall befor nonn'paymenk,-in which case WenthiT The at its sole discretion may request orbitintion or ally other means allowed by law. I I.Any and all bouncod'chLeks will he cbaif;4:x hauacad.Lheck-fee Of S3D.or ilia max.imaim amdupialldwed by law,shoidd-a contract have fict'go to tolleclion9buyer slull)pay jwb fillies flie collection fee incurred and any J9&I'br other fees incurred by%�Iqhcr Tile. Wic 12. ather The is not'respansibie ror rebates,lax credits andtorany other 3rd pany palgrmiudincentives. IMShoWd%VealhcrTifo Windows no%receive full payinent-oftho abovo contract amount fur any reason,including agreed upon reductions in llia-rintime(amount,your warranty from lNeatherlifir Windows shall bi;mill mid void,yQUT'OidIYVdArMluyshall tie the minimum I year pisi-cquiredby Jaw where applicable. 14.C.ontractor disclaims all liability for 411 claims under this contract and/or Warranly,.dispates,rights;ImLjpq,dalnugcs,causes of'action or coniroyci-sics(I-ClainIg')pcnalnlngto Mold.,grutvth of iWEL. miIdbW,`flinj;I,bacteria,or any orgumispi-pil any surface oi7(lie window,door,pr structure J%Yljcilicr on the he clipmedor unexposed surfaces!,includ6igChdinsarising out of or relating to the dctco3lon, removal, disposal,oTrcmQdiatin'n ot any of die ubDiic,.ivlicdicr those Clangs arise in law;equity,c*nntrlict,warranty,tort,or federal orstal6slatutory claims and whether ilinse Claims an:Based on the acts or omissions bf-Contractor or individuals or entities'under Contractor's coutrul..Thc Cusimucy is Solely liable and rcsjionbitilb for till donitiges,wlactbcradval or doasc4ucliflal,doused by any of flit ibdvd and incurred by V.ustomar,.Conlixictal orthird parties. 15.6mijactor Ault not be responsible for additional cosis requited due In the existerim of utilities,wan insulation,delcriomW structure or.ullicy subsurflice or Went ClAidition.,that are not disclosed in writing to Contractor.Should cDnccoledorun6o,vu-condit, in MeMsting-siruclureboat vationcowhIt 0ndillons Indicated in the i1mription-of the work to be purthrmed from those ordinarily Ions encountered and geficrally recognized.asjoharcritian v6rk of the character proyidcd for In this Agreement,tWAgrecitIcni price shall be equitably at[jusidd opon notice Ilidti5orfrom,the Cbrilractor to the Customer. Kdon'"or and Customer agnrii!i In allocate certain ordic-riskssli that,to-die f0esl exicill pervidtled by law,Con(raclors fofai aggregate Ila5illiX to Customer is limited to thedollar'nainik of the Agmemamt.110-an-y and all inittrics,damages,claims,'qpenses or claim expenses includinigaltorneyiILak,com and expenses arising out or.or relating to this Agreement ircgArdl0s;Of7whethe it is basedin'%YarranIY,.IbrkcOnlrqCt,strict lilabllfty,.ndjligancc,errors,ornkWous.or from any other cause urcauses. I7lT­k­­'..:--r.h.A­—I.I..;I&I—....1­4­'. INSTR#2019003461 OR BK 984 i PG 3914 Page 1 of 1 Taufa S U 9Ve C TFLDc Pasco County Cr <Yr Crnn}atralZeOt] Permit Number _ Parcel iD Number -_ o't t- 41 .b-C?{ 270� •0 NOTICE OF COMMENCEMENT State of Fiaslda County of giLcL THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(legal descriptio ): .a S'a�ff-Q17 0;-p 0 00-.2 3 4 a)Street{job)Address: _jj y� 2.Generai descr►ption of improvements: RJpIace Size for Size Wlsdo,4s 3.0wner information or Lessee Inform a to if trl„ ha Lessoe contracted forithe pro ement:� a)Name and address; E c 4 it Ir _ 1� b)Name and address of fee simple titleholder(if different than Owner listttd & e) c)interest in property: owner 4.Contractor Information I a)Name and address: Weather Tite Windows 2119 W.Columbus or.Tampa,FL W607 b)Telephone No.; 813-008-0131 __y« Fax No.:(optional) 913-908.0134 S.Surety(if applicable,a copy of the payment bond is atlachedj a)Name and address: NIA b)Telephone No.: c)Amount of Bond; S.Lender a)Name and address: b)Telephone No.: 7.Persons within the State of Florida designated by Owner upon wham notices or other documents may be served as provided by Section 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 herself,Owner designates of to receive a copy of the t_ienor's Notice as provided In Section 713.13(1)j )_,Florida Statutes. b)Phone Number of Person or entity designated by Owner: NSA 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but wits be 1 year from the date of recording unless a different dste Is specified) 120 WARNING TO OWNER;ANY PAYMENTS MADE BY THE OWNER AFTEAt THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SROTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTIC9 OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO1 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTI:E OF COMMENCEMENT. Under penalty of perjury,i declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knawl g belief, { of or lessee, me s or Lessee's(Authorize _{print f Hama sod Pmvlde&rgna{o s TittalQfiiea) The foregoing i stru s as cknowl dged before me1is _ -. .-- -day of _5 ,� ,20 _ by cN I. ..... as (type of authority,e.g.officer,tntstea attorney in fact} for weather Tits yvindows as Contractor G (Name or arson) (type of euihority,...o.g.officer,trustee,attorney in fact) for Ikesk J_�y tr{ (name of party on behalf ofwhom Insimment was executed). Personally Known ❑ Produced iD ❑✓ Type of ID DL _ Notary Signatures __ _ Print name Patrick'Vene s cae+itssaM�•N2 ` aII�Its: .,AW29 Ott �t1b . 30 Sal NO Af GE V:)Zi OE fKz15vbb*g--12f 0 43mi AV) zu Olt o c1tv 55�v ILY r4 sve g --LU X Als -2 /V/,J 7v p +1 fq Moo. A Y?q li, 0 7-T — T-3 :300-6 K46* JSW Q - Lq-d h/11011 M-vq :coxL IV" scloo I A-V" 0� s0bliewaaeldeM aziS jol azis jy VVB"* 2,nsodx3 I o OE%-t, j &VIV leAoiddV:pnPOJd 13 -1?6/a -j 0 qwnN/9weN jawo4sn:) lOa4S 4:491S ajnseaLAj ,a4jjL jol MIAMI-DADS MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F+(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section,to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has-been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"11R-5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-IM5410-01 titled"Horizontal Roller-NI", sheets 1 through 15 of 15,dated 05115115,with revision B dated 03/27/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the.expiration date or if there has-been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for.termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.18 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. 17-0411.09 MI �DADH COUNTY Expiration Date: September 24,2020 1 Approval Date: August 31,2017 4 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.11) 2. Drawing No. MD-BR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of 15, dated 05/15115, with revision B dated 03/27/17, 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,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16 0714.18) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test;per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072,dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5rh Edition (2014) dated 08/28/15'.prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory-and Economic Resources R). Jorge M.Plasencia,P.E. Product Control Unit-Supervisor NOA No.17-0411.09 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 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 Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/1516, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t'Edition(2014) and FBC- 6111 Edition(2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. - 3. Proposal No. 16-0125 issued by the Product Control Section,dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted-under previous NOA No. 16-0714.18) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0903.11) G. OTHERS 1. Notice of Acceptance No. 16-0714.18, issued to PGT Industries, Inc. for their Series "HR-5410"PVC Horizontal Rolling Window-N.I., approved on 09/01/16 and expiring on 09/24/20. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 17-0411.09 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 DESIGN PRESSURE RATING I IMPACT RATING 2-5 ANCHORS SEE VARIES PER REINFORCEMENT NOT RATED FOR CLUSTER DETAILS SHEETS 12a/4•MAYL O.C. 1-114' SEE SHEETS LEVEL SEE SHEETS 65 IMPACTRESISTANCE 8'MAX F� —'—SHEET3 - 943 —�D•S� 2S ANCHORS.SEE — SHEET4 CLUSTER DETAILS SHEETS 16.86" L— .�..( (-.— 18.94'MAX.O.C. MAX.O.C. I` - - - B"M/UC � F+-- r—�•fL SEE SHEET 3 A,Sff y 10'MAX. C,SFJ= 10'MAX. I SHFET 3' SHEET4� t E,SEE _Ate{_ C SHEET3EQUALL � 19' 72' 72" I E SPACmY I MAX.O.C. MAX. �] i BUCK BUCK EQUALLY ABHORS PER / / HEIGHT 'T ANCHORSPER TABLES J} HEIGHT MSPACED BUCK AX, SEE / / 'I TABLES 17-19 / / / { HEIGHT SHEETS I 9-13 I 15.6T Q )( O X X O X MAX O.C. 8'MAX I B"MAX - SEE LL SEE-SILL WEEPHOILE_/Lril.OLIES . ' WF�PHOLE 4'O.C. 3'MAX SEE SILLDETAILS. DETA8J8, BETW Wp- sAII 4'O.C.BETWEEN3'MAX.SHF173 75'MAX BUCK WIDTH SHtt'I4 EPHOLESHEET3WEEPHOLES 75'MAX BUCK WIDTH 140'MAX BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ASTM E7300-09 , 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. •ALUMINUM DESIGN MANUAL, M FOR WOOD CONSTRUCTION ADM-2075 3)FOR MASONRYAPPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIANO-DADE COUNTYAPPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CSO •AISI S100-1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. •AISC 360.10 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE IAA THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GENERAL NOTES..._....._.__.......1 ' SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALLBE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. ELEVATIONS....._........_._.._.._._.1 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRNG APPUED LOADS. FRAME,GLASS&ANCHOR 7)DESIGN PRESSURES: - OPTIONS_.__...._..._.._.._2 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El SLID. INSTALLATION,FUWGE&' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. EQUAL LEGBOX_......._._.3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN FRESSURE.THE 33-V3%STRESS INCREASE HAS NOT BEEN USED IN - &J-CHANNEL........._........4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE!VALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS......_.___-----5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES.................6-8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES........_.......9-13 10)REFERENCES:TEST REPORTS FTL-8072;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHTE&BRONZFJUGHTER SHADES OF CAP EXTRUSION PROFILES&BOM....14 COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL ASSEMBLY...............................15 I II)APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED I USER INSTRUCTIONS: Bay dmWpTae WIu the Florida NOA-No.coae 17-0411.09 1)DETERMINE THE SITEETYPE,SPECIFIC,WINDOW OPENINGS'S DESIGN PRESSURE REQUIREMENT USING WINDFROM(TAB ESTANDARD ASCE 7. ` 11 L7 111 Revised 1I- ONe• Revswa; . 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XO7(),SI71:,GLAZING OPTION FROM(FABLE 1}AND \1Y Y LYIy 71 UPDATED TO Rac 2al7.ADDED EzPirallon Date 09/24/2020 j REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUOTEMENT FOR THE WINDOW OPENING USING . ���aQN.,....,N,�� i� JR 03/27/17 NDTETOANCFIQR QTY.MXS. a II TABLES 6.12(SHEETS 6.8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 10EN �/_ Y } OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. L •'(v' Raufse0 By: Oafs: Revfslon: Miam de Product Control �.' 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 30N SHEET 2 ACCORDING TD THE INSTALLATION *: Na.$8705 :13 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13),VERIFY THE ANCHOR/SUBSTRATE WILL MEET =NDITIONS. '.*_ 3�1_ �°"' O'a•^ REQUIREMENTS FOR YOUROPENING'SCONDI ION FROM TABLES2OR3,ANDTHATALLMIN.REQUIREMENTSFROMTHIS -•'O% ,(�' GENERAL NOTES&ELEVATION J ROSOWSKI , SHEET-SET ARE MET. 3I �:•t(/� 1070 TECHNOLOGY DRIVE 6)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNFL INSTALLATION. �T TE Y!/ N.VENICE,FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. (� '••,,ORIOf`,•'• \�� (941}480.1600 HORIZONTAL ROLLER-NI 05/15/15 NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, J��'sS�ONAL EANo�Gn EBNro�� Smle: Sheol: Ororing Na. Rar. INTEGRAL FIN OR EQUALLEGBOX),SEE FIGURES ON SHEET?. �1LAIPIry)yi((ER)AE CERr.OFAUTH.029290 HR-5410 NTS 1 OF 15 MD-HR5410-01 B .I P.E#58705 I TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE " Glass Dowd Oon sled from Wader to interior) Frame Glass ,fie P (U n Inat111s6on Types Options Substrate Option Detail Sheet GLASSTYPES 1&3 MAY Conditions 1 314"I.G.:118"A Exterior Cap+1/2'Air Space+118'A Exterior Cap NOT BE USED IN THE (sae Fit;B) (we Table t) 2 3/4"I.G.:116"T Exterior Cep+I&Air Space+1I8'T Exterior Cap a HVHZ ABOVE 30'. Through the ....into 2X Wmd FmmoBuckstrip-sheet 4,option 5 3 3/4"I.G.:3/16'A Exterior Cap+3/8'Alr Space+3116"A Exterior Cap J-Chan integral tin-•••-. ...:Shin Metal-sheet 4,option a 4 314°LG.:311E T Exterior Cap+31W Air Space+3116'T Exterior Cap (tit) 1 4 Through the frame-..Mo 2XWmd Framel0uckstrip-sheet 4,option 6 SEE SHEET 6.TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHORAGE INDEX Material Min.Fx Min.F. oftile weMow...... •,-into Metal-sheet 4,option 7 Steel Screw B2 ksi 120 ksi into 2XWmd Fremel8uckstrip-shed 3,option 1 163 Screw 60 ksl 95 ksi Flange 1-4 Through the tame ..--info Ooncrote/CMU-shoal 3,option 2 410 Screw 90 kst 110 ksi (42) afthe window...... ••••through 1XBuekstrip into Comretett731.1-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Elco Aggre-Gataro 57 ksi 95 ksl ...alto Metal-sheet 3,option 4 Min.Edge Min. 410 LntmCarM 155 ksi 177 kel Through the ....into 2XWmd Frame/Buckstdp-street 4,option 5 GroupAnchor Substrate 410 SS Elm CreteFlax® 127.4 ksi 189.7 ksl integral Fin integral fin...... ..-Imo Kleist-sheet 4,ophan 8 Distance Embedment' 606345 Aluminum 18 ksi 22 ksl 1-4 (iK)) Through the Trams ....Into 2XWmd FremeBuckstdp-sheet 4,option e P.T,Southern Pine(SG-0.55) 7116" 1.318" A38 Steel 36 ket 58 ksi ofthe window...... ••,•into Metal-sheet 4,option 7 #10 SMS' Steel,A361 3/8° 0.050° 1 Gr.33 Steel Stud 33 ksi 46 ksi o 7XWood FremeBuckship-sheet 3,option 1 (steel,1B-8 S,S- Steel Stud,A653 Gr.33' 318" 0.0451° 18 Ga. Box/ .rn option 2 ( ) Through the tams .-.,ido CmcmtelCMU-sheet 3, W 410 S.S.) •MIN.OF3 EquapLeg 1-4 olthewhrdea...:.. ....through 1XBucksldp Into ConerdafCMU-sheet 3,option 3 A Aluminum,6063-T5• 3/B` 0.0.50° THREADS BEYOND (94) P.T.Southern Pine(SG=0.55) 7/16" I-=" THE METAL. into Metal-sheet 3,option 4 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-W8` SUBSTRATE. Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" P.T.Southern Pine(SG=0.55) 911E 13/B" CMU.VALUES #12 SMS _ Steel,A36• 3/8° 0.050" MAY BE USED FOR B (steel,1B-8 S.S. Steel Stud,A653 Gr.33• 3/8' 0.0451"(18 Ga.) GROUTED CNN FIGURE B:FRAME TYPES Or 410 S.S.) APPLICATIONS. Aluminum,6063-TS' 3!8' 0.063' Q� Concrete in.2.85 kB) 1" 13/4' �o 1/4'steel Ultlacon �l7 �U C Urigrouted CMU,(ASTM G90) 2-1l2" 1-i/4" 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4° INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS: 1/4"steel Ultracon Concrete(min.285 ksi) 2-1/2" 1 V4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON 80X OR 1/4"side!Ultmcon P.T.Southern Pine(SG=0.55) 1" 1318" TABLES 2&3,THIS SHEET.FOLLOW EM OPTION SHOWN EDGE FLANj.E E LEG 1/4°Steel Creteflex Concrete min.3.35 Re!) 2-1/2' 1314" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN PvIHY BE ( USED ON ANY 310E OF THE WINDOW. D 1/4"steel Creteflex Ungrouted CMU•(ASTM C-90) 2-1/7 1-1/4" P.T.Southern Pine(SG=0.55) 1" 1318" 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE QU steel AggreGator Concrete(min.3.275 ksl) 1-1/2" INIS SHEET.ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE e 114"Steel Aggre-Gator P.T.Southern Pine SG=O. 1" 3!E OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD GroutedCMU,(ASTMC-90) 7 7 BUCKSQEPICTEDA52XARE1-1l2THICKORGREATERIXANDZX 1 0 0 BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INTEGRAL INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL ARCHITECT OF RECORD. FIN VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)13 MEASURED FROM BEADING TO BEADING. PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FINT as complying with the Florida 4)SEE SHEET 15 FOR ORTIONALEGRESS LOCK DETAILS. Building Code Grou Anchor Substrate Min.Edge Min. NOA-No. 17-0411.09 P Distance Embedment � ReKred W. Delta, Expiration Date 09/24/2020 N � n: E 2-1/2°x.131'Common Nall P.T.Soulhem Pine(SG-0.55) 318' 2-7/18" .� pN,.,,. N,� �i� J R 03/27/17 NO CHANGES THIS SHEET. By 2-12'Ring-shank Roofing Nell P.T.Southern Pine(SG=0.55) 318' 2-711E ` ' OCENSF-��(' Mlaml-Da roduct Goat ro P.T.Southern Pine(sG=0.55) 1/T 318"-- ---1 --- •,� - Revuad Qr Date: ReviaO"' #10 Trusaheed SINS - No.56705 (steel,18-8 S.S. Aluminum,6083-T5' 3/8' 0.050' _ •TE=_ Steel Stud,Gr.33• 318" 0.0451'(18 Ga.) - ® D—liutlen: Q1—a W' P or 410 S.S.) steel,A38' 3f8' 0.050" -A 3. f = 'MIN.OF3 -p � GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=0.55) oils, 1311)' THREADS T •. F ((/ 1070 TECHNOLOGY DRIVE nBe:. Dane #12SMS Aluminum 60w-T5• 3/8' DAM' BEYOND THE ii��s••••[ORIUi;.•••G, N VENICE,F7.34276 (steel,le-B s,s, METAL �`S�ONA4 E?�`� ���o�7�Mmg�a� HORIZONTAL ROLLER-NI 05/15R15 or 410 S.S.) Steel Stud,Gr.33' 3/8' 0.050" SUBSTRATE. 7v7/f ll tl llltt Pxiilrra rrEssaveo Sed"/N°deh Scale: Shot Droafng No. Raw. Steel,A36' 318' 0.050° A.LYNN MN.ER,PE CERT.OF AIITH.02M6 HR-5410 NTS 2 OF 15 MD-HR5410-01 I B P.EJt 56705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANDHORTYPE, INSTALLATION 21 OROOR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 SEE INSTALLATION NOTES SHEETZ BUCK3TRIP INTO.SHEETTE/CMU. OPTION 1 DISTANCE PER SUBSTRATE. ANCHORED THROUGH (SEE SHEETS ALL SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL TYPICAL FOR ALL FRAME INTO 2X WOOD "XO"OR'OX'SASH 1/4'MAX SHIM )+ !II EMBEDMENT i6 29 FRAME OR BUCKSTRIP. 1/4"MAX SHIM 19 16 30 SEE NOTE 2,SHEET 2. 13 28 OPERABLE L EMBEDMENT 20 40 EDGE FLANGE OR#12 s(G5),SEE f� SASH Q f—'-1 FRAME SMS(G5),SEE L—l- 37-39 -L_I DISTANCE SHOWN TABLE 2,SHEET 2- 2 28 1/4-MAX SHIM ❑ FDDB7 41 •�, I Q TYP.ANCHOR TYPE, 2ED rI 93 �7 LITE NIBBLE V EDG DMENTAND EPER �� ❑aU o l(= LIGHT WIDTH ff�� SUBSTRATE.SEE lu' TABLE 2,SHEET 2 73 o 65 87 a• I•-1 DAOE APPROVED MULLION.FBC COMPLIANT 42 U I VISIBLE �a 29 ALUMINUWSTEELFRAMING FLANGE LIGHT WIDTH EXTERIOR OR STEEL STUD.MAY BE FRAE 73 74 1�1 4 EQUAL M FD(ED 24 OR 26 O Z6 V _ LEG VISIBLE VERTICAL OR HORIZONTAL SHOWN , LIGHT LITE SEE SUBSTRATE PROPERTIES. SHEETS 6-8)TYPICAL FOR A FRAME (1)AT MID-SPAN OF INTERLOCK HEIGHT TABLE 2,SHEET 2 'XO"OR"OX CORRNENE"FIXED MEETING RAIL SHOWN 43 FROM EACH SASH BUCK WIDTH CORNER AND(1)AT CENTER OF HORIZONTAL SECTION A-A(OX) 22 RO SASH STILESIRAILS 29 BUCK J 30 1g 19 18 (SEE SHEETS 7-8)TYPICAL e HEIGHT EXTERIOR T 28 OPERA13 F 40 20 OPERABLE FOR ALL'XOX"SASH o + - o 43 SASH VISIBLE ll �i SASH 37�9 j 21 ROOR 23 LIGHT OPERABLE �I (SEE SHEETS 6-8) HEIGHT SASH I 28 j� �I TYPICAL FOR �� !� Q��.i 41 L Q �� ALL SASH — I FIXEDXED I VISIBLE o LITE o VISIBLE 45 45 47 LIGHT WIDTH I �(� LIGHT WIDTH 81 P9 FLANGE I -- L- FRAME j`—� o oD WEEP ppT, 29 15 SHOWN 87 NOTCHES 80 OO �� I 73 42 EXTERIOR, U 3l4"X1/4" 34 OR 26 26 VISIBLE (•y- 1.1/4'X114" LIGHTWIDTH 14 4 2 4 (SEE SHEETS 6-8)TYPICAL FOR L 7(OX'FU(EO MEETING RAIL BUCK WIDTH 33 1WMAX EQUAL-LED PROEDPU1CyT REVISE Florida �SHIM HORIZONTAL SECTION E-E(XOX) FRAME BWIdIng Code with INSTALLATION AS PER SECTION A-A ABOVE SHOWN NOA-No. 17-0411.09 EQUAL LEG I I I I I I I T FRAME SHOWN •• •:' Expiration Date 09/24/2020 �\% �yl( YAf* rZ� Revised W. Dote: Rwlrko; INSTALLATION EMBEDMENT �`��?Q'�10ENSLc �l�,! JR 03l27/17 DgGANGES THSSHEET, BY OPTION 2 ;F� R,w Sr. D,t. Miam1 a roduc�tro� ANCHOREDTHROUGH * No.68705 FRAME DIRECTLY INTO •°• _ = X*I CONCRETE/CMU. Of°"'� EDGE _•O ® Darer(Pt1on- TYP,ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS �?� , 3I/� ::•�` FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWStcI EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) %.p AT D tV 1070 TECHNOLOGY DRIVE DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH l2-41l4" �i�ls '• ORIDP.•'�C'� N.VENICE,FL34276 SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT-7-1/4' � 5/ N .` ( }48046W HORIZONTAL ROLLER-NI 05/15/15 G♦ 941 CEPYMo1T9=7PGTNDus'mEH,NG 1111 I I I I I I Po Serles/ModeL• Soolc Shee6 Droaing No. Ter^. A.LYNN MILLER,P.E cERT of AUTH#z9zes HR-5410 NTS 3 OF 15 MD-HR5410-01 B P.E.A 68705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INT02X OPTINSTALLATION OPTION 5 ANCHORED THI ouc H FRAME ' SEE SHEETS 8 8) WOOD FRAME OR BUCKSTRIP.SEE SEE INSTALLATION NOTES SHEEP 2 NOTE 2,SHEET2. ANCHORED THROUGH INTOINTO METAL(INTEGRAL TYPICAL FCRALL EMBEDMENT INTEGRAL FIN INTO 2X -I.... EMBEDMENT FINIFLANGE REMOVED) "XO"OR"OX"SASH WOOD FRAME OR BUCK a 16 29 • STRIRSEENOTE2, EDGE 1/4'MAX.SHIM 19 16 30 2g EDGE SHEET 2. DISTANCE 13 20 40 OPERABLE DISTANCE J-CHANNEL #100R#12STEEL SASH o FRAME SHOWN 0 1 SMS(G5),SEE 37-39 - - 1 TABLE 2,SHEET 2 a O 1 28 TYRANCHORTYPE, ^^ EDGED D 1 114'MAX SHIM FIXED 41 Q_ - ,L SUBSTRAE,SDISTANCE PER CITE VISIBLE SUBSTRATE,SEE TYP-ANCHORTYPE, FIN ANDlOR LIGHT WIDTH TABLE 2,SHEET 2. EMBEDMENT AND EDGE FLANGE PAY BE I (SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD 73 SEE TABLE 3,SHEET 2 (� o �� 85 87 FRFIN AME a 13 I �Q '�—� DADE APPROVED MULLION, D VISIBLE 42 EXTERIOR p SHOWN 29 FBCCOMPLUVR 73 LIGHT WIDTH 14 3 ALUMINUM/STEEL FRAMING 24 O 25 O 26 OR STEEL STUD.MAYBE VISIBLE FU0=0 VERTICAL OR HORVANTAL. (SEE SHEETS 6-e)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, 'XO"OR"OX'FIXED MEETING RAIL INSTALLATION HEIGHT TABLES 2 8 3,SHEET 2. BUCK WIDTH HORIZONTAL SECTION C-C(OX) 22 o OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 28 29 30. 16 19 16 ALL'XOX" (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH HEM. _ o SASH - o SASH o #10 OR 912 STEEL VISIBLE r„ 37� �i SMS E 2,SEE l� 21 OR&R 23 LIGHT OPERABLE a � r I 0 TABLE 2,SHEET 2. (SEE SHEETS 6-8) HEIGHT SASH ,7'•' •II 28 �I TYPICAL FOR ❑ _�('' I I �_ 41 - ALL SASH 16 I VISIBLE _o FIXED Q _ VISIBLE 88 � � 47 41GHT WIDTH Iff' _ j LIGHT WIDTH OPT. =_�7 C_ FIN WEEP 80 81 FRAME 87 NOTCHES29 SHOWN 29 D -- 42�_I Q . 3/4W' .. OO 26 '1 LIGHTIWIDTH 73 14 �l, R oHANNEL 1-' X 1/4- 3 (SEE SHEETS 6-B)TYPICAL FOR ALL v 1 FRAME 15 "XOX"FIXED MEETING RAIL SHOWN 33 ❑ BUCK WIDTH 3 11a•MAX PRODUCT REVISED HORIZONTAL SECTION F-F(XOX) p ylag with the Florida p SHIM (1)ATMID-SPANOF.INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE Bulldln®Code FIN FRAME 43 (1)3.1/2'FROM EACH SASH 17A411.09 SHOWN CORNER AND(1)AT CENTER OF \ Q , vfsed pole; Revlelon. Expiration Date09124/2020 SASH STILES,RAILS � N.....NN,�/�., Ro W..JR 03/27/17 NO CHANGES THISSMEEr. TY P.ANCHOR TYPE. ` �.• � ,•. EMBEDMENT AND �ICF1dS By EDGE DISTANCE PER EDGE DISTANCE Q,% •'.• - Revised pT: OvW: Revision. Mlaml-Dad roduct Con rol SUBSTRATE,SEE SEE No.58705 TABLE 3,SHEET 2 —...I EMBEDMENT -p a�� ® DesalPpon: VISIBLE LIGHT FORMULAS 7a J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI 1 INSTALLATION OPTION 5 VERTICAL (EQUAL-CITE,XO&OX2 :�-� F tV�� 10T0 TECHNOLOGY DRIVE li0ar poi I ANCHOREDTHROUGH INTEGRAL FIN SECTIOND-D '.,� '•.�ORIOP.•''�C�� N•VENICE,FL3427S I INTOzx WOOD FRAME OR BUCK- WIDTH:BUCK WIDTH/2-41/4' �/�S/ONAL�NG� (�l)4W-D�3T �nc HORIZONTAL ROLLER-NI 05/15/15 STRIP.BEE NOTE 2,SHEET 2 HEIGHT:BUCK HEIGHT-7-114' v P`1 ' 11111T11 ui Series/Modek Seafe: Shoot: DmwL�g No. Rev: A LYNN MILLER,P.E. CERT.OFA—029M HR-5410 NTS 4 OF 15 MD-HR5410-01 B P.E.tk 55705 I I SILICONE STRUCTURAL PbLYISOBUTYLENE 114'NOM, Wall DESICCANT EXT.GLASS oKODISPACE 4SG TPS 3f4"NOM. 314"NOM. 11Z NOKGLASS INT.GLASS 1/8'A GLASS I/9'T GLASS BITE Typ. 112'AIRSPACE— I/Z'AIR SPACE 73 74 EXTERIOR SILICONE 1/8*A GLASS---\ Ile T GLASS STRUCTURAL HOT-MELT BUTYL —GI EXTERIOR — 28 SILICONE 3110'NOK <:3 EXTERIOR 29 75 FOAM WITH 29 DESICCANT SUPER EXT.GLASS SPACERS NXT T" 33 GLASS TYPE I GLASS TYPE 2 WT.CLASS TYP.GLAZING DETAIL ALUMINUM REINFORCEMENT 3/4'NOMI. 314'NOM. 61161 NUM. —I I REINFORCEMENT BLnyL& 6,16'NQ'M VIL— 'I DESICCANT 3/16"A GLASS 3/16'T GLASS — EXT.GLASS WAM ='AIR SPACE — FOAM DURASEAL'9 318'AIR SPACE—--\_\ WA GLASS 3116"T GLASS --N 0-§-P-ACER 3/ EOXCTMERIOR EXTERIOR INT.GLASS POLytSO- DESICCANT FILL AREA BUTYLENE 5116"NOM. SEAL SILICONE SEAL GLASS TYPE 3 GLASS TYPE 4 ROLL-FORMED STAINLESS STEEL XL EDGET" PRODUCT REVISED GLAZING NOTES. as camp with the Florida EXT.GLASS (9SPACER "A!=ANNEALED Building M. `r=TEMPERED NOA-Mo. 17-0411.09 X LYMV ROK�d g4r- Oat. Expiration Data 09124/2020 IINT.GLASS • JR 03/27/17 Noc—s—HEET. By —19�Eyi Dow In z No.5S705 S Part 0 Description Material 76 Karnmeding 4SG'rPs spacer dy—stem See INS 10".�n'aqjjl ..* --:- GLAZING DETAILS R SOWSKJ 77 Quanex Super Spacer nXr with Hot Melt Butyl 1070 TECHNOLOGY DRIVE riffil. JR 78 Quanex Dumseal Spacer N.VENICE,FL 34275 — Materials (041�48�16W HORIZONTAL ROLLER WINDOW-NI 05/15/15 79 Cardlnal)L Edge Spacer COMOW020VT Sheet for REFERENCE TEST REPORTS:FFL-8T17,0968 8970 A-LYNN fALLER, P."53705 CERT.OFAUTH.92UN HR-5410 N7 MD-HR5410-01 B f' j TABLES: TABLE 6: TABLE 7: Index to All Design Pressure and Anchor Quantity Tables GiassTypes Design Ibsif forXOorOXWindows GD" 4pe Design bslft�for XO or OX Windows 1-4 8 ( ) 1-4 ) Relrit level Whrdow Buck Hdgh1 Reim Level WNtlOw Buek Height LbnSa Max. Maz. Glass Rdrd Lleslgn Pressure Arch Qusr48y Rl 30' 36, 48' 5C R2 30' 1 36• Wid7r Ibw Type Lem! 25-112' ;+65.0 -100.0 +65.0 -100.0 +65.0 •100.0 +65,0 -100.0 25.1/T +65.0 -130.0 +66.0 -130.0 +65.0 .130.0 +65.0Ta6# Pega# Ta13# Page# £e 0 3 9 78' -100.0 +860 -100,0 +650 -100.0 +65,0 -100.0 8 28' +65.0 -730.0 +65.0 -130.0 +85.0 -130.0 +85.0 -130.0 T5' 5V 1 2 7 6 14 9 36" 100.0 +65.0 -100.0 +660 -942 +65.0 •81.6 36, +65.0 -130.0 +05,0 -130.0 +85.0 -116.6 +65.0 -109.5XO 63° 3 10 7 15 10 42" AD0.0 465.0 -100,0 +65.0 -83.9 +65.0 72.4 42' +65.D -130.0 +65.0 -130.0 +65.0 -91.7 +65.or fide 1 6 6 13 9 48• -100.0 *85.0 -100.0 +15.0 -76.5 +65.0 -65.6 49' +85,0 -130.0 r65.0 -12B.q +85.0 $5.9 *660 7OX 7W 64" 2-4 2 T 6 14 e 31010 60' -100.0 +85.0 -100.o +65.0 •66.8 +56.6 -56.5 1W +65.0 -130,0 465.0 -114.a +65.0 •83.5 +65.0. 71-8 7T 4 11 8 18 10 75" +65.0 400.0 +65.0 54.9 .+60.3 ,-60.3 +60.0 -50.0 75• +65.0 -109.5 +65.0 -94.9 +65.0 -72g +65.0• �5.5• 1 t2(r 63• 1 1 3 1 B 7 17 11 •+85f--70 FOR GLASS TYPES 2-4 SEE TABLE 14 FORANCHORAGE )0x W 63' 2 4 3 9 7 18 12 SEE TABLE 13 FOR ANCHORAGE 4 12 8 1 19 1 13 C HEADER HEADER �- 4•MAX O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH zt FOR WINDOWS WITH Q 0 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 5ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTSSHOWN SASH CLUSTER DETAIL IN FIGURES APPLY TO ALL HEIGHT INFlGURESAPPLYTOALL HEIGHT FRAME TYPES& FRAME TYPES& CONFIGURATIONS) O CONFIGURATIONS) 21 21 4"MAX D.C. ---y ExIQ3108 SILL a SILL a M4-LA1CHORSTER DETAIL SASH WIDTH SASH WIDTH 4•M1AX O.C. -►� �. gJAM-B o MEETING RAIL MEETING RAIL p 2421 21� aAMeb" , PRODUCT REVISED 3-ANCHOR V Bo C`ogpl8 ng wIN the Florida CLUSTER DETAIL 1lII Ir/ Noet No.Code 17-0411.09 v111q 7/7 NOTES: Rcre3ed W. paW: ,bn; Expiration Date 09/2412020 1)USE THESE TABLES FOR ALL WINDOWS •t� •. RJ INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. `� :•• LICENSF•:�(�'� JR 03/27/17 NO CHANGES THI35HEET. By 8'MAX.D.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK ; ' - - Rwfaed fi,, Data. Redslan: INlam a Product Centro 4'MIN,O.C. HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE Z>A- NO•58705 FIGURE. _ tk 8)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT _ ® ob-igpee; proem By: AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN S t ONTHETABLE. �0 •, n 30 7 :'W DESIGN PRESSURE TABLES J ROSOWSKI 4)•1/4412-1/4•AND INDICATE THAT i�`�°•.;eCORIDP •ALL ��R� �T IC �342 2-ANCHOR rus: �e CLUSTER DETAIL TWIhIINiHE5DA5HWIDniCRANCEN�TiniEaoJANr '. IS `S�O/y ENG.�` (841�4eoi6DD HORIZONTAL ROLLER-NI 05/15/15 COLUMN.'CUSTOM'INDICATESTHATNO ''rNrIAlLlttt`v coPYAlydrromnrorllmusrni6srNa STANDARD SASH CONFIGURATIONS FALL WITHIN AufEG17%U N® S°ne°/Modeh Srola 3t+esL' Droring Na Rev THE RANGE A LYNN MILLER P.E. CERT OFAI tl2sz9s HR-5410 NTS 6 OF 15 MD-HR5410-01 B P.E.#58705 TABLE 8: TABLE 10: G�teT`l. seeh Design siftt forXOXWadows 1 y,�h Width } Gta t, Design Pressure(Ibse)forXO or OX Windows Roint Level OonSgureOen Retpe(in) Wmdow Suck Height Rak4.Level Window Buck Height R3 30" 36, 48' 54' 63. R3 30" air 48' S4' or 35.114" y=fa-Ya Ii,39f-11.391 +65.0 -10.0 .65.0 -100.0 +65.0 .100.0 465.0 1-1020 +65.0 -93-0 25- 2° +65.0 1-100.0 +65.0 =1019 +65.a -i-A -65.0 A00A -65.0 -1=0 12308-12-308 +65.0 100.0 +85.0 1•100.0 +ra5.0 -100.0 +65.0 -100.0 +65.0 -100.0 r� 28• +65.0 .100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 H.391-13,397 +65.0 -100.0 +aaa 400.0 +65.0 -B9.0 +65.0 77.9 +85.0 -69.5 38• +85.0 -000.0 +65.0 -100.0 +65.0 -100.0 +65,0 -100.0 +65.0 -85.4 45-118' _ t3.3�-t4.a83 _+6`5.0 -1010 +65.0 100A +65D -100.0 +65.0 -iDO.p +85,0 36.5 __ _ - m' 42' +85.0 -tODA +wgo; IDO; +65.0 •9t.7 +650 •824 +65A 74,1 y%-y 11,391-12.297 +65.0 .100.0 +55.0 -100.0 +65.0 4M6 +65,0 -72.2 +50.8 -69.D 48' +65.0 .1�.0 +65.0 -700.0 +85.0 .85.9 +65,0 72.0 +8D.9 4734' -Ys-y 12.298.16.558 +65.0 •100.0 +69.0 -f00.D +65.0 •87.2 +85.0 -74.9 +55,0 -65.8 ap• +66,0 -iW.O +a5.q -t00.0 +65.0 -83.6 +65.0 70.9 +58.7 .68.7 Custom 11.39t-12.Ot6 +85.0 -20Q.0 +650 -t00.0 +610 -a4.4 teas 71.8 +60.3 58.3 75' +b6,0 -100.0 r05.0 A4.9 +65.9 72.8 +62,8 -62.8 +50.0 -bQ.O 22.9i7-13,33T +65.0 /00.0 +65.0 100.0 +69.0 -Me +S5,0 71.6 +56.1 -56.1 SEE TABLE 15 FOR ANCHORAGE m y- -y t3.398-17.016 +65.0 -100.0 +65.0 -100.0 j+.M10 -74.6 4 +65,0 .72.0 +68,7 -58.7 Custom 11.397-13,397 +69.0 -700.0 +68.0 -96,9 9 +85,0 -68.a +65.9 -65.9 -� r • y_ _y 13.398-16.360 +65.0 1�,0 +85.0 -100.0 8 +65.0 -70.7 +57.6 57.8 HEADER y-}i-Jd 25.3fN-19.041 +65.0 •100.0 +65.0 -100.0 ,5 +65.0 71.8 +56.3 -56.3 T� y_+/i_y 17A41.19.110 +65.0 .100.0 +65.0 - 8 +61A -01A +52,5 -5Z6 y-Y,-y 19.1tt-24.641 +65.6 140.0 +05.0 -96,1 5 +fi5.0 •87l.2 +58.1 �6.727.641-32516 -SED -100.0 +05.0 -89.3 . 8 +81A -61.4 +52.5 5Z5 - SECTION DETAIL l Custom 32517-39.641 65+ A •1 00.0 +65.0 -91.3 +65,0 -74.8 +63.0 •Gi.0 +53.7 -53.7 FOR WINDOWS WITH 0 �' 120• y_,� •• •39,641 1+65.0 1400D a65.0 Q •she +s1.a •8L4 +6o,Q so.o LEVEL R3 REINFORCEMENT WINDOWWIDTH- SEE TABLE 17 FOR ANCHORAGE SASH "MIN.SASH SIZE= 2 (REINFORCEMENTS SHOWN TABLE 9: IN FIGURES APPLY TO ALL HEIGHT FRAME TYPES 8 Val.¢Pes sashk12-3308- Sash Design Pressure(lbstft2)f0f XOX Windows CONFIGURATIONS) 22 width Read Le e1 Conlgurat{mt (in) Window Buck Height R3 3p' 36• 48' 64' 63, 35-114' Y,-Y,-y 11.391 +me .100.0 +W.0 -100.0 +65.0 -100.0 +65.0 -100.0 +a60 •10mo 12.308 +65.0 .t00.0 +a5.0 -1im.0 +65.0 40" +65A -100.0 +650 Amey_h_y13.397 +65.0 -100.0 +65.0 -100.0 +66.0 -100Q +95.0 -100.0 +65.0 A7.94S1l8' .yi-Yr%a 14,683 +65.0 400.0 +65,0 -100.0 +65.0 •100.0 +69.0 -100.DF36.5. -1D0.0y-Yz-Y. iz207 +630 40D.0 +65,0 -100.0 -65.0 -100.0 +85.0 10D.0 -95.247.3t+i -f5.558 +65.0 -100,0 +$5.a .100.0 r850 -ta0a +$50 -100.0 -91.2Custom -12.016 +65.0 -1C0.0 +65,0 •100.0 +65.0 -100,0 +65.0 40D.0 •88.5SASH WIDTH 52-1/8' y-�-X -13.397 +6&0 400.0 +69A 100A +a5.0 -100.0 +M0 400.0 -87.5 'S y-}/y-}§ 13.398-17.016 +Me -1mit +65.0 -100,0 +650 -100.0 +85.0 -100.0 -84A MEETING RAIL Custom 11.391-13.397 +65.0 400.0 +65,0 .100.p +65.0 -100.0 +65.0 •84.8 77.0 60' y,Yi-y 13.399-16.360 +650 -10MO.0 +610 -100.0 +65.0 -100.01+65.0 •04.9 +65A -77.7 C7 C 25 '/a-Y,-Y. 15.361- 99,841 +65.0 -100.D +SSG -100.4 1+65.0 -100.0 1+65.0 •82.1 +65.0 757 22 22 Custom 11.291-13,397 +65.0 -103.0 .65.0 -100.0 +65.0 AiA +65.0 •86J3 +66.0 48.7 1 -JAMB SOWuOR 75' y-x-y 13.388-19.110 +85.0 .100.0 +65,0 .100.0 +65.0 -OT.3 +65.0 -8D.4 +63A -63.6 5 PRODUCT REVISED . -Y,-Y, 19.111-24,641 +65.0 -100.D +650 -500.0 +65.0 -94,t +65.11 -78.4 +843 -64.3 as complying with the Floddn Custom 17.641-19.307 +65.0 -100.0 +55,0 -M4 +65.0 462,E +6&0 76.8 -W,9 -60.9 NOA-Building Code Y. 111I i t t Hon-Ho. 47.0414.09 88" y-,4•y 1%3S8-24.360 +65.0 -100.0 +65.0 -97.4 +65.0 •87.8 +65.0 -74.2 +675 -57.5 1 y-}�-Jf 24.361-31.641 To;k#LiGLY1tNN EcplmtjonDate09/2412020v 77t ..... JR 3 NownDesTIsstEET +66.0 IMO 65.0 1010 +65.0 S5.0 +65.0 -09.9 +35.2 .-5ss y_ -y 29.641-32 515 +85.0 100.0 +65.0 -014 +859 82 8 +65.0 88.8 +52 7 62 7 �: BY Q•; •:tn�%^ nlwad By: Dow fi vwarn hltam� Product Contra! Y,-h-3S 32.516-39.641 +65.D -1nnn +65,0 -ina.0 +65.0 .81.4 +65.0 .65.6 +60.6 -550.5 N0.58705 lair Custom -39.641 +65.0 -Y00,0 +85.0 -30.4 +85.0 -11.4 +65.0 •65.0 +50,0 50.0 _�* .t�• SEE TABLE 18 FOR ANCHORAGE --O j(G 0-e fP6°K - Oman ay' MiN.sASHstzE= � 7� ��j��( �z DESIGN PRESSURE TABLES J ROSOWSKI NOTES: 3 STATE :���� 1070 TECHNOLOGY DRIVE R� i)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �^i l� •;�LORIDP-•``�C��� N.VENICE,FL34276 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. S .. N.VE ICE,OO HORIZONTAL ROLLER-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLF- �''.`S�O�AL CC+"RIWO2017Pon WOUSTF 0Fe,Q= 4)"1I4-it2-ftd'AND"213-113.1t3"1NDiCATETHATTHOSESTANDARDSASHCONFtC81RATiONSFALLV49THINTHESASHWfDTHRANGE rt+ttt tittit 5eriesj{Wdst 5cote: Sheet Drou,F h'o• Rer.• IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWITHN THE RANGE. A.LYNNMILLER,P.E. CERT.OF AUTR#2929B HR-5410 NTS 7 OF 15 MD-HR5410-01 B P,Eit 68705 Y ' TABLE 11: Glass Types Design IbsK forXO or OX Windows 2.4 9 ( I - - , RmDi Level window Suck He19M R4 36', 48' se 03' 72" 25.1fY +65.0 .130.0 +650 -130.0 +65.0 -130.0 +65.0 A30.0 +65.0 4310 IS 28" +650 .130.0 *650 .130.0 +65.0 .130.0 +65.0 .130.0 *65.0 -130.0 30" +65.0 .130.0 +65.0 .130.0 +85.0 130.0 +65.0 .130.0 +65,0 •123.3 42' +65.0 -130.0 +650 .130.0 +B5.0 -130.0 +65.0 -126.6 +65.0 -108.2 o 48" +6&0 -130.0 +650 .130.0 +65.0 •130.0 +650 .114.2 +85.0 -97.1 - 60" +65.0 -130.0 +65.0 -130.0 +85.0 -1126 +65.0 -96.1 +65.0 -61.7 HEADER 75' +65.0 -130.0 +650 •119.3 +65.0 -104.0 +65.0 A4.2 +85.0 •70.0 . SEE TABLE 16 FORANCHORAGE SECTION DETAIL TA13LE 12: FOR WINDOWS WITH O 23 Glass Types LEVEL R4 REINFORCEMENT 2-4 Sash Sash Design Pressum(lbsM)for XOX Windows (REINFORCEMENTS SHOWN SASH Width IN FIGURES APPLY TO ALL HEIGHT Relld letel ConbBuraOon RmVa(0) Window Buck HelIgM R4 FRAME TYPES& a 30' 3G 48• 54' 63' CONFIGURATIONS) 35.114' 16-13M. 11.391-11.391 +65A 430.0 -65.0 -130.0 .+65.0 430.0 +65.0 -130A +65.D -130.0 23 38' 12.308-12308 +650 43D.0 +65.0 -130.0 +85.0 -130.0 +Me -130.0 +85.0 -130.0 ' 457/8" 11.391-13.397 +65.0 -130.0 +65.0 -130.0 *65.0 -130.0 +65.0 -130.0 +85,0 430.0 13.398-14.6S3 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +650 -130.0 47-W4' Y4-%-X 11.391-122N +65.0 -130.0 +65.0 -130.D +65.0• -130.0 +65.0 -130.0 +65.0 428.9 SILL %-35-% 12298-16.558 +65.0 430.0 +65.0 -130.0 +65.0 430.0 +65.0 -130.0 +85.0 -127.7 Custom 11.391-12016 +65.0 430.0 +65.0 130.0 +65.0 -130.0 +65.0 -116.2 +65.0 -082 524/6' y}i-} 12011-13.397 +65.0 -130.0 +65.0 -130.0 +65.0 430.0 +650 -121.3 +85.0 -104-3 h 13.398-17.016 +&i0 -130.0 +65.0 1-130.0 1+65.0 -130.0 +65.0 -130.0 +65.0 -118.7 SASH WIDTH Custom 11.391-13.397 +65.0 -130.0 +65.0 -130.0 +65.0 -120.4 +65.0 -104.8 +65.0 -86.2 o Y-}5-y 13.398-15.360 +65.0 -130.0 +68.0 -130.0 +65.0 -127.2 +65.0 -108.2 +6i0 •89.2 3j-%-1/i 115.361-19.641 +65.0 -130.0 +65.0 130.0 +65.0 -130.0 +650 -116.4 +65.0 -98.5 Q MEETING RAIL C.t. 111.391-13.397 -165.0 -119.7 +65.0 28.8 +65.0 -04.4 +65.0 -868 +65.0 -75-2 26 13.398•19.110 +65.0 -13D.D +65.0 -121.2 +65.0 -1022 +65.0 -91.7 +65.0 -79.3 - e r/n-M-+fa 19.111-24.641 +85.0 430.0 +65.0 -130.D +05.0 .121.1 +65,p -105.2 +65.0 -86.4 23 23 Custom 17.641-19.397 +55.0 -100.0 +65.0 4m.4 +65.0 �2.8 +6&0 -76.6 +H0' -67.3- JAMB ocrEnnR n o 86' Y-%-y 19,388-24.380 +650 -108.9 *85,0 -97.4 *65.0 -07.8 +65.0 -00.2 +85,0 -70.4 X-y-)y. 21.361-31.641 +me -130.0 *65.0 -1242 +BSA -103.8 +65.0 -927 +85.0 -77.3 .. 28.841-32515 +65.0 -100.0 +65.0 -80.4 +85.0 .82.5 +85.075.8 +65.0' •67.3' 325IS-39..1 +65.0 -111.0 •+Bg.O -103.0 +65.0 -90.8 +650 -834 +65.0 -70.7 140" Custom - -38.641 +85.0 -100.0 +g5.0 50.4 +65.0 4128 *65.0 •75,6 +65.0' •67.3' PRODUCT REVISED +651-70 FOR GLASS TYPES 2&4 SEE TABLE 19 FOR ANCHORAGE as complying with the Ffodda ••MIN.SASH SIZE=WINDOW WIDTH-60.72 - .. Building code 2 NOA-No. 17-0411.09 1111I I I Il r11 Expiration Dato 09/2412020 N.......N,�7ri' Rawtsed Byr Dots RNa OCHn�NGES 1HI95HEET. .• 13 ucENSF•/��(f� JR 03/27/17 kj a-}pad .oaaoc conaoi . - J •, RaNsed By. Date: 1 Revbfon: *: No.58705 =moo DESIGN PRESSURE TABLES J R050WSKI NOTES: T ��'� F !(1. 107D TECHNOLOGY DRIVE RUc ream: ' 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ��S'•.-<ORIOP•.•; ��`� N.VENICE,FL 34275 sjFORasIZESNOTisHowNROUNDU ARE BUCK PTTMOAT}�1ENEMAVAILABLEIMD ORHEIGH BUCK HEIGHT(SEE SHEETS 3-4). TOMINSIONSHOWNONTH PER THE ETABLE, iS�OJVA( G P41}4eo-1666 HORIZONTAL ROLLER-NI 05/15/15 4)'1/4-112-1/4'AND-1/3-1/3-113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE 1j11111111111111 covrruarro GH rarwmismv�,we NLPo raw® $eAos/Madel: Seolo: Short Dmwirtg No. Rar. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE A.LYNN MILLER P.E. cERr.OFAU7H S2s�s HR-5410 NTS 8 OF 15 MD-HR5410-01 B PE.Y68705 ' I i TABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 1-4 . Sash Spacing for"integral- Group E Group F 30"Height 36'Height 48'Height, 54"Heigh[2+C2+2 eight 36°Height 48'Height 54'Height Width a Fin"Installation 2S' 4" ReInL Level an) Head E Head E Head � Head d Head E Head Head $S11 8 Sill •m &sill 8 Sillll &S111 ' &SIII n &SIII R1 Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED as complying with the Florida 25-1/2' 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Building Code r 28" 13.397 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+02+1 +1 2 1+C2+1 3 1+C2+1 3 t+C2+1 3 FOR OX WINDOWS(XO SIMILAR)`. Noa te. 17-D4I�.o9 , ANCHOR QUANTITY Expiration Data 09124/2020 I x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 1 , 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PERJAMB m 42' 20.397 1+C2+1 2 1+C2+1 3gl+C2+1 1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 By j HEAD AND SILL ANCHOR QUANTITY: dam!-P�de Product Contm j( 48" 23.397 1+C2+1 2 1+C2+1 31+C2+1 1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ())ANCHORS ATTHE FIXED SEC DON 60" 29.397 2+CZ+2 2 2+02+2 32+C2+2 2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 +ACLUSTEROr(3)ANCHORSCENTEREDATTHEMEETINGRAIL+(2)ANCHORS AT THE SASHADDED NOTE TO ANCHOR 75" 38.897 2+C2+2 2 2+C2+2 32+C2+2 2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL r QTY-TABLES. Anchor Group B Anchor Group 0 . 1 25-112' 12.147 1+C2+1 2 1+132+1 31 1+C2+1 31 1+C2+1 31 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET Lj N Y m t SEE ELEVATION,SHEET 1 ? CQ � 28" 13.397 t+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+CZ+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 tr> "aa SEE CLUSTER DETAILS,SHEET 6 W 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 > 3 o O O u i m' 42' 20.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+i 3 SE ELEVATION, o o •°I"a O o 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE 0 X SHEETI }n g N X Lo i _ _ CD Cj I-.w 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+ +2 3 2+C2+2 3 ELEVATION, ^rFn a = 75' 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2t2 3 2+C2#2 3 SHEET 1 MEETING RAIL z SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL TABLE 14: W U ro = W _ FOR XOX WINDOWS: W z Glass Types Anchor Quantities for XO or OX Windows o{11* a M 27 s40 y ANCHOR QUANTITY �>r Y m 1 �PER JAMB o "y d 1-4 Sash 30"Height 36"Height 48'Height 54'Height 30'Height 36"Height 48'Height 5V Height Z" Qi F !Y t2 Width Nead Head Head Head Head Head Head Head + HEAD AND SILLANCHOR QUANTITY: W .O n E E E 1 C3+2+C3+1 4 1 ANCHOR ATTHE SASH J Reint Level C<) &Sill m &Sill 0 &Sill m &SIII m &Sill m &Sill m .&SIII f0 &Sib () 0) > -° -, '� -'i '� +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL f-' O R2 - Anchor Group A Anchor Group C +(2)ANCHORS AT THE FD(ED SECTION Z 0' Ii84s +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL ® ¢ J in 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR ATTHE SASH Q ~ TOTAL OF 10 ANCHORS ATTHE HEAD AND 10 ANCHORS AT THE SILL H Z 28' 13.397 1+C2+1 . 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Z 36" 17.397 t+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 p O o SEE ELEVATION,SHEET 1 S m' 42" 20.397 Not Allowed 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 r SEE F1EVanoN,SHEET 1rr C3 LO 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ►I (� SEE ELEVATION,SHEET O a = _ 2 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75- 36.897 2+C2+2 2T 2+C2+2 3 2+C2+2 131 2+C2+2 3 - SEE ELEVATION, ``IT111 Ilrtrrr Anchor Group B Anchor Group D / X / O X sHEET 1 `��`�Cit,1Y LYNIN 25 1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, :��:'' UCENS ��( '. 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHEET 1 , MEETING RAIL SEE CLUSTER Q P DETAILS, =74•, No.58705 36" 17.397 1+02+1 2 1+C2+1 31 1+C2+1 3 1+432+1 3 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 SHEETS _ A REPEAT ANCHOR PATTERN AT SILL _-O fj 42' 20.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1. 3 1+C2+1 3 1+C2+1 3 (/(�O m ;0•• S 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 �2+C-2+�2 3 1+C2+1 3 )FRAME DIMENSIONS ARE aucK WIDTH •°� Max.AnClIOf O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). '!ems '•:C........ j 60' 29.397 2+C2+2 2'2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 3 2+C2+2 3 Spacing for"Integral- Group F SASH SIZE IS AS PER THE FIGURES ONO75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 3 2+C2+2 3 Fin"Installation �E�s�' ��,�rNAL1 Iv�� SEE TABLE 7 FOR DESIGN PRESSURE 4" 2)FOR SIZES NOT SHOWN.ROUND HEIGHT TO THE NEXT AVAILABLE WIDTH OR HEIGHT A LYNN MILLER RE MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN Oil THE TABLE P.E.#58705 i TABLE 15: Glass Types Anchor Quantities forXO or OX Windows Max.AnchorO.C. 1 4 Sash Spacing for"Integral- 30"Height 36'Height 48"Helght Se Height 63"Height 30"Height 36"Height 48"Height 54"Height 63"Height Fin"Installation Width Head Head a Head Head Head Head Head HeadIII Head Head E Anchor Anchor Reinf.Level Gn) Sill a &Sill f0 &Sill &Sill &Sill m &Sill �° &Sill m &Sill &Sill m &Sill m Group E Group F R3 -> P P Anchor Group A Anchor Group C 2.5" 4" PRODUCT REVISED as complying with the Florida 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 14 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Building Code NOTES: NOA-No. 17-0411.09 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1' 4 1+C2+1 4 1+C3+1 4 1+C2+1 21 1+C2+1 13 1+C2+1 4 1+C2+1 4 1+C2+1 4 1)FRAME DIMENSIONS ARE SUCK 36' 17.397' 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 WIDTH AND BUCK HEIGHT(SEE Expiration Date 09/2412020 Y SHEETS 3-4).SASH SIZE IS AS PER THE D 42 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+i 4 1+C2+1 4 FIGURES ON SHEETS6s. Dy m Mlam DPa.Product Control c 48" 23.397 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+102+1 4 1+C2+1 21 1+C2+1 13 I+C2+1 4 1+C2+1 4 1+C2+1 4 2)FOR SIZES NOT SHOWN.ROUND UP g 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TO THE NEXT AVAILABLE WIDTH OR m HEIGHT DIMENSION SHOWN ON THE ADDED NOTE TO ANCHOR 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 d 2+C2+2 4 TABLE CITY.TABLES. Anchor Group B Anchor Group D 3)SEE SHEET 9 FOR A GUIDE TO USING 25-112" 12,147 1+C2+1 2 1+C2+1 131 1+C2+1 4 1+02+1 41 1+C2+1 4 1+C2+1 2 1+C2+1' 3 1+C2+1 4 1+C2+1 141 1+C2+1 4 THESE TABLES. ci .- 28' 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 4)'114-W-1J4'AND"1/3-113.113- Ln Na 3fi" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2t1 '3 1+C2+1 4 1+C2+1 4 1+C2+1 4 INOICATETHATTHOSESTANDARD � r- . y, SASH CONFIGURATIONS FALL WITHIN W Lo O O 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2t1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 THE SASH WIDTH RANGE IN THE ? N O r4 �j m ADJACENT COLUMN.'CUSTOM' O p a1 O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 INDICATES THAT NO STANDARD SASH vJ z (Y CONFIGURATIONS FALL WITHIN THE C9 N F —� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 RANGE O't a n R = 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z LL m N "•vD n SEE TABLE 10 FOR DESIGN PRESSURE = TABLE 16: U C)d r J _ Glass Types Max.Anchor O.C. r Z? a' J eraa Anchor Quantities for XO or OX Windows o w^ } m Z Ln Spacing for > 2-4 Sash 30"Height 36"Height 48"Height 54"Height 63"Height 1 72"Height 30"Height 1 36"HelgM 48"Height 54"Height 63"Height 72"Height "Integral-Fin" z a' F' W U- Width Head Head Head E Head Head Head E Head Head E Head E Head Head Head E - � Oo Reinf.Level (n) &Sill a Sill &Sill 4 &Sill &Sill ' a Sill D, &Sill &Sill In &Sill ' &Sill &Sill &SIB Anchor Group F Anchor Group A Anchor Group C 25-1/2" 12.147 1+C2+1 2 1+02+1 3 1+02+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 # ¢ Ems•' _ C7 Z 2W 13.397 1+C2+1 2 '1+02+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 15 1+C4+1 5 c a EN Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+04+1 5 1+C4+1 5 o Q O O Co42" 20.397 NOtAliowed 1+C2+1 2 A+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 (=j 48" 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+134+1 4 1+134+1 5 1+C4+1 5 Q _ 60" 29.397 2+C2+2 2 2+C3+2 3 2+04+2 4 2+04+2 4 2+C4+2 51 2+C4+2 5 arlu �sa0 Cava I 75" 36.897 2+C2+2 121 2+C3+2 131 2+C4+2 141 2+C4+2 4 2+C4+2 51 2+C4+2 15 `vvvl 77,E � Anchor Group B Anchor Group D `��`NQNY.�YNN,y7j%,� 251/2" 12147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Q?, �tc�SF•.l�F; i v 28" 13.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3I 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 * No,58705 •� I 36" 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 34 1+C4+1 4 1+04+1 5 1+C4+1 5 m' 42' 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 34 1+C4+1 4 1+C4+1 5 1+C4+1 5 � S . 4W 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C3+1 34 1+C4+1 4 1+C4+1 5 1+C4+1 5 80" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+04+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 34 2+C4+2 4 2+C4+2 5 2+C4+2 5 7,r77NALiE`�vv 75" 36.897 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+04+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 34 2+C4+2 4 2+C4+2 5 2+C4+2 5 SEE TABLE 11 FOR DESIGN PRESSURE A LYNN MILLER,P.E. I MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. P.EA59705 IIl{ 3 TABLE IT: Anchor Quantities for XOX Windows l9ass Type f Sash 24'Height 30'Hotgnt 36•Hotght 49'Height 54`Hecht 63'Height W Haight 3T Height 38'Height 48•Height 54•Height 6r Height Beall width Configuration a a a ihtinf.C.etel Range G") Head&SIII � Head 8 Sltl � Head 8 SW � Head&Sill � Hood&SIII � Head&Slll � Head&S01 � Heed 8 Sill � Head&Sill � Head 8 Sill � Head$Sill � Head&SIO R (PRODUCT REVISED R3, ' Amchor GroupC ' y But�nOplYingowlth the Florldm Anchor Group A Codd 35.1/4° Ys-' -�, 11.39t-11.391 1+C2+ 1.09 O+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C2+O+C2+i 4 t+C2+p+C2+1-0 1+C2+0}C2+1 4 1+C2+O+C2+1 2 f+C2+G+G2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 t+C2+0+CZ+i 4 NO�io 'IT"044202 3g• - -J� 12.306.12308 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+# 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+03+0+C3+1 4 1 C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 41 Expiration Doty /24/2020 45.1t8" ,Y-%-% 11.39f-f3.W8 t+C2+0+C2+1 2 1+C2+O+CLr1 2 t+C2+0+C2+1 3 1+C3+O+C3+i 4 t+p+0+C3+t 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 t+C2+0+C2+i 3 t+p+0+C3+1 4 1+C3+O+p+1 4 1+C3+0+C3+1 4 Igy %-YrY3 13.328-14.683 1+C2+O+C2+1 2 1+C2+0+C2+! 2 1+C2*O+C2+1 3 1r0+0rp+t d 1+p+O+C3+1 d 1+p+0+C3+1 4 1+G2+GtC2+1 2#+C2+O+C2t1 2 1+C2t0+C2+!3 1+G3+O+C3+1 4 1+p+0+p+1 4 1+C3+O+C3+1 d tVBami-D Product Controt 47.3/4' y-Yi-% 11.391-12.297 1+C2+0+C2+1 2 1+C2+O+C2+1 2 f+C2+D+C2+1 31+C3+O+C3+1 4 1+p+0+C3+1 4 1+03+0+p+1 4 1+C2+O+C2+1 21+C2+O+C2+1 21+C2+0+C2+1 3 1+C3+0+C3+!4 1+C3+0+C3+1 4 1+p+0+C3+1 4 Ys-YtYa 52298-15.558 1tC2+0+C2+1 2 1+C2+D+C2r1 2 1+C2+¢+G2+1 3 1+G3+O+pt1 4 1+p+0+p+1 4 1+C3+6+C3+1 4 1+CG+WC2+1 2 1+C2+D+C2+1 2 1+C2+p+C2+1 3 1+C3+O+p+1 4 1+p+Orp+t 4 1+p+0+p+1 4 u ADDED NOTE TOANCHOR Custom 11.391-12At6 1+C2+2+•C2+f 2 1+t'x+2+C2+1 2 1+C2+2+G2+2 3 7+C2+1+GZ+i 4 1+C2+f+C2+1 4 1+C2ti+C2+1 d 1+C2+l+C2+!2 ttt';2+1+C2t! 2 1+C2+1tC2+1 3 1+C2+1rC2t1 4 1+C2+1+{ *1 4 1+C2+1+•C. +!A a QN•TABLES. 52-118" %,�-Yid 12017-13.397 1+C2+O+C2+1 2 i+C2+0+C2+1 2 1+p+0+p+1 3 1+q+0+C3+1 4 I+C3+0+C3+1 4 1+p+0+C3+1 4 i+C2+0+C2+1 2 1+C2+O+C2+1 2 1+p+0+p+1 3 1+C3+O+C3+1 4 1+p+0+C3+1 4 1+C3+O+p+1 4 m +�-jl-Ys 13.398-17.016 1+C2+O+C2+1 2 1+C2+OtC2+1 2 1+W+0+p+1 3 1+C3+0+p+1 A l+C3+O+C3+1 4 1+p+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 i+C3+0+C3+1 3 1+p+0+C3+1 4 t+p+O+p+1 4 1+C3+O+C3+1 4 to Y c Custom 11,321-13.397 /+C2+2+02+1 2 t+C2+2+C2+1 2 i+C2+2+C2+1 3 1+C2+2+C2+1 4 f+p+•2+C3+1 4 t+C3+l+p+t 4 1tC2+2+D2+1 2 1+ in C2+2rC2+1 2 1+C2+2+C2+1 3 ltC2+1+G2+1 4 1+p+1tq+1 4 1+C3t1+p+i 4 60' t/+-',17t-� 13.398-15.380 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2+CZ+1 3 t+p+2+pt1 4 1+p+1+p+1 4 t+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+CZ+1+C2+1 3 1+C3+1+GS+1 4 1+C3+1+p+1 4 t+q+1+C3+1 4 r h,� - h 15.361=19.841 1+C2+O+C2+i 2 1+C2+O+C2+1 2 1tp+0+C3+1 3 1+p+O+q+1 d 1+pt0+p+1 4 1+q+0+p+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 2 f+p+p+q+1 3 1+C3+O+p+1 4 1+p+0+p+1 4 1+p+0+q+1 4 '�p d 75 %-'h-'/e 17.141-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+CZ+2+C2t1 3 1+C2+2+C2+1 4 1+C3+2+03+1 4 1+p+2+03+1 4 1tC2+2+C2+1 2 1+G2+2+C2+1 2#+C2+2+G2+1 3 t+C2+1+G2+1 4 f+p+1+p+# 4 f+p+1+C3+!4 CI o ac aI 4 Yid-�-Ya 19.111-24.841 1+(x+p+C2+1 2 1+C3+O+C3+1 2 1+C3+0+C3+1 3 I+ptD+p+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 t+C3+OtC3+1 2 i+C3+O+C3+t 9 1+CS+O+C3+1 4 1+C4+0tC4+1 4 1tC4tO+GS+t 4 �.to ?w Ys-Ya_j/s 27.641-32.516 2+C2+2+C2+2 2 2+G2+2+C2+ 2 2+C2+2+C2+2 3 2+C3+2+C3+ 4 1+C3+2+p+1 4 1+p+2+C3+1 4 1+C2+2+C2N 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+#+C9+1 4 1+p+1+C3+1 4 1+C3+1+p+1 4 V` � X 9G Custom 32.5#7-39.641 2tC2+#G2+2 2 2+p+0+G3+2 2 2+p+O+p+2 3 2+p+0+p+ 4 2+p+0+pt 4 2+pt0+p+2 4 2tC2-t0+C2+2 2 2+p+O+p+ 2 2+C3+O+p+ 3 2+ptOtp+2 4 2+p+p+pt 4 2+C3+4+p+2 4 M re i20° t/s-tJs-'f3 -39.641 2+C2+2+02+2 2 3+C2+2+C2+ 2 2tL2+2+C2+3 3 2+p+Z+p+2 4 2tp+2+C3+2 4 2+p+2tp+ 4 2t(2+2;C2+ 2 2+C2+2-M+ 2 2+C2+2+C2t 3 2+C3+2+C3+ 4 2+G3+2tC3+ A 2+Ci+2+p+ 4 = m ®� e M Anchor Group B Anchor Group D U rWj CS i� V) c7 _ a 35.114' '�s-Ya-} 11.39!-11.391 t+C2+0+C2+1 2 t+C2+0+C2+i 2 1+C2t0+C2+1 3 1+C2+O+C2+1 d 1+C2+O+C2+1 4 1+C2+O+C2+1 d t+C2+O+C2+1 2 t+C2+O+G2+!2 t+C2+0+C2+1 3 1+C2+O+C2+1 4 1+G2+0+C2+# q f+C2+0+C2+t 4 0� ¢ znma 38' Ys-%-t/S 12.308-12.306 f+C2+O+C2+1 2 t+02+G+C2+f 2 1+G2+O+C2t1 3 1+C2+O+C2+!4 t+CZ+O+C2+1 4 t+p+0+C3+t 4 1tC2+O+C2+1 2 i+C2+0+G2+1 2 1+C2+0+C2t1 3 f+G2tO+G2+1 d 1+C2+0+C2+1 4 1+C3+p+C3+1 d o �, a Q . •� 45.1/8" %-Y Y. 11.391-13.397 1+C2+O+C2N 2 1+C2+O+C2+1 2 1+C2tD+C2+1 3 1+C3+OrC3+1 4 1+C3+0+C3+1 4 1+p+0+q+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D+02+1 3 1+p+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 2� V i— %-%-Y 13,398-14.683 1+C2+G+C2+1 2 t+(2+O+C2+1 2 1+(2+0+C2+1 3 i+p+0+q+1 4 itC3+o+p+t 4 1+C3+0+p+1 d 1+C2+O+C2ti 2 1+C2+p+C2+1 2 1+G2+O+C2+1 3 t+p+O+p+1 4 1+q+OtC3r1 4 1+p+Otp+!4 (ti J 1 s 11.39i-12.297 1+C2+0+C2+1 2 1+C2+0+C2+t 2 1+C2tD+C2+1 3 NC?+O+C3t1 4 1+Caf,0 C+!4 1+C3+0+C3t1 4 1+CZ+O+C2+1 2 1+C2+O+C2+1 2#+CL+O+C2+1 3 i+C3tG+q+1 4 1+ptt}+q+1 4 1+p+O+pt1 b rF- 0 d7.314' y- _f a-- Y3-%-'z 12298-15.558 1rC2+D+C2+1 2 1+C2+OtC2+1 2 itC2+01,C2+1 3 1+C3+0+C3+1 4 1+C3+O+G3+1 4 1+p+0+C3+1 4 t+C2+0+C2+1 2 t+C2+0+C2+i 2 1+C2+O+C2+1 3 1+C++OtC3+!4 1+C3+D+C3+1 4 1+p+0 p+1 4 ry z 7�VS v Custom 11.391-l2.016 1+C2+1+a4l 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C 2+1+C't2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 + � —I F- 52-1J8' }A-Yz-� #2,017-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+p+o+p+1 3 1+p+0+C3+1 4 t+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C2+0+C1+t 2 1+C2+O+G2+1 2 1+p+0+p+1 3 i+C3+0+G3+1 4 1+C3+O+C3+1 A 1tq+O+q+1 4 { F_ z . 13.399-17.01e 1+C2+D+C2+1 2 1+C„t+0+C2+1 2 1+C3+O+gt1 3 1+C3*O+C3r1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 7+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+C)+C3+1 3 1+C3+DtC3+1 4MI+C3C3+1 4 1+p+O+p+i 4 < Q O O Custom 11,391-13.397 1•+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+24C2+1 3 1+C2+1+C2+1 4 1+C3+t+C3+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 i+C2+2+C2+1 2 1+C2+2+(x+1 3 1+C2+1+C2+1 4cs+1 4 1+C3+1+C3+f 4 x r 60" J-34-yx 13.398-15.380 1+C2+1+{x+1 2 t+C2+2+C2+1 2 t+C+2+C2+1 31+C3+t+Ca+f 4 1+C3+1+p+1 d 1tp+#+C3+f 4 i+C2+1+C2+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4C3+!4 1+C3+1+C3+i 4 w 015.36119.641 1+C2+D+C2+1 2 l+C2+O+C2+1 2 t+C3+0+C3+1 3 i+C3+0+C3+1 4 i+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 t+C3+D+p+1 3 1+C3+O+pM 4 +p+#4 1+C3+0+C3+1 4 v17.141-19.110 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+1+C3+1 4 1+p+1+p+t 4 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4C3+f 4 1+q+1+p+1 A 7s19.11!-24.6t1 i+C2+0+C2+i 2 1+C3+O+p+1 2 i+p+0+C3+1 3 1+p+0+p+1 4 i+C4+0+C4+1 4 1+C4rO+CA+1 4 t+C1+O+C2+t 2 i+pt0+p+1 2 t+C3+0+C3+1 3 1+C3+O+C3+t 4C4+1 4 1+CA+O+C4+1 4f-Ys_Y 27841-32.516 2+C2+2+C2+2 2 2+C2+2+C2+2 2 1+C2+2+C2+2 3 1+C3+2+C3+1 4 1+C3+f+C3+!4 1+p+irp+1 4 1+C2+2+C2+1 2 I+C2+2+C2+1 2#+C2+2+C2+1 3 t+C3+1+C3+1 4C3t1 4#+p+1+p+1 4 >> �1`{Z}NAt jf,/1 Custom 32.517-39.641 2+C2+O+C2+22 2+p+Otp+ 2 2+pO+C3+2 3 2+p+O+C3+2 4 2+C3+6+p+2 4 2+p+0+ 42+C2+D+C2+2 2 2+C3+O+p+2 2 2+C3+D+p+ 3 2+C3+O+C3+2 4 +C3+2 4 2+C3+p+p+2 4120° Ysusto/a -39.841 2tC•2+2+C2+2 2 2+C2+2tC�+ 2 2+C2+2+C2+2 3 2+C3+2+p+ 4 2+C3+2+C3+2 4 2+C3+2+p+ 4 2+C2+2+C 2+ 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+p+2tq+ 4C3+2 4 2tp+2+C3+2 4 .tom SEETABLE 8 FOR DESIGN PRESSURE ^•7O'. No,58705 ' "MIN.SASH SIZE 2 NOTES: Max.Anchor O.C. A nchorAnchor 1)-USE TABLES FOR ALL WINDOWS IN57ALLE0 THROUGH THE FRAME OR INTEGRALFIN. Q £y'A7E OF 2C1� i Group F 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. Spacing for"Integral. 3)FORSIZESNOTSHOWN,ROUNDUPTOTHENEXI•AVAILABLEWiDTHORHEIGHTDIMENSIONSHOWNONTHETABLE. ��5� '.°Lpg1DA,:= ��� Fin"Installation 4" 4)"1/4-1/2-1/4'AND"11$113.1/3"INDICATETHAT THOSE STANDARD SASHCONFIGURATIONSFALLW{THINTHESASHWIDTHRANGE StS G��� IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WTHIN THE RANGE. ////,�bAL t` ,1" S I A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WIT-(THE MWD.C.SPACING SHOWN ON THE ELEVATIONS. P.E.#68705 "I s ' TABLE 18: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Tye Anchor Quantities for XOX Windows 2 4 Sash Sash 24'Height 3O"Height as-Height I 4W Height I 54'Height 6Id gtlt 24•Haight 3W Height 36-Height 48-Height Se Height BT Height Wld h �Ot Lewl Congr'uratbn age(n) Head&Sin Head&S11 Head&Sit Head&Slil Head&Sli m He01 m Head&SID Head&S01 mHead&SBII'l bd 8 s01 Fkd Sin Head&SIII Anchor Group A Anchor Group C 35-V9 %-%-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+O�C2�1 2 1+C2+0+(2+1 3 1+C.NO+C2+1 4 HC2+O+C2+1 4 1+C2 +1 4 1+C2+6+C2+1 2 1+(F+O+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2-0+C2+1 4 PRODUCT REVISED 35" Y3-%-% 12.308-12.308 t+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+q+O+C2+1 4 1*C2+D+C2+1 4 1+C3 +1 4 1+C2+O+C2+1 2 t+C2+0+C2+1 2 t+C2+o+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 lding tn9 with th©Florida Budding Codey-+/a-y 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+OC2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C4 +1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+q+O+C3+1 4 1+C3+D+C3+1 4 1+C4+O+C4+1 4 NOANo. 17-0411.09 Y-�-Ya 13.388-14.683 1+C2+O+C2+1 2 1+C2+0+C2+i 2 1+C2+O+q+1 3 1rq+p+C3r1 4 1+p+p+p+t 41+C3 +1 4 1+(x+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2•1 3 1+q+p+C3+1 4 S+p+WC3+1 4 1+C3+O+q+1 4 E>q�imtlon Oato 09/24/2020 y-)4-Y 11.391-12.297 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 t+C3+0+C3+1 4 1+C3+0+grt 4 1+CA4+1 4 1+C2+O+C2+1 2 1+CZ+O+C2+1 2 1+q+0+C2+1 3 1+C3+O+C3+1 4 1+C3W+q+1 4 1+CA+D+CC+1 4 47J/4" BY Y-35-Ya2288-16.558 +C2+O+C2+12 1+C2+O+C2+1 2 1+C2+p+C2+1 3 1+C3+O+C3+1 4 1+C3+O+p+1 4 1+C3 +1 4 1*C2*O+C2+1 2 1+C2+O+C2+1 2 1+G2+O+C2+1 3 1+q+0+G7+1 4 1+p+0+C3+1 4 1+C3+O+q+1 4Miami-Q de Produet Control Custom 11.391-12.016 1+C2+0+CZ+1 2 1+C2+0+C2+1 2 1+CJ+0+p+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+G +1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+O+p+1 3 1+ca+OC3+1 4 1+C4+O+CA+1 4 1+04+0+04+1 452-IIW Y,-%-/ 12017-13.397 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+CA+0+C4+1 4 1+C44+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+O+C3+1 4 1+C4+O+C4+1 4 1+C4+D+C4+1 4 1&398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+D+C3+1 4 1+C4+O+C4+1 4 1+G44+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 1+q+O+C3+1 4 1+Gi*0+G1+1 4 1+G1+O+Cq+1 4m ADDEO NCustom11.91-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2r2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3 +1 4 1+Cx+2+C2+1 2 1+C2+2+C2M 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+pH 4 1+q+1+C3+1 4OTY.TAB60" y-�y 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3 +1 4 1+C2+1+CL+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+q+t+p+1 4 1+C3+1+p+1 4 %-%-'/a 15.361-19.641 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+O+C3+1 3 1+C4+D+C4-1 4 1+C4+0+C4+1 4 1+C4+0+04+1 4 1+C2+6+CZ+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+O+C4+1 4 1+C4+0+01+1 4 1+C4+0+CA+1 4 tj O Y m Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+CZ+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+03+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3r1 4 1+p+2+q+1 4 ? •„aa 75 y-%_y 13,388-19.110 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+Q+3+(�+1 3 1+C3+3+C3+1 4 1+q 3+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+CZ+t 2 1+Q+2+C2+1 3 S+C3+2+q+1 4 1+C3+2+C3+1 4 1+pr2+C3+1 4 w r r '/a-'Y,Y. 19.111-24.641 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 t+Ct+0+C4+1 4 1+C4+D+C4+1 4 1+C2+0+C2+1 2 1+C3+0+p+1 2 1+C3+0+p+1 3 1+C4+0+CA+1 4 1+C4-0+C4+1 4 1+C4+0+Gi+1 4 > N O U) C) Custom 17.641-18.397 f+C2+4+C2+t 2 1+C2+4+C2+1 2 1+C2+4+C2+1 3 i+q+4+C3+1 4 1+q+q+C3+1 4 1+q+3+C3+1 4 1+C2+3+C2+1 2 1+G2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+q+3+C3+1 4 1+p+2+q+1 4 o aim O r 96° y-y2-y 19.398-24.360 1+C213+C2+1 2 1+C2+4+CZ+1 2 1+C2+4+C2+1 3 1+CB+4+C3+1 4 1+C3+4+C3+1 4 1+C3+3+C3+1 4 1+C2+2+02+1 2 1+C2+3+C2+1 2 ltC2+3+C2+1 3 1+C3+3+C3+1 4 S+C3+3+C3+1 4 t+C3+2+C3+1 4 }ti a l0 %-y% 24.361-31.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C1+2 3 2+C3+3+C3r 4 1+q+2+C3+1 4 HC3+2+C3+1 4 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 1+C2+2+C2r1 3 1+C3+2+p+1 4 1+C3+2+C3+1 4 1+C3+2+q+1 4 L x y-y-y, 29.641.32515 2+02+4+C2+2 2 2+C2+4+C2+2 2 2+C2+4+C2+2 3 2+C3+4+p+2 4 2+C3+4+C3+ 4 2+C3+3+C3+2 4 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+C3+3+p+ 4 2+q+3+C3+ 4 2+C3+2+C3+ 4 -1 120 Mao %-%-Ya 32516-39.641 2+C2+3+C2+2 2 3+C2+4+C2+3 2 3+C2+4+C2+3 3 2+C3+4+p+ 4 2+C3+3+C3+2 4 2+03+2+C3r2 4 2+C2+2+C2+ 2 2+C2+3+CZ+2 2 2+CZ+3+C2+2 3 2+C3+3+C3+2 4 2+C3+2+C3+ 4 2+C3+2+C3+2 4 Z LL( c+o 140" Custom 39.641 +C2+4+C2+2 2 3+C2+4+C'1+3 2 2+C2+4+C2+3 3 2+C3+4+C3+ 4 2+C3+4+C3+ 4 2+C3+3+C3+2 4 2+C2+3+C2+ 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+3+C3+ 4 2+q+3+p+ 4 2+C3+2+p+2 4 U r)o ®� Cn u Anchor Group B Anchor Group D V,Z"D L=7¢ (� 'cN _7 0 cc 35-IW 34-Ya-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 S+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+p+C2+1 4 O 'y im Z 39, Y-3s-% 12.308-12308 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+p+0+C3+1 4 1+C2+O+C2+1 2 t+C2+0+C2+S 2 1+CZ+D+CZ+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C3+0+C3+1 4 Y Z m 00 y-X/+ 11.391-13.39T HC2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+0+CZ+1 3 t+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C1+1 4 1+CZ+O+C2+1 2 1+C2W+C2+1 2 1+C2+0+C2+1 3 1+C3+D+q+1 4 1+C3+0+C3+1 4 1+C4+D+C4+1 4 W O 45.118 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C3+D+q+1 4 O N 47.3f4° - 36-y-y 11.391-12197 1+C2+0+C2r1 21+C2+0+02+1 2 1+C2+0+C2+1 3 1+q+OrC3+1 4 1+C3+O+p+1 4 1+C4+0+C4+1 4 1+C2*6+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2M 3 1+q+0+q+1 4 1+p+0+q+1 41+C4+O+C4+1 4 c� Z iaav5 Y,-y-% 12298-15.558 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+CZ+O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+03+1 4 HC2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+G2+1 3 1+p+0+C3+1 4 1+C3+O+C3+1 4 t+p+0+q+1 4 ® 91 Q J (n Custom 11.391-12016 1+C2+O+N1+1 2 1+C2+6+C2+1 2 1+q+0+q+1 3 1+p+O+C3+1 4 1+C4+O+C4+1$1+C4+O+G1+7 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 Hq+0+C3+1 3 1+q+0+p+1 4 NC4+O+C4+1 4 1+Cp+O+CA+1 4 Cf Z 52-1l8' y-y-y 12017-13.397 1+C2+OrC2+1 2 1+C2+0+C2+1 2 1+C3+O+p+1 3 1+p+0+C3+1 4 1+G{+O+Gt+t 4 HC4+O+C4+7 4 1+C2+O+CG+1 2 1+C2+0+C2+1 2 1+C3+O+p+1 3 1+p+0+C3+1 4 1+CA+O+C4+1 4 1+C4+0•C4+1 4 ] Cf Z eloaS 3$-%% 1&398-17.016 1+C2+0+C2+1 2 1+C2+DrC2+1 2 1+p+p+p+1 3 1+C3+O+p+1 4 1+C4+O+C4+1 4 1+C4+O+CA+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+p+0+q+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 u- 0 O O 3 LL Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+p+2+C3+1 4 1+q+2+C3+1 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+C3+1 4 = tV r to 60, F. 13.398-15.360 1+C2+i+C2+1 21+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+1+C3+1 41+C3+1+C3+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+p+1+C3+1 4 1+C3+1+C3+1 4 1+p+1+C3+1 4 V 00 0 Z O %-3j-y 15.361-19.641 1+C2+0+C2+1 2 HC2+0+C2+1 2 1+C3+0+C3+1 3 1+CA+o+C4+1 4 1+C4+D+C4+1 4 1+C4+0+C4+1 4 1+C2+D+p+1 2 1+C2+0+C2+1 2 1+q+0+C30 3 1+G1+D+G4+1 4 1+04+0+C4+1 4 1+04+0+04+1 4 Q = _ Custom 15.391-13.397 1+02+2+CZ+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+L3+3+C3+1 4 t+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+q+3+C3+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 aD1 rosaO uuaS 75 3;-y 13.398-19.110 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+q+3+p+1 4 1+C3+2+C3N 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+p+1 4 1+C3+2+C3+1 4 t+C3+2+q+1 4 11 t 1 1 111E J7 i y-y 19.111-24.641 1+C2+0+C2+i 2 1+C3+D+C3+1 2 1+C3+0+C30 3 H04+0+04+1 4 1+C4+O+CA+1 4 1+C4+0+C4+1 4 1+C2+D+C2+1 2 1+C3+O+C3+1 2 1+C3+0+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+04+0+C4+1 4 � �1 Y LYN Craton 17.641-19.397 1+CZ+3+CZ+1 2 1+C2+3+C2+1 2 1+C2+3+M-1 3 Hq+3+q+1 4 1+C3+3+C3 i 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+p+1 4 1+p+2+C3+1 4 `�� �Q�,•..........4 gee y-X-y 12.398-24.360 1+C2+3+C2+1 2 HC2+3+C2+1 2 1+C2+3+C2+1 3 1+C9+3+C3+1 4 1+C3+3+C3+1 4 1+p+2+C3+1 4 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+p+2+C3+1 4 1+q+2+q+1 4 `��•.=• 1.ICENSF••,,(i i 24.361-31.641 1+C2+2+CZ+1 2 2+C2+2+C2+ 2 2+C2+3+C2+2 3 1+C3+2+C3+1 4 1+p*2+C3+1 4 HC3+2+C3+1 4 1+C1+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+03+2+C3+1 4 1+C3+1+q+1 4 - NO.58705 29.641-32.515 +C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+ 4 2+C3+3+C3* 4 2+p+2*C3+2 4 2+CZ+2*C2+2 V2+ +3+C2+ 2 2+C2+3+C2+2 S 2+q+3+q+ 4 2+C3+2+C3+2 4 2+p+2+p+ 4 `* •; *_ 120" h-h-% 32516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+C3+3+C3+ 4 2+C3+2+C3+2 4 2+p+2+C3+2 4 2+C2+2+C2+2 +2+C2+ 2 2+C2+3+C2+2 3 2+C3+2+p+ 4 2+C3+2+C3+2 4 2+C3+2+03+ 4 -D JJ _ 140' Custom -39.641 +3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+p+3+C3+ 4 2+C3+3+C3+ 4 2+C3+2+C3+2 4 2+C2+2+C2+2 +3+C2+ 2 2+C2+3+C2+ 3 2+p+3+p+2 4 2+C3+2+C3+2 4 2+C3+2+p+ 4 3J - �� SEE TABLE 9 FOR DESIGN PRESSURE ��.(� ST 77EE F (4�� NOTES: •-•jPCORIDP•.•• \��� 1)USETHESETABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Anchor Anchor WINDOW WIDTH-60.72 2)FRAME DIMENSIONS ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. �i77�NAL Max.Anchor O.C-Spacing for Cioup E Gmup F MIN.SASH SIZE= 2 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. togral-Fln"'Installation 2, 3 7° 4)'1!4-112-1/4e AND'113-1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE .A LYNN MILLER P.E IN THE ADJACENT COLUMN.'CUSTOM-INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.tP 68705 TABLE 19: •MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 2-4 Sash Sash 24•Height 30'HeJI M 36-Height 46"Height 54 He1gM 63-Height 24-Height 30'Height 38"Haight 48'Height 54•Height W-HeIght ConSash n Width Remt Lem Range(m) Head&SA Head&Bill Head&Sig Head&SIG Head&Sill m Head&SIR Head&Stu Head&Sig Head&SDI Head&S01 Head&SIR Head&Sit R4 Anchor Group A Anchor Group C 35.114' Y-y-% 11.391-11.391 1+C2+O+C2+1 2 i*C2+0+C2+1 2 1*C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+i 4 1+C2+0+C2+1 4 PRODUCT REVISED 38• Ys-y-X 12.308-12-308 1+C2+O+C2+1 2 1+C2+0+C2+i 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+9+C3+1 4 1+C3+O+C3+1 4 as complYlag with tho Florida 1+C2+0+C241 2 1+C2+0+C2«1 2 1ap+0+C3+1 3 I+C4+0+ Building Code 45-1/8' Y�-Y 11.391-13.39T _ C4*141+C4+O+C4+141+Gi+WC4+14 MUA-No. 77-0479.09 -Y,34 13.398-14.603 1+C2+0+C2a1 21+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 I-C3Q-p+1 4 1+C3+0+C3a1 4 NOA- o. Data0-0 11020 Ya_�y 11.391-12297 1+C2+0+C2+1 2 I+q+g+G3+1 2 1+q+0+C3+11 3 1+04+0+c4+1 4 1+C4+u+C4+1 4 1+C4+o+c4+1 4 a7a1a Ya-Ya-� 12296-15.558 1+C2+0+C2+1 21+C3+O+q*1 2 1+q+0+C3+1 3 1+C3+0+p+1 4 1*C3+O+q+i 4 t+p+0+p+1 4 BY Custom 11.391-12Ai6 - 1+C2+0+C2+1 2 14C3+0+C3+1 2 i+C3+D+p+! 3 1+C4+0+C4+1 4 1+C5+O+C5+1 4 1+C5+0+C5+7 4 Mlomt-0 o Product control 52.11W y_%-y 12.017-13,397 1+02+0+C2+1 2 l+CS+D+C3+1 2 t+q+D+C3«1 3 1+C6+O+CA+1 4 1+CS+o+cs+1 4 1+C5+D+C5+1 4 y-%-y 13.398-17.016 taC2+0+C2+1 21+C3+O+C3+1 21+C3+D+C3+1 3 i+C4+0+C4+1 41+C4+O+C4+1 4 1+04+0+04+1 4 ADDEDNOTETOANCHOR Custom 11.391-13.397 1+C2+2+C2+1 2 l+C2+2+C2+1 2 1+C9+2-C3+1 3 t+C4+2+C4+1 4 1+C4+2+Ci4+1 4 1+C4+2+C4+1 4 a QN•TABLES. m eG y-%-Y+ 13-398-1&360 NotAGowed 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+Ci+2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4«1 4 1+CA+2+C4+1 4 y-Ye-Ya 15.361-I9.841 1+C2+0+C2+1 2 I-C3+0«C3+1 2 1+C4+D+C4+1 3 1+C5+O+C5+1 4 1+C5+0+C5+1 4 1+C6+O+C5a1 4 CCD GUSA1m 11.391-13.397 1+C2+3+(�*1 2 1+C2+3*C2+1 2 i+C3+3+p+1 3 1+Cq+4+C4+1 4 1+C4+3aCrt+1 4 1+G1+3+C4+1 4 z C`J�j m 75' y-Yi-y 13.398-19.11D 1+C2+2+C2+1 2 1+C2+3+C2+1 2 14C8+3+C3+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1+C4+24C4+1 4 w nr Yn-)S-Ya 19.111-24.641 -" 1+C3+0+C3+1 2 1*C4+0+C4+1 2 1+Ci+o+C4+i 3 1+C5+0+C5+1 4 1+C5+O+CS+1 4 1+C5+0+C5+1 4 p Or O Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1*C3+4«C3+1 3 i+C4+4+C4+1 4 1+04+4+C4«1 4 1«C4+3+C4+1 4 Of j 5 O O 98' y-y-y 19.398-24.360 1+C2+3+C2+7 2 7+C2+3+C2+1 2 1+p+q+q+1 3 1+C4+4+G4+1 4 1*C4+3+C4+1 4 I+C4+3+C4+1 4 LD y-%-y 24.361-31.641 2+C2+2+C2+2 2 24C2+34C2+ 2 2+C3+3+C3+ 3 2aC4a3+C4+2 4 1+C4+2+C4+1 4 1+G7«2+C4+1 4 C7 C j O a n y-y-y 29.&41-32,515 2+C2+3+C2+2 2 24C2+4+C2+ 2 2+C3+4+q+ 3 2+C4+q+C4+2 4 2+C4+4+C4+ t42.+C4+34C4+ 4+3+Cq+ q Oco o tL co ,rg Z tL co 120" 2+C2+3+C2+ 2 2+C2+3+CZ+2 2 2+C3+4+C3+2 3 2+p+3+C4+2 4 2+C4+3+C4+ A+24C4+ 4 Z li m N c0 "'YO1O O y�-Ya 32518-39.641 14p" Custom 39.641 2+C2+3r(x+2 2 2+C2+4+C2+ 2 2+C3M+C3+2 3 2+pt+4+Ct+ 4 2+CA+3+CA+ 4 =W l Anchor Group B Anchor Group D DC.D 00 G if-1 F-z' —1 JMO 35.114' Ya-Yi-Yi 11.381-11.391 1+C2+0+C:2+1 2 1+C2+O+C2+! 2 i+C2+0+C2+1 3 7+C2ap+C2+7 4 1+C2+O+G2+1 4 1+C2ap+(x+i 4 1+C2+O+C2+1 2 i+C2+0+C2+1 2 7+C2+6+C2+1 3 1+C2+0+(x+t 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 n m z 38• Ya-%-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C240+02+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1aq+0+C3+1 4 1+C3+0+C3+1 4 i+C3+0+p+1 4 o Z a y-y-� 11291-13.397 1+C2+0+C2*1 2 1+C2+0+C2+1 2 t+C3+0+C3+1 3 1+04+0+C4+1 4 1+C4+0+C4+1 4 1+CA+O CA +Ci4+1 4 1+C2+0+C2+1 21+C2+0+C2+1 2 1+C3+0+C3+1 3 1+CA+D+ +1 4 1+C4+O+C4+1 4 1-04+0+04+t 4 T � I,LI 0 45-118' 0 )5-77a-Ys 13.308-14.683 1+C2+0+C2+1 2 1+C2+0.C2+1 2 1+C3+0+C3+! 3 t+C3+D+C3+1 4 i4p+0+p+1 4 i+C3+0+C3+1 4 1+C2+0+C2+1 2 i+C2+pK2+1 2 1+p+0+C3+1 3 1+03+0+p+1 4 I+C3+0+C3+1 4 1+C3+D+C3+1 4 co y-yi% 11.391-12.297 1+C2+0+C2+1 2 1+q+D+C3+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C4+0+04+1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C3+0+C)3+1 2 1+C3+D+C3+1 3 1+C4+0+C4+1 4 1+04+0+C4+1 4 1+C+0+C4+1 4 t"" 0 47.3/4' %-y-% 12.298-15.558 1+C2+0+02+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 I+C3+O+C3+1 4 1+C3+0+C3+1 4 i+p+0+C3+1 4 1+C2+0+C2+1 2 Hq+0+C3+1 2 1+C3+6+C3+1 3 1+p+0+p+1 4 t+q+0+q+1 4 1+C 3+p+p+1 4 ® m z Custom 11.391-12016 14C2+04C2+1 2 I+q+0+C3+1 2 1+C3+0+C3a1 3 1+C4+O+CA+1 4 1+C5+0*CS+i 4 I+C5+0+05+1 4 i+C2+D+C 2+t 2 t+C3+0+d+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C5+0+C5+1 4 1+CS+O+C5+1 4 H 62.118- Y+-Ya-y 12.017-13.397 1+C2+0+C2a1 2 1+C3W+C3+I 2 1+C3+0+p+1 3 CS q 1+C4a0+C4+1 4 1+ +O+ +i 4 I4CS+G+C5+1 4 1+C2+0+C 2-1 2 1+C3+0+C3+1 2 i+C3+0+q+1 3 I+C4+0+C4+1 4 1+CS+O+CS+1 4 1+C5+0+C5+1 4 Z Z °loos y-�y 13.398-17.016 t+C2+0+C2+1 2 1+C3+0+C3+1 2 1+q+D+C3+1 1 1+C4-0iC4+1 4 1+C1+0+04+1 4 1+C4+O+C4+1 4 1+C2+0+C2+1 2 1+C3+G+C3+1 2 1+C3+0+C3+1 3 1+04+0+C4a1 41 1+C4+0+C4+1 4 1+C:4+0+C4+1 4 LL Custom 11.391-13.397 i+02+2+C2+1 2 1+02+2+C2+1 2 1+C3+2+C3+1 3 1+04+2+C4+1 4 1+04+2+C4+1 4 1+04+2+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 l+C3+2+C3+1 3 1+CA+2+04+1 4 1+C4+2+04+1 4 1+C4+2+C4+1 41 0 0 ON O m' ew y-'/a-y 13.398-15.38D I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+CAa2+C4+1 4 1+C4+2+04+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+p+24C3+1 3 1+C4+2+C4+1 4 14CA+2+C4+1 4 1+C4+1+C4+1 41 U 1) p� Y,-%-y 16.361-19.641 I+C2+0+C2+1 2 1+C3+0+p 4*+1 2 1+C0+C4+1 3 I+CS+O+C5+1 4 i+CS+p+CS+i 4 i+CS+O+C5+1 4 1+C2+0+C2+1 2 1+Ca+6+C,3+1 2 1+C4 p+0iCA+1 3 1+ +0+C5+1 4 1+C5+0+C5+1 4 74C5+0+C5+1 4 v g Custom 11.39i-13.397 1+C2+3+C2+1 2 1+q+3+C 2+1 2 1+C3+4+q+1 3 1+C4+4+C4+1 4 1+C4+4+C1+1 4 1+C4+3+C4a1 4 1+C2+2+C 2+,i 2 1+C2+3+C2+1 2 I+C3+3+p+1 3 1+Cq C4+3+ +1 4 I+C4+3+C4+1 4 1+C4+3+C4+1 4 = S saoas 7S y=/�=/e 13.398-18.110 1+C2+3+C1+1 2 1+C2+3+C2+1 2 i+C3+3+d+1 3 1+C4*3+C9+1 4 i+C4+3aC4+7 4 1+C4+2+C4*! 4 14C2«2+C2*1 2 1+C2«3aC2«1 2 t+d+3+p+t 3 1+Cq+3+CA+1 4 1*C4+3+C4*1 4 1+C4+2+C4+1 4 Mu '�se0 Ys-%-% 119.111-24.541 1+C3+0+p+1 2 1+C4+0+C4+1 2 1+C 4+0+CS4+1 3 1+CS+D+CS+1 4 1+C5+0+CS+1 4 1+CS+G+CS+1 4 1+C3+0+p+1 2 1+C4+D+C4+1 2 1+C4+D+C4+1 3r1-C4-4+C4+1 O+C5+1 4 1+05+0+C5+1 4 1+C5«0+C541 4 Wstom 17.641-12.397 1+C 2+3+02+1 2 7+C'2+4+C2+1 2 1+p+4+C3+1 3 1+C4+5+C4+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+c2+1 2 1+C2+3+C2+1 2 1+p+4+p+t 3 4 i+C4+4+C4+1 4 1+C4+3+C4+1 4B6' y-'r/z-y 19.398-24.360 1+C2«3«C2+1 2 1+C2*4*C2+!2 1+C3+4+p+1 3 1+C4+q+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 7+(x+3+L'2+1 2 1+C2+3+C2+1 2 i+p+3+p+1 34+C4+1 4 1+C4+3+C4+1 4 1+G1+3+G+1 4 . �ICFJyigy-%-y 24.361-31.841 2+C2+3+C2 2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+04+3,C4+ 4 2+C4+3+CA+2 4 1+C4+2+C4+1 4 2+C2+2+C2+ 2 2+C2+2+C2+2 2 2*p+3+p+2 33+C4+2 4�2+jcw-cI+2 4+1 4 1+C4+2+C4+1 4 No-58705y-)S-y 29.641-32.515 +C2+3+C2+2 2 2+C 2+4+C2+2 2 2+q+4+C3+2 3 2+C4+6+C4+ 4 2aC4+4+C4+ 4 2+C4+3+C4+2 4 2+C2+3+C2+ 2 2+C2+3+C2+2 2 2+C3+4+C3+2 34+C4+2 4 4 2+C4+3+C4+ 4 120' y-y_y 32610-39.641 2+(�+3+C1*2 2 2+C2+4+C2+ 2 3*q+4+q+2 3 24C4+4+C4+2 4 2+C4+3+C4+2 4 2+C4+3+C4+2 4 2+C2+3+C2+ 2 2+C2+3aC2+2 2 2+p+3+C3+ 3 2+C4+3+C4+ 4 4+ 4 2+CA+2aC4+2 4140' Custom •' -39.641 +C2+3+C2+2 2 +C2+4+C2+2 2 3+C3+4+C3+2 3 2+C4+4+C4+ 4 2+C4+4-C44 4 2+C4+3aC4+2 4 2+C2+3+C2* 2 2+C2«3+C2«2 2 2+C3+4+C3+ 3 2+C4+4+C4+2 4 4a 4 2+C4+3+C4+2 4 q Ol l ;••[Cl�� SEE TABLE 12 FOR DESIGN PRESSURE perA`.•'• a F �/� NOTES:' i;,S7 ••.,<O •'•���� 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ON INTEGRAL FIN. i, s ......... [;2c atror WINDOWWIDTH-60.72 3)FOR SIZES NOT SHOWNROUND UP O THE NEXTAVAILABLE WIDTNS ARE SUCK WIDTH AND BUCK HEIGHT(SEE H OORTS EIGHT DIM.SASH ENSION SHOWN ON TH ISAS PER THE E TABLE.NIax.AnchorO.C.Spacingfor "MIN.SASH SIZE=LL "bie ral,,Installatbn aup F2 4)'1I41/2-1l4"AND'1131f3-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHINTHE SASH WIDTH RANGE A.LYNN MILLER,P.E8 -g IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.F-958705 T SLF 20: Bill of Material 3500• 3.500' 3.500° 3.500" Part# Description Material --�I�-••o62' -��- .062• -�-IF+-- .062' -��- .062• 1 82D121 lFrarns Head,S11 and Jambs-J Channel PVC �I 0 ° 2 620122 Frame Head Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC 4 620172 Frame Head,Sill and Jambs•Equal Leg PVC �❑ 2.44s 2,445 2A45 2.445 13 820131 AnlFixed eling/aim Corer - PVC ❑❑❑� ❑❑� �?�'� I F1 14 820131 Fixed Meeting Raft PVC r] O Q �fl ol 16 620168 Track Insert 6063T6AI _L o O �. 16 620129 Sash Rail(Sides,Top&Bottom) PVC 19 620156 Pull Rai Interlock 60S3 T5 AI •625" J-CHANNEL •62255' FLANGE FRAME � J FIN FRAME EQUAL LEG FRAME S. FRAME HEAD 20 620144 Pull Rail Interlock Cover PVC t•3�5 O8JAMBS ALL t OJAMBHEADSSILL8 1. OHEABDSSIl18 O4 HEAD,SILL& 21 620150 L(ghtSeshReinforcement 6063TBAI i 22 620151 Standard Sash Reinforcement 6063 T6 Al 1 A72' �•-{ t.6a7" -�{ 23 620162 HD Sash Reinforcement 6063TSA] 24 620153 Standard Meeting Rail Reinforcement 6005 TB All 1,5pp `''� 1.437' 1�-- 25 620154 HOMeeting Rail Reinforcement 8005 T5AI _L I - 2•too' 2.17G ts3o• i'--kn+1 28 620155 H.D.Hord.Rutter M eating Rail Reinforcement 6005 TS Al 065 Cr-C 1.375' 28 61644 Weatherstrip,.187"x.270"Fin Pile .Pz• o o 1.020' �� I .5s0' 29 61719 Weatherstrip,.187"x.220"Poly Pile 06s •060' i •0W 30 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 41O SS 1.231• 1.000' I+- AIL 31 78X312PPA #8 x 3-112"Ph.PH SMS Fired Meeting Rail Screw 410 SS O ANTI-LIFT INSERT O FD(ED O TRACK O 1s LIFT RAIL 20 IN T r INTERLOCK ( 9 ) 13 &TRIM COVER 14 MEETING RAIL 15 INSERT 16 SASH RAIL INTERLOCK INTERLOCK COVER 32 71869SP Meeting Rail Screw Support Plate 8083T5AI 33 720210 Weep Hole Cofer ' PVC ttt_ 34 720187 Installation Screw Hole Plug PVC 300 1� •316' {� �I 07�.off, -.{ 1.100^ �} 37 720197 Auto Lock C Steel 301• I I 11 38 720199 Sweep Lock Cast Zric ' 750' .754• 715' 715' 39 720196 Auto Lock CoverAssembiy Cost Zinc - 40 #6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS .025' •-+rl .03,' -rQf-� -^1 1.166" �0" D 41 720200 Auto end Sweep Lock Keeper Cost zinc I ROLLED EXTRUDED LIGHT SASH STANDARD 73 IG BEAD O SCREEN FRAME 8t SCREEN FRAME Z7 REINFORCEMENT O SASH 42 76)04PPA #6 x 3/4"PK PH SDS(Keeper Screw) SS REINFORCEMENT 43 7612FPTX #6x 112"FPH TEK SS 44 Leadstile Top Comer Key Nylon _ 1 070 -.�� 1.1g2 I•- 1.162' �- 45 Leadstile Bottom Comer Key Nylon �I 1.184• �- L 7� 070' T-r- ���I� 46 Lockstle Top Comer Key Nylon t0,F-7- - .070' .701•�11' 1 OL 1 L �01 LJ t 0 6a^ 47 LockeUle Bottom Comer Key Nylon .010' u � u IIUUf������IL�F����' 48 720204 Wheel Nylon - ,f5o' 1.331' ) - 73 820136 I.G.Bead PVC I -^-1 1'340^ 1.340- 74 Backbodding,GE 7700 or Dow 791 Silicone HD SASH 24 STANDARD O HD MEETING O HD HR MEETING PRODUCT REVISED REINFORCEMENT MEETING RAIL 25 RAIL 28 RAIL es complying with the Florida 75 7168415 Suing Block(7/8'x 2•x 1i8"L 85+1-5 duet. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Code 80 61011 Rdkformed Screen Alum NOA-No. 17-0411.09 81 81012 Extruded Screen Frame Alum ``1 NY LYNN 7j�i� ROvbed ftr Dorf.- ROvision: Expiration D e09/2412020 82 ExWdedScreenSpreaderBar Alum �` �0,.......,, �� �� JR 03/27/17 Noxauwces TMLss rfr. 'l :'VCFASF•'•�� � BY 83 47042W Screen Comer Key with Pull Ring PVC Q?= ;��: Revrsod ay Ootx Aevven: Minm1 do Produt control , 84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC *; No.58705 j 85 7CASPM Tension Spring SS ;•*_ ® Daaerfptron. 0mwn Br- I as 61616c48 screen ctetn Fiberglass WINDOW EXTRUSIONS&BOM J ROSOX6 �► :'m; B7 61635161614 .140"Screen Spline(Machine/Hand Rolled) Vinyl F Cry. 10707ECHNOLOGY DRIVE N.VD010; %�(�S'•:°(ORIDt;.•'•G,=�` 94 1600 HORIZONTAL ROLLER-NI 05/15/15 NOTES: �is�0NAL'',,`�`��`� commcsrroml7rorr Dusrn�s.ovc 1)ITEMS#5-12,17,18,27,35,36&4D•72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL rA Lyn1N R.P.E. O Odek $OQrB' ShOOt Dro D No Rer 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. p. BB705 CERT.OF AUTH.#2�46 HR-5410 NTS 14 OF 15 MD-HR5410-01 B f .�� 16 SASH TABLE 21: - ASSEMBLY Egress Lock Bill of Material a4 { 1 INTERIOR AANDED DEXTERROR DETAILS O # Part# DLsuiptlon Material I FRAME WELDS 100 7M=24 MuIU-Point Lock Operator Cast Znc 42 10.5 ® 101 73340 OperatormontingPlate Steel 31 76 102 72015 Multi point Lock Keeper Alumirnml 1 1p3 720214 MuitipontLai Guide Nylon ATTACHED TO 32 EXTERIOR 46 SASH RAIL 1D4 220217221 Tie Bar Length Varies) Stainless Steel 1 C� 105 71024X12HFX#70 x U2"Wi MS Stanless-Stee) 1 • i 106 78XiFPAX #8 x 1"Ph,FH SMS Stainless Steel I I 73 X4 1 - - 107 7W6FPTX #8 x 314"PIL FH SDS Stainless Steel ATTACHED TO 103 _ 30 FRAMEJAMS tfi \`• EGRESS LOCK 37 DETAILS t ' 40 (NOTTOSCALE 3B 86 83 ORO 42 �•� 704 fl) 8T � �' OPT.AUTO LOCK 45 PRODUCT REVISED tti 20 ATTACHED TO as cO.Plying with the Florida FRAMEJAMB 1� Building Co 0 IvOA-No. 17-0411.09 Expiration Da 912412 0 2 0 42 O 'tot By 16 f mmi a Product Gontro 82 14 �•� 107 OPT. 73 \`" ~' 38 X4 \� ao 102 41 r 47 OPT.SWEEPLOCK i � I I \ i I ATTACHED TO � 42 1 FRAMEJAMB 80 ORS 15 0 1070 TECHNOLOGY DRIVE t MITERED FRAME WITH ® N.VENIM FL 34275 I INTERIOR AND EXTERIOR FRAME WELDS 100 (941)-480-1600- rltlillilr CERr. OF AUTH.J29296 SCREEN �gy Niy��,,, Revised Dcl RNO CHANGES rH SSHFEI. ASSEMBLY \ ,��� JR &27/17 LtGENSF••,C�� DETAILS '' Q=' ?� Re.yed er- Daro: R��ss i * No.58705 33 83 OR 84 -•-D — -`"PVon: Oman 8y. EXTERIOR FRAME '�'. 31 I ��� EXPLODED WINDOW VIEW J ROSOWSKI i %O TE F C� ASSEMBLY '•.FIORIOP,.•' �� lal« mfac ) DETAILS ',`S'S� ��?.� HORIZONTAL ROLLER-NI 05/16/15 GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY.. ��ii7�NAL wowing No. Rey- 2)J-CHANNEL FRAME SHOWN.PART#1.OTHER FRAME TYPES APPLY. A.LYNN MILLER RE HR-5410 NTS 15 OF 15 MD-HR5410-01 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-B. P."58705 M IAM hDADE MLOi-DADS COUNTY g PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINLSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2oy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE:- This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall'not be valid after the expiration date stated below.The Miami-Dade"County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.T. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance,number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall--bear a permanent Iabel 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 NOAft 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 1VL Plasencia,P.E. NOA No. 17-0630.01 MIAMFpA�6 COUNTY Expiration Date: May 26,2021 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. 10-08-19.05) 2. Drawing No, 6300JR, titled "Impact-Resistant Ahuninum 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 51 Edition (2014) and with FBC 61b Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 n PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-601 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice'of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. i l I t Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration.Date: May 26,2021 Approval Date: November 09,2017 E-2 g S i SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACTOR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE On 8 MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE D o EVALUATED By AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENERAL NOTES....___.__,...._. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRU--TIONS........ FIGURE 1: ELEVATIONS.-__-_ MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES M BE 2)THE TYPE AND AILRABER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS MULL TO ZX WOOD.„__._._„,„..2 MULLIONS INSCRIBODINSIDE HAVE BEEN TESTED AS"FREE-FLOATING*AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL MULL TO.IX&MASONRY._....,._...2 SEE DETAILS OF MORE THAN IW FROM THE CLIP. INSTALLATION NOTES——2 A-DAH; REDTANGLx MULL TO MASONRy-­­__3 to LL SHEETS 24 MULL TO STEEL 3 SHAPE 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.............­-­_3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180.THE IT3 STRESS INCREASE WAS NOT USED ALTERNATATECUPS..__-.__._.4 0 (n IN THIS ANCHOR EVALUATION-THE C6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. SAY MULL INSTALLATION._...._._.4 7- I X 2 X.126 MULL SPECS___._5 w 0 LU X 2 X.375 MULL SPECS--.-.6 _j :r 4)PROPER SEALING OF ENTIRE ASSEMBLY I$THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 11 X 2.75 X. MULL SPECS.__7 _j U) INSTRUCTIONa I X 2�75 XJIS MULL pE CS _1 1X3.125XMO MUSPE�C9 SEE DETAILSitt 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4 X.126 MLILL SPECS,_io 0 Lu 0 0 iR Im — c� DO ATHRU G; SEEDETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET24.FOR MULTIPLE UNITS,CONSIDER I X4 X.375TUBE MULLSPECS 11 co 'SHEETS 2-4 A THRU G. I LU SHEETS 24 ONLY ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I X 4 X.376-r MULL SPECS 11 cl) 0 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125 X 36188 X mm MULL SPECS_12 2 .25 X 3-5 X.100 MULL SPECS, 3CPENOtG 0 VERT. 1.215 X 3.WX.624 MULL SPECS--IA m Z ELI HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWNON THETABLE(S), 12SX3. X.624MULLSPEM 16 MULL FOR 94 6 :` cl LENGTH HORrZONTAL 2 X 4 X.25 MUU SPECS-__16 w :mm) z 10 LL 71 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 9 X 25 MULL SPECS_„._.......17 <q _1Z SEEDEXAILE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26X 2 11 X.126 MULL SPECS_18 SHGET3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30*X325 SAY MULL SPECS 19 LU -45-X 325 SAY MULL SPECS__._2D REACTIONS. z EXAMPLES 7&7 .2-4— Z, FENESTRATION 8)REFERENCE.TEST REPORTS:FTL-6443;ELCO ULTRACONfAGGRE-GATOR NONS LOADING EXAUWii__*7..__'=2S e- _j A*0 40 PROCUCTSMAY BE OF 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU MUST ANY TYPE w w M BE CODE,AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z MANLIFAcTIA-mb PST-APPROVED FENESTRATION PRODUCTS RAVING CURRENT APPROVALS.III ayprT. Lij Q ?yam C) c) 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ IL Do SEE DETAILS �0 A-DR.14; ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASS X R II MULL SHrErS 24 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS N0A_ LENGTH HORIZONTAL uiR PRODUCT REVISED U. do MULL — BdhisMing with the Florkla LENGTH INSTRUCTIONS: NIOA-No, 0 17-0630.01 ADDITIONAL EXAMPLES Or MULL CONFIGURATIONS 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS" FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05126/2021 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By f---HORV-MULL LENGTH---1 -—Mae Vrod..t Con r " LE"NUGTH�_ —O __11WDY f 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR F / OPENTWNG 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSM FROM TABLES 1A THROUGH IK ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING � HEIG �l THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPIENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MULL FOR HEIGHT LENGTH HORIZ_ VERT. MULLION CAPACITY(LB—SIFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(ILBSIFT-)FOR THE OPENING OBTAINED IN MULL mu- STEP 1). LENGTH L,Ell L N 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE FIND THE VALUE IN THE NEXT WI COMN ANCHOR CAPAC REQUIRED S.THIS VALUE REPRESENTS THE NDLOAD TRANSFERRED TO THE SU BSTRATE BY THE ANCHORS AND UST ST BE MET TO IT ATY TAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION 6)FROM THE ANCHOR CAPAC(TY(ES)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE Ly CHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR 4OR— : ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN AN CAPACITY ISIMET, \ICEN SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROMFIGURE I ABOVE IF THE MULLION CAPACITY(LBSIFT!)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSFP FOR N0.58705 OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES]STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE *2017 FLORIDA BUILDING CODE(FUC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT BE USED AND CO If if *2014 FLORIDA BUILDING CODE(FBC),5TH EDITION COMPARE WITH THE FINAL MULLION 0 .4 :ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBSIM OBTAINED FOR THE MULLION SYSTEM-THE LOWER OF THE TWO SHALI.APPLY FOR THE ENTIRE MULLED FENESTRATION ALUMINUM DESIGN MANUAL,ADM-2016 PRODUCT ASSEMBLY. _��.......... -AISI 6100-12 /()NAL *AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TOAPPLY FOR A PERMIT. A FL P.E.#58705 In DETAIL A: DETAIL B: MuLUON MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUC3fsmp Typ-ANCHOR o�a OR WOOD FRAMING WOOD BUCK AND MASONRY AND em SUBSTRATE LL�555 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) VAC yNT SEE SEE TABLES lalaa BEE NOTE 1, CV —ON SHEETS. 0 5 L) I I I aZI:-2-3 S7IoNCMETFSAUIFT3TNPSHA MD GEMLTAERLAR ET WY7DHD7 U6 1 OBEtEDiY. -° a ° 4 1 I tiI I h SCREiNS &BEETS KNIT 8 ' E1D8-G13E FORHOLE CONCRETE CR CM DISTAN E, ATRX3S 1° EDGE EDGE DISTANCE BTANCE FOIMASONRY FOR WOO ANCHORS O .260"MXFOR SIDEVIEW = zW 1-- zALL MULLIONS SfC/I)) ' .a a ERHERTtE � 2 ,q - a ,r_. a .a a AFNuGETA MULL z U m _ ETE� ° a TNSTA/LHT BY Q .4 - EDGE . Tt9S METH Q 'z h DISTANT£ G q . a _ W150NRY a FOR dO Z z Q N Cb .a 7} OFFSETCLiP IS ANCHORSt4 ° RECCnAMENDED FOR dd6 Q'% �OO EXTERIOR d a° Fw FtuuED n DICIER BFTTAME SYPES. a '� � N Tn C17 0 Z q ?i 'S g azA0 0 TYP.ANCHOR TYP.ANCHOR —d � TYP.ANCHOR PER SUBSTRATE PER SUBSTRATE Gar PERSUBS'IRATE, sEErAetEste-Ise s�r'"sLEsiB-"B PRODUCT REVISED SEE TABLES 18-168 �EDGEJEND - DISTANCE et1CN5'IFTIP as compiyyine with the Florido S£ETABTDS AND Building Code r.MaFn Nf sUCtf$Ti?iP iB-13B i ATTACHMENT aoa.-Ito. 17.0680.01 AND EMBEDMENT•• - BYOTHERS, J ATTACMdENT _ ,'.` SEE NarE1, Expiration onwOS12612021 BY OTHERS, '+ SHEET t.1•"'' •".�••••:`:." Mlam�a roduc Contra! MIN 2T KSI CONCRETE ORCITU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES. 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - i}tttitttJt 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �`�,r�........�17g/r���i� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE - w��:'},10ENg�"•(( i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THETABLES ON THE q;• '•F��� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. �,,= No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HD(HEAD OR FLATHEAD. d)WOOD BUCKS ARE OPTIONAL,SEE DETA2 C,SHEET 3. '�O.•' ,;'"FATE OF •.t/j� j 6)FOR MASONRY APPLICATIONS IN MIAMI4DADECOUNTY,USE ONLY MIAMFDADE COUMI`APPROVED �i S G� ELCO ULTRACON OR ELOO I/4*S.S.AGGREGATOR MASONRY ANCHORS. i 701VALT A.LYi�t�MkYL R,P.E. j FL P.E.#58705 i DETAIL F: DETAIL G- DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CUP) SEE OerAILS A-D. 0 ET SHES 2 AN 0 3 FOR INSTALLATION 3W OR 45* TO SPECIFIC SUBSTRATES. DAY MULL UD C-i 1-14UWCN S t 0 cf) I 0 0 z LU 0 0O X: W TOP VIEW � SIDE VIEW U., 01 D `sHOwNwTrHl'x4'xA2S'. TOP VIEW co 0 Da Cl)z LU 6 (v 0 TYP.ANCHOR EXTERIOR PERSUOMRATF, SEE TARMS 158 OR 160 TYP�ANCHOR STANDARD M(ALION CUP PER SUWRATF, EXTERIOR z MODIRE TOPITIFIELD F' SEETABLESIB-148 <6 < z CONDITIONS. 2-WANGLECLIP. 2 PER MULILION END,MUST BE 0 INFIAL UED IRS NX Of DAY W LL PON 0 C� ANGLE CUR CC A 2PERMULLIONHAD, 0 M1.16TBEINSTAILLM z W INStDEOFMULL 9100 lit TYP.ANCHOR PRODUCT REVISED PER SUBSTRATE, as eom In with tho .rlda SEEETABLeg 15 INTOWCOD. -17-0630.01 ETV0,ALUM INTO WOOD,STEEL, STANDARD CLF TO BE EXTERIOR OR MASONRY EXTERIOR Expiration vat'o 6/2021 ALUM,CMV OR MASONRY MOCIFIEDWIELM By ffllom�b�Product Contrvl EXTERIOR Ar� OL;61A� . I i INTOWOOD, ALUM CMU OR ONRY (9 0 EDGE 0 DISTANCE CI PER MIZ ce AW-90R EWE ,STANCE LY PERANCHOR NOTES FOR INSTALLATION OPTION G&H: 1)USE 2 ANGLE CLIPS PER MULLION END.OL PS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS R P z 1p APPLICABLE THE BAY OR 1,26'X 2.1 VX.125"IMULUON. 2)DETAIL G;SEE TABLES IB-148 FOR ANCHOR QUANTITIES AND SHEETS 211-23 FOR HOLE 0.58705 ETAIL 15 NOT APPLICABLE LOCATIONS, 2)SFETABLES 10-135 FORANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LcrA-nONS. ;3)DE.AIL H.-SEE TABLES ISBOR 166 FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE z 3)THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. L 0 A L�INIVlRAfIL P.E. 0 FL Fi .#58705 TABLE2A Mutrion Capacity Table f1bdd) Opening Width(forverfically-spwring mCmm)or Opening Irt(IbrhorfzorfttjpsruiM nugow) lit!�i I so in Sob TO i. So In 901n - 100 it wo h vok 1600 Q RwWg.Lv TWllraq, R.a War Tlqitdar,g 1 x 2 x.376 L03ft Lmft Lmme; LoadingLosm'a U-ft L-ft Loading L--dev L-wo L-ft L�eft LA-eim L.*v Lwdim L--%V L-dft 2Muluon Alum Tube z It' w z -i 682 70. wS 1116 6W 169.6 SAO 10MO M2 168.9 517 9Q8 552 168.9 517 751 Pat leas 517 W&9 617 42 ko I7(LQ OW 1170.0 435 1513 60 17MO 05 IM.7 48 to tVZ 507 IXG 418 =4 W7.119-2 9 507 1017 403 MO 5V 1026 M 67A 507 9161 3N 606 607 99.0 ZZ 547 607 We 396 43.4 507 WO 300 38.0 SM DID 296 r4 60.SM to 103.7 4% 114.6 379 85.4 466 IM9 371 T0 455 OMS 354 CA.8 456 Me We 67X 456 81.3 = Sta 458 SQQ 356 432 456 IMO 356_UO 456 MCI = 324 455 Sao M w 54M 85.4 400 n3 Me 71.2 400 JMD SIA _!L TET = 53.4 400 07.3 318 47.5 4D0 84.0 315 42T 400 613 314 356 400 1 61.8 1 313 XS 00 fita 30 28.7 400 61.8 313 cc) CD to cr) .11 00 In 613 37A 69,9 278 51.9 324 M 270 44.6 324 61,2 264 X9 37A 4ag 25D XG 324 43L9 257 21.1 M 42.0 265 2aO 324 40.5 M 22.2 324 40.5 253 19.5 324 4a5 253 c 6313 633 2% 67-4 = A48 294 4" 2AS U4 294 43.0 241 no 294 308 237 2%0 254 31.1 234 X9 294 35,2 232 224 294 33.5 220 192 294 Me 188 294 314 230 z 68 In 46.8 268 49.6 230 Me 260 424 225 334 20 37.5 221 282 208 341 218 2M0 268 MA 215 22.4 255 288 2Y2 10,6 ZS 28.0 210 16.7 Ze 27.7 116 258 27.7 2" z 221 37.9 IN 30.0 1 322 1 101 1 2&7 1 Zai I 28AJ iaa I zxs I ms I no I ies I me I m US 1e2 1 18.0 1 Z!S I 2Z1 t180. %Q 176 11.3 225 19.6 178 121W 20.3 177 12.9 225 1%6 225 226 Uj 0 r 7-8�---;TLe 202 �*-O 177 215 =2 27.2 173 21.9 202 219 170 112 2Q2 21�5 167 AZO 2 CM2 10.1 IM IL3 202 %4 IM 128 2M . ISO 1" 1&9 155 as Z2 Ila 158 z �1M W 19=2 181 IS? 141, t92 1 ias iss ii.a 192 15,2 192 25.1 165 2CL2 IM I 2ZO.1 162 117.7 182 1 < -j ri-.7, 1-n. tM 2D.0 168 23.8 14, -J z 0016 I&S 144 19.0 15.4 144 1&1 128n:? Z 001. I52 17r 15.e ! TABLE 213 ANCHOR CAPACITY ADJUSTMENT FORMULA; I An horCapattv Table AIOIOR 8 O X suftete z7kC-we 32%C�. NO-cwj FftCU FTMW mom (Dp-)X(_ ANCHORCAP.- 0 C-4 w MULLION Amh�Typ.: SM(r El..LATman IWEkolluvam 11"r St. TIV�Bwtlb� Iw Etoatmre- W�Be Bea SAV'Eima 3*4 #12 Sted x Aaw�Catar S--(05) USE THIS FORMULA TO OBTAIN THEANCHOR We.SS Eba AncliorcupPatems Wra-n AgWeCaW UfbW= z 0 --vim-ow�(14 1. 2-V2' -I- 2-IM 3-118' V 2-Vr 1. 2-1jr 2' 3-im T 0.48' 454' U24" CAPACITY REQUIRED".CORRESPONDING TO AN 0 Embedment(I I-we I-V4" I-w1v 1-31r 2b I-1w 1-1/4' 14/4' 14/4' 1-114* 14141 r fare' ACTUAL PRESSURE REQUIREMENT FOR THE Etb 1b OPENING.WHEN IT IS LOWER THAN THE MULLION 2 Q 4.FY Mr.O.O.C.I San Wd.01s.1 CuP V��to390 Rw 3M ft 450 In NO do 1644 RA VOft 220 ft 359 Ibs 740 Rm 374 1W Seem 945f. 3419. 442= Sw . 1 4AnOmm a I.IS`Mte.Q.Q 18tan&,dW0*;cAI Q*(F*-2X 464 the 700 me WA VA WA WA 300 M. ILIA NA WA WA WA wzft 40 It. ItItot. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchoce 49 Y Me.O.C.1(2)M Angle CUP$I(Fig.3): 700 On 70 as 680 b. I=be 1896 0. 540 r. 5W 1b. 111A Too to 748[be 060 M_ 1802 M 6828. 81158a 1120t. MULLION,IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED i;;i@o,45-mkLo.r-iu-ap,into.iwftm.n.q WA NIA WA -A W11 WA WA WA WA MIA WA NIA WA CAPACITY WHICH MAY BE USED TO QUALIFY Ith theFlorida a J. 1 '35 370110 197 ft 473 ft 1701. 221 It. ADDITIONAL ANCHOR OPTIONS FROM THE IN.J-J&Ojp(FIg.5T 105 ft 186 Its I NOA-N., 17-0630.01 2AMh=0 1.16- 310" f WA WA I _WA ?VA ISO Ib3 WA WA MA WA WA 341 fba �m I ANCHOR CAPACITY TABLE M� R PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Exphotion cuto 05/2612021 NOTE:FOR THE OFFSET CLIP,USE SA:�!�Oo* By ralaffill-11. FIGURE 1: FIGURE 2 TABLE NOTES: 1)SEE$REET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, L_._.�`___-_V-�� ;7*1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION NIETHICO. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE3: 3}MULLJON AND MULLION CLIPS 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. Z000. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE -T.37S" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED L Uai -TREATED z N0.58705 CONCRETE BLOCK UNIT(CMU)SHALL FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF.12,7 THICK.STEEL STUDS TO BE MINIMUM GRADE 33 AND.045*THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.37S*MULLION LEAST.125,THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 0 ATE PF Lj A JAWAI' R,P.E. FL P.E.#58'TMW TABLE 3A Mullion Capacity Table(Ibsfie) 8 A Opening Width Vorwrticatly-sparring rruAions)or Opening HeIgIA(W horlzurta"antling mullons) S 502, win 701. 8010 Sol. Seek, =I. 140 In UDW chi I x 2-7S x Md0119dar -T-PITORKT P-C`Sow� T-9111-0 PkStawad. -TrWdmv. pwwngdel Ttm-q, FkcunleW TM wv. pachawar T*Tkina- _V.-t-muSiar- V. p-0t.91w TmWlrang, Ractulplar Thup0mg. t-d-9 L.Sdn L-sS. Lft L-ISS, L.9 L-29 1-61m L-ft L-d.9 L.09 L-T-9 L.*g LSWN Lwft L"ISa L-ft L..&g .376 mum De Tube 2 Mullion A IN 0 IS z IS U.1 42M 170.0 620 170.0 435 1711.0 744 110.0 17R 17110 08 17AO 508 1740 SM 170.0 619 1710 HIS 17" 621 170,0 1240 1MG 621 148.7 130t 1M9-1;t- t2-74 1301 170.0 521 111,5 1301 17110 -21 48 1. 170.0 700 173.0 524 170e 850 170.0 531 170.1) M VC-0 630 Sloe 11331173.0 661 151.9 SIM 1-10.01 6" Ima 11391 Iroo m 113.9 1139 170.0 680 97.6 1139 170.0 5NS) BSA 1139 170.0 see US-j %625 In 17CL0 747 170.0 563 170.01 We.170.0 631.167.0.IDU IllXD Se4 146,9,1032 ITDo 723 I3O.5 I= 170,0 747 1 t7.4 1012 1710 7.W 97.9 IOU 17D.0 M 33X 11132 170.0 756 734 1032 17c(S 755 641. 170.61 787 1 IMD 612 i61.31 W1 1170-0 691 138.2 W7 164.7 no 120.9 MY IW 720 107.5 907 14&0 714 KA 907 14l-1 710 00.6 907 140.0 7. 6% &J 907 14DO 709 MS 007 140.0 709 0 m U] C)co, - - 60 In. USA I 7351161.5 C35 117.6 M 1130.3 611 ADC8 735 116.0 599 882 735 IOU 590 711.4 735 99.6 643 70.5 735 95.1 578 58.8 735 61.8 574 50A 735 91,4 W4 44,1 735 91,6 574 m co 0 63 in 121,91 666 1 13&0 570 101.6 M 1111.5 557 57.0 666 9" 547 792 GM 80.1 Me 67.7 see 819 831 Golf 656 T9.8' 5W 50A SIM 75.8 521 43.5 7&6 521 3&1 06 7&6 621 z < 6" Jose cor 1IZ4 S22 69.3 01 0&1 511 75-7 607 05A 501 682 607 77.1 493 511.9 607 71.5 IN 53.0 607 67.6 481 44.2 WT 83A 476 37.9 Or 627 474 US ft? 62.7 474 z z C.W.) X US 72 to SIA 510 858 443 68.0 610 73.0 434 >510 64.3 426 51.0 510 57a 40 45.4 �10 53.3 413 408 510 5do �08 34.0 510 45.9 402 29.2 510 44,4 393 25.6 610 1 4Cj .399 0 m 496 458 6SI US 43A 450 48.6 ZMM 30.6 453 44,6 373 34.7 458 4t.6 365 2aa 4W 37.7 = 24A 458 36,A) 359 ltl.T 438 35.7 US 70 IS 6aA 4W 7Z5 4OU ISTA 458 1.7 z 78% 642 435 87-0 351 53.5 435 56.6 373 45.9 M 49J� 360 40.1 435 441 3W 3&7 435 40.9 355 at 425 3&1 351 28.8 435 34A 344 229 435 Me 341 200 436 322 340 0 GO In 41.8 3V 43.1 290 34.8 327 3IL4 M 29.9 3217 315 28D 2&1 327 2&3 1 t2752112 W 25.7 271 25.9 327 23.7 268 17.4 327 Z1.0 262 14.9 3V 19.3 259 z I.., z 111" U14 28-7 36A 257 23.7 297 29-9 252 Z4,6 28T me 248 1 244 IRS 287 20.9 Z 0 co Z5 c. C1 CD a .In .7 ... or) 242 227 24.7 205 20.2 227 20LO 201 17.3 227 i"? FJ-H �j X Is 13 �q -111 in 2Z3 215 22.7 IS4 0.6 215 19.1 l9i 16.9 215 6.6 F.- 1201'. 17S US M& W1571-1- To �E U X z TABLE 36 ANCHOR CAPACITY ADJUSTMENT FORMULA: L9 <a 0 AnchorCapatityTableubs) 02.2 �w rn subStraw 2.7k C=Me (VANC11.0R CAP..:��)_ 0 3.5k C-I Hou-cmu Flied cm p! mw (Op-)X ANCHOR CAP_ - a vile*Ek.I iw s,.S Lu.S. IM888SO 51WElco 1/4-SS Elm 010 Shli 012 StSe 912 S ZGS) Ambe,Typ% 301rfilootftMo 3 Ia5)S., Anchor CUP Patterns 3119*ESS,IAM� 114*EW U%- Lubec. AUOSV� UltraCOS Aggm(D.W, _ (W) USE THIS FORMULA TO OBTAIN THE ANCHOR 00,mt-(DII, I" zirr V I 2-I)r 'Va. I. 2.1re 1• 2-w 7- 3-IV 2' 0.4r 0154r 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN PRODUCT REVISED ACTUAL PRESSURE REQUIREMENT FOR THE 1-114* sm a'00- EnSbed-A( 0.l1dI.,p1Cy!ng.'yhth the Florida I-XV 1-314' 1-314' I-V4' 7 1-11'r I-im l-Im* I-lw I-11v 2. Ive. I 2AASSImmG 4.17Mbl.O.r/StiSdadmCfart CUP IRS.Ij 3-0 Ow 390 bs 450 MID, Ie44 IDS 270 flft. 2801bS 354 IDS 1 740 IDS 374 IDS 6641h, 946 Do 341 IS. 4j42 1 W --F60-W OPENING,WHEN IT IS LOWER THAN 714EMUWON NOA-No. 17-0630.01 4Anc"m @ 1.15'RIbLO.C,I3taMW(w=D4)Cw(FV.Z 460 IDS 7009. WA WA WA WA 38011. WA WA WA WA WA suft W5 IDS llro,&7 CAPACITY(FROM THE TABLE)OF THE SELECTED - 4 An-h-a 3"R.O.0 f r2)2S5 ASO%Qip.I Fig.4 780 Ds 7801. 680 m 1560 tb. Ism wS Ste IDS w IDS NIA -7W 1. 748 IDS aeo ft 1892 IDS W2 IDS 8W IDS 1120 MS MULLION.IT WILL YI ELD A MINIMUM ANCHOR ExPiratlon Date 05/26/2021 CAPACITY WHICH MAY BE USED TO QUALIFY WA WA WA WA WA WA WA WA VA -WA, WA WA �WA WA 714 IS, IA.-fc;iF4;l0(F10.5kI 185215 195 ift 5 ft 445 1b, M IDS 14011 1 UA VIA 1 187 IDS =IDS 47344 To-u ADDITIONAL ANCHOR OPT-IONS FROM THE WA I 2Ah-@ 1-15*hllt O.CJ F�Q;p ft(WI 240 N WA WA VA Igo ft. WA 1 341 1b. 442' sB By ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A&THE STANDARD CUP. CL-)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGUREI: FIGURE 2: TABLE NOTES: 1.000. SO 1).EE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE 3'. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND/OR OPENING WIDTHS IS ALLOWABLE Ly WA, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. L FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '8705 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ZT FIGURE 4- FIGURE FIGURE@ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM(-CO.WOOD SHALL BE PRESSURE-TREATED • S AYE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' 375, 0-5a -T THICK STEELSTUDSTO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX2.75"X.375"MULL ® M� LEAST.125'7HICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ION `S�' ......... C)IVAL THE MATERIAL#10&912 ANCHORS INTO WOOD MAYBE STEEL,18-8 SS.OR410 S.S. "',/, N M A•LA I ER,P.E.%\\ FL P.E.#58705 u TABLE 4A Mulacil capadlyTablo L&TS) so so min 1401. 160 w so in 10 in Bedvat. TWTi--% R-w4w- 7.07dwQ� fwgdw Tmanamv- Wb Trapilid L..&g Leard p_Wo� T.Onbeg. RWWWa T-Vni Rb or T-0IT-0. Loadna Load.9 LO-1-9 La"M lX2-X R-WQWW Lwftq L--&O Laadaq Mi. Les-ing Leaft Lwcr.v Loaft Landes; Lad-g I-Oaft Lvadm cli .660 Ahnn. P Tuba 1:9 9 -a .-_ ­5 - !--- --170.0 --it --[---- - ------- L --W-- -40'7- -- - - z U 42M 170-0 170.0 435r0 a% 170.0 $01 IMO W Ino Sig 1700 ilia 110.0 w 702 O rM0 1=0t4w 170.0 521 15v I= imo 1100 52 "a.. IMo 661 T"OOF1Q75 1 0 170011417 1760 00 141.711417 1700 68) UIS D 50-EMMb 17MO 170.0 rA3 ,70.0IISS 170a 0 1268 170.0 T47 1463 i2N in. 756 -?0 eal08.1 I= 681 t1z,o- 170.0 LECUL/3 6cc g CD ALC(zLz0 0/-U U4b 197 1740 612HU Bw 70.0 691 1700 1110 'MO M '50�7 1130 1?" SW D 1130 I-MO OST 1200 Iva Ina am 1170 jj3O 17.0 gal 753 1700 n < w. 685 1700 "Ij483 sIS IW 761 1253 016 �5 7AS 100A CIS �3Z3 735 67.P 915 09 M 9 g. 715 ;S UA 15 )Z 1et.9 710 120,5 930 133.96 w1051 5301232 Eil 046 MO Z2 84A M IOU CM no V14 1? mh ini pal 14om 650 HO.0 L57 119-1 OWI -751 106.0 ;�4 aS W ag 600 0.0 757 K2 BDO 6 . e sN Ow, I iia a3.0 sle 7Z2 SM FAS &5 614 m5 571 90.4 498 Z 7&8418 8 CIA C < 78a gam SQ WA 474 i7 WRu 51.1 64a 1 WQ W 'o 0 BON 5ZI 4ur 533 301 4407 4&4 3-M 112 407 11.0 349 3zs 35.3 343 209 407 321 338 Me407 296 7 350 211 282 14 3% 24" 284 X9. 98n Axe 358 ".1 = 25 314 301 W M4 M "a 28-8 3" 23Z 358 2&1 216 ne J79 2.0 15.3 192 93)d) 283 1%5 237 -- 2W &I w,e zm 25.1 283 25,9 251 VA 263 V-6 247 I&S 203 lea 2" f8-7 2W 18-0 Wh 300 283 La w 1 257 23.8 Z38 19.5 w 7-3 --- 155 22B 211% 2-35 1 267 111 0 0 I In .8 267 2a- 242 S2 -:r An U3 ll In 201 a:120 In 270 1,229 ANCHOR i;APACTTY AWUSTMENT FORMULA: �: 8 7ABLE413 P-)X -kNCHORCAP._- ANCHOR CAP.- FBIA aM PT ULLION CAP- PRODUCT REVISED 375k 0� lwssEt:. CIO led Ott Steel USE THIS FORMULA To OBTAIN THE'ANCHOR complying with the Florida we-n..umw- 1w E"um-. "r as a b) - es Agg.0 ummm AcFee-t- 6- (0*8� CAPACITY REQUIRED'CORRESPONDING TO AN Building Code An&b-TYW 3JIO'Eb"t urvam 0.4w 0.6c ACTUAL PRESSURE REQUIREMENT FOR THE MCA-Mo. 17-0630.01 Edo+AnchorCUpPaftems 2-1jr -Yiw- I 2-1w r - Dmarm.jw I Ile I.Ifr I-11v 1.114' OPENING,WHEN IT IS LOwERTHAN THE MULLION Expiration Date 05/26/2021 ga E.bed.mft On 390 ta s too U. 7400. 654 CAPACITY(FROM THE TABLP OF THE SEL:ECTEO WA WA MA NIA NIA MULLION.IT WILL YIELD A MINIT14UM ANCHOR 4 AI.NA Cip 440 b. 700 NIA m- WA CAPACITY WHICH MAY BE USED TO QUALIFY By ft&CUM I F4 31 180 ft ISO to esa m. 1500 ba Imp. Nam. mm� THE Wince a rod t ran I WA WA tUA NIA WA ADDITIONAL ANCHOR OPTIONS FROM E2 195 lb- 1951b. 135 ANCHOR CAPACITY TABLE Flo,M. 1A ft 350w WA WA �MA (F19,M. 1P. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. NOTE'FOR TtlE OFFSET CLIP, .r.,rD E SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD1 FIGURE 1 FIGURE 2: TABLE NOTES: 1,SEE SHEET'FOR INSTRUCTIONS ON USING THE TABLES AND 5HEET25 FOR INFORMATION ON LOADIN i SEE SHEETS 2�FOR GENERAL INSTALLATION METHODS. G. ) " 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANO/O OpEN1NGW1OTHStSALL0WAB LE. 4, R 1�c * FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE S21-23. FOR EXACT DIMENSIONS,SEE SHEETS RESTRICTIONS SHOWN ON SHEETS 21-23. No.68705 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. AND GROUT-FILLED TOA ANGLECLIP MUST Be USED IN PAIRS. 4,SU S, HALL'CONFORM C" CONCRETE 0 MT.A5-C` ATE 0 BST-TE CONFORM C SOUTHERN E L K UN HALL. I�%- .. OF SS ALUM SHALL BE 6063-T5 ANDBREUA`�MIIMS PTO 6E AT P,-- �`ZORIOP-' FIGURES- loll &�R,P.E. CONCRETE . , 0 BLOCK IT t--I "UM FIGURE 4� FIGURES:' UTHERN FINE I AN 33 AND l*X 23SIX Mcr MULLION YELLOW L I RACE :rTEEL. �S STEEL STUDS '.To. IT. "Tu N I'.INTO METAL A-'.- LEAST.,S. .,C,A. .�'LL' MAY THE ANCHORS INTO A.LY4 FL P.E.#58705 oD Mull Length •try 0 Gm`) S GG)) � � �� � m� >9 mew m o po A m m S® 9 f m o $ o s o hfunbn capadty O s PF N 3 N O,0 C tt� P O A a RegWrod obs) �., m m ® c P m mP Pa o F7 a Mullion Capacity 9 H � (n � r �T N 3 m o A a q 8 13 & m 3 v v n' Lf RequUOd(IFG)" C ��ar�a co m N s N-t m"'n g k�i r�.r a H o o ut to '2 b c o belt CapaeRy a 33 cP. {3 {a y fig' ¢� �bo q� P ft?) (Cp .n my for P a P P.P r 1 R td S J A P S '�' iS iF g � di � S S Re�Ored W)Anchor 0 3" o q v O a ,... �° tcv3 c m . o '''o w e o a e �e o 4WD) a " r N ,9,„�q > m R+ y }. g �n a Arwhar Capacity 17 {D�yI{3� r�. Requ4ad Ob.) 2D p �i N .��r is Q �' O N o m O b C t %Z)Musion Ci9peeRy SL h H 3 SO '• e R 2 y P gg P -' m Anchor Capacty um'^, rm Rdwh'd ob.) C • pz> > I o n t d r' o o d o mullion llionCepadty 6 5' = I� � �t g p� yc roe ty a O > _ > S gig a d g 5 m� $ S b Raorea(M)' c i D1 m * f3 P $ R m 6t a o d MuIDon Ca;m-4 Cu N+` ^! q �+ p 9± •• r `$ Anchor Capacty m Y Spv G `r�i N $ ^' RawlNd Ohs)' $ y�'A:co rt1 N N m z rE '_' rr�N � r r — 61 far(}C C m C a t!1 m -+ tAct3on Cepscay H y z p C} N S m j a Y bm Fe i Y o e o c {@st%� � $mN Npz _ mm o > �m ar m o�om 0 O�� o op �3��p �§N 9 m : m _Ogg o g R e a g fb./RZC opacity &1. O *OOzO O =� Gm1N y z 2 nt 0Z: o m�2 z fa r�t J Ki s 5 ^� rs !n 6 � s' H '�i m RagW�)" Z and �S� m C D Fg D D c I3 � o � � $ •• r Md31IXi Ct.�te�4y H � t3 M yy Z yy N A tT 9 o A q 44� g9? 9 Anohorca ad co :S• ti Z Z 0 77 S c r Z o C'9_G m C hu e 8 m 76 ra S' =,' ' Required obs)ty = 20K 4 250•$ x O DBDSThN -t O p z o z p z m v m ,v X` �. d Mullon Capacity + 4 T H C. V m P N b u A ;� m o b b nbwra) N�o20 0 F _ 0 0 O A m r a z Ancharcapaclry poomYna SO22 = 9z0 N mry°�D o o o m a x T e a y W @m sy L. o z a ahstrm)oapaat" N=A 5 X- O �rt D D D 3 R &, 3 7), C) �" m RT =7 SS a ffi �' Anchor CopedN'I D c:N✓;'y 9W Z z m p N D {� Reyulrad oba) . r i n N T�'.d O Z A^P 1 m r ei to " u� Y'.' m °' ,+^rP 4 o maim Capacity x v N n cc��J v > N N 6A(mL^ is P a. 4n to _ r y (Ibsfft2) 3 ety N p �c � >a � )a sax C ..h—d 0.) ON N " �a z>Fi @ 4=�' b 'P m H r ',J>' $ r r ... i mmim Capacity H 5' 71 r N N 3 O & D�� b b u to o 0 o OhsIR� D z ag f� ; l 2 � g i i 1 9 ha capad" . N m m O S m 27i .n pp gg q{ $m m Rewired M) ds��x'i l%RS{emu t� 3 o S m 5 �)�D EI of 9 u a 'Y3 5d !o ta $ a# g fn WMan cpaalty '•'� S � 5�a� N t3 tP� � o m W m u e g tt!A NN jn G� p iY i5�''' fA o S 6 =i `p+yii P �a m r y µ Arch capseth' +g _ A co O 7n Lz� ,n p �' § 3 Rewired(tm) J 9$ rm S; W m '✓$ o $ c o c MuOon Cepa:J" g. m O i. n is to a it m in a io lihsl%2) SSAngig 1m # Anor Ra`hddoamyy zm �' X=JTM2am _ 01 A i F N °z a m a $ I+ 8 ti x lbsift2) city o }p W o c Amd'arCaped" > S`r Rx trt� y Pc & Kt rV3 ,8 f: pp �qi F�---..•-- --•--�{ N I I� D 7O.7„•�mmot�(7n pm r�C�34 F���� rxid+ W m b55Smqq b? Ra"d Capacity VW02)A. dO)" F X C� N2> Cm $ c fa w o 5m�M21 1F $3 APEmao o . lti�'tt yf7 am O �r0��,� O D O� C Y. 3 o:j C COPYRIGHT @ 2t}11 PDT IRS6USTRtES,INC. ALL RtGHTS RESERVED rp o `' zrC 9 o IMPACT-RESISTANT ALUMINUM TUBE MULLIONS Nr: o h.Z a .► fm Caxdpf4n: �J - J 1 X 3.125 X.5 MULL SPECS '•• ^�` N O �� Series: Smia t'#aNng Na. 5 h6at: a v i,/��� ,.......• �'�\ a m 'i _m NIA N/A 8300JR 9 ofZ tordTsr�urotooyDRAS /yyry "lilt� N aO J ROSOWSKf c 08/29/11"..aer. Data: RovC N'f )Leo 160075 .ti ss J R}SOWSKI 4&119117 NO CHANGES THIS SHEET. IFLCERT.6FAttrii.e ze2sd TABLE 6A Mullion capacilty OpO"Ing 7 W1. 90 Vdidth(for rrtl P2nrd Millions) penIng H -hl(far ho ftsparring Wk. 1. Im 0 UP E. itoth 1wha --- R;;ran$llar Rwwwft 1IMPFIX-ro Iltwftbg- 4-- ---- �--% ft- -f- TT ,%- I d.O" TsLv-Iduw lx4x.125 tp.&w L-sdha 9 Uxdm Lo"M Ludna L-&w L'aft La-fin L-fru L-dm mm C13 Altun.Tub Mullion g z IZIJ3 140 171%Od .0 -4 Tv T T" i I I 1,T11fli I Lai �19 eG8 170,0 96 170.0 M 170.0 619 17to ilia 170A I-M-A U� IXO 621 ljoo 14W 170.0 821 145.0 1409 170.0 __[I 42 I� _L74LD 620 170.01 44S 170.0 744 1170.01 Me Mq - vma 6w 9-r.7 I= n 481n 170.0 1 .0 624 A 00 17MO W4 170,0 OR 170.0 630 170,0 It33 IMO W1 IM0 1275 1711L. 1 3 1393 17LO 60 1 - 1313 L70.0 W* X ODA I= 170.0 7W 137A C� 50.6251n 17XLO T47 I .0 W33 1 -0 M -�MS 17LO 7W 11-1.1 I= 1-10.0 758 1 1235 MO TW -L- P �70.0 170�O 1W 7%0 1195 1 .0 723 JW.I 1= 17110 T47 �74��6 9 LU IM, .0 W2 1154 170.0 ej--TT2 7�3-twl- IOMDA 1=2 W.2 556 1 0 Ila -11M 104A 11rA 170.0 W3 L37.2 150 mo 7iZ 84 In 170.0 707 U0.8 612 170.0 MO 691 170.0 !118 110 754 -f7-12"-21-1 il" -& = 1112 7901 100 IMI 702 71 126-1 702 625 100 125.1 1;6� .0 1 AT 1 .7 1042 IM.0 797 14Z"g U92 MIA 12 1 1 1042 1 T_!S 1112_L0C M8 W1 100-D IG(2 130-2 --- 5 744 131.0 M 100.0 892 IZIA 760 00.7 WMZ 114.8 7% -iW 70�4 TO 84.a On IQL0 744 5&7 M IMA 892 X Z 711 51.1 047 94A 711 170.0-T- - --- 8 Win T45 151 M 144A M 113A - 947 108.7 -7 "1 TWi 72� em %1 047 94.0 88 In IWA 047 709 137.6 047 IT14-od-7-A-TGmO- iiao 130.3 788 103.4 947 117.7 752 91,9 VI - --- LU 690 VT-Z- w a. -iTa- 84S W - 9 qZj e76 46.9 W- 76A 65S 40.5 04a M 652 4Z6 US T2.4 651 im,- 8-49 --IW7 0 nh, -i�� 0;T i'mT i�T-1,73-2 w-1-Z7 91.0 Ve M 2 -Xf ja MA 595 H. 19 .9 --- aj- Z-- 0---j ---w-;&-, -Fw--�,T W r-- lain -;15 5-Ta-_jW-7 WS W3 M IV-$ 6 7 T2 T M 1.1 -'E-- 63A SW 44.5 724 .3 On 54.3 -iv- --a.-r5-q -- 7 08=0 --E 33.4 a ---F 111.d 634 sq, 774 SC,, 62t 7G.2 724 e2.0 Ma 724 14A A .1 1 .4 60 3" 9.o 643 34.9 -- - a in T,16; iZ 44a -2 --W-:F4.e--!Z3--a 1 430 ;R7 54 7 W -iZ Ti a--;m--it-o- sz--To T-W4- 40.7-7 F_jW -5 -;;T 47A 458 As 4Z8 412 14.8 co M C> 23A 386 2D.6 1 08 126.6 380 ITS 474 _H2 376 427 47.8 478 4%7 6470 - 4t2 35A 476 U.5 8 34A 400 478 MC ----w Z-w--Zl- -41W SIA .395 2M 8 -�I­-ii'ST 377 1 34A 20.1 1 377 317 16.8 -iy-r 19.0 -7iis 41A ---- 330 25�2 ----Z- .14.4 Vr 117.1 304 w 1001n 40.3 3FF 335 21LO 377 30.0 30 Z?.4 371 24.0 LLI X - -3-5- a 9---_-r3-jA -j1-3- 232 357 24.4 309 2046 3W - -�74 48 CD Ili M 37.1 7 t-37 .0 X 12D h 293 21-11 24-5 E-4 W.1.7 18.3 3G -< 0 2�A) 0 1441. 17.0 lflM I'. 1es Et- q_-1 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: a, rs 9 81.5 T11. 191-Td,i I a 5z "o 411.017- 'no 00 4.T 1. -4 310 'us 70 70 1-11 47 70 70 7 "1. TU 21B 047 9.47 111,14 3 377 126.8 12[E24..4 is. I. 1.. ,7 TABLE6B It b"Cap-2 ZA CW-0- 3.6k C... tableFlud tmu FT (OP-)x UU'N ANCHOR CAP. WVEka- -TW-S&ft._jI V-Ej 19-85l;k. 01081w 0126t-d 9126tW PRODUCT REVISED A-1.,np. W%-Eboftadw VV Doo UMMM vlb� 3018FIC.Uft- 1/4'S3-Lab-m Aag.lrlda Uww, AweGkl S.-(GS)SC-M 5u (M USE THIS FORMULA TO OBTAIN THE'ANCHOR as complying with ills Florida Anchor ClIpPatterns r --il-M -rl-jal --- 0-3W CAPACITY REQUIRED*CORRESPONDING TO AN Building Code �2- 3-118- 2- 0.49- ACTUAL PRESSURE REQUIREME14T FOR THE NVA-No. 17-0630.01 I-VV • 1-us- i-vir Iw I.W I.3W I�V -TZ2-1b. --70-ft OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26120211 -4WI-b. -690 c, 1644 1b. 210 M. 23DMS 334 In -W -grlb.- 1120 ft CAPACITY(FROM THE TABLE).OF THE SELECTED 2 A=h- !.�7�MkL O.C.f Stmdwd 0 Met C41P(MV0.1 30 390 It. 740 its 374 n. ---- 60-r. -NfA A 682 1b. -----71A IN �A 580 MS 7410 It$ 9Z r-� - W - --W -13--T-p, --�ft MULLION,IT WILL Yi ELD A M INIMUM ANCHOR By NIA WA NIA NA 760 lb- WA A A A A 631�a M -irga_U CApACTTy WHICH MAY BE USED TO QUALIFY fflima=Pious"Control 7W r" Now$ -Imw 0 A.hm a I.w M� samiwd fa otheo rap 09-4� 743 It* ewtw 1wft 4 Amb-@;r Un-�,VI .tm= -ii6-- ADDITION WC. =9. 6MM. WA 76M AL ANCHOR OPTIONS FROM THE -F=-rn -EZ-1 M. 26321b. J-TO-22b� L* -6 AZW1i r U1.C.C.1(2)26 AMI.CrO I FU 1IT01b. WOW WA L ANCHOR CAPACITY 7ABLF- -N)A WA WA WA NIA WA WA WA I W u "A WA 290 On WA _t_3151W I q W�Z-Mtn.o.cj F�m teu� X 350 M 280 S 791b. -W N/AWA 70023 WA MIA A WA 380 Ila KfA, I VA I ROTE,FOR THE OFFSET CUP.USE THE SAME ANCHOR PATTERN AND ANUMUK VPJ-ur=S AS THE STANDARD CLIP- TABLE NOTES:. FIGURE 1: FIGURE 2: FIGURE 3: FtGi7FtE4-. FIGURE 8* FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2)L114EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0C -as 3)MULLION AND MULLION CLIPS SHOWN ARE NOT To SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23-HOLES No. 7• To BE DRILLED IN THE FELT)FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. a FIGURES: FIGURE& FIGURE 7: 4)ztx;STRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND mour-FiLLED� AC .I-�C 1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 0-90.WOOD SHALL BEPRESSURE-TREATEDYa .125' LOW . ATE SOUTHERN PINE WITH AN SO OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL L STUDS TO SEA MINIMUM GRADES3AND.046-THICK CIS GAUGE).STRUCTURAL STEELTO BEAT LEAST.126THICK " 10NAL'e 111'`,N 'AND A36-ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910& 1'X4XA25' A�LiGMILLA6.E. - ANGLE CLIP(FIGURES SM)MUST BE USED IN PAIRS, 'AND ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 Mull Length �. z c • C a trl �i°�a r • m to n rn PS : m ig I 8; f� • ' m e •' `�' n m m .. 1 o y 4 •. •, MO n cepkily :C • O 3®®z y', v ar m - o 0 o m P. o 0 o e zs T N 'o ° !� o N ww A Anehrc a paanr y • G m a s n o p 2 SF N g S' p .. 3 >n $ Required(Iba) C. w cepdlY R 1 o' M a N p p$$$o$ m �+ G a �b " N n�i Lf 3 7n pwlwired(bs)I" u N o •-" m 9 Q Q 1? m N $ >e m a a - W �twcapectry 6 c • c H a o o m o n N piety N • • • _o F3 �o9§89)v� H m N g o a b o 0 o b b b ` MDOM I B• • • na a--e- gya 0�. v );w w >R E 9 1 s Li Y 2 E RAlwho.d P. )h c MWIM • • ms'5�� aa N N W b b Pile" $� • • • Z i5 � Oi � N ± � m m o ± j � AarhW CapaUly m � • • -^ g>s> $>e a s m N g m N b ' Pbar^21Wim �" o C O x u m m m m m m m n Re tl ftVd VIM) • • m r a Er - a=�� m�^� ws� 3 w e m b b b b �t�capam" N _ a • e A �a$a$$aa��m � o a E N 3 Y .tn >n v g efMQ dG( cuy • •m x g a m N B f8 u 0. e o 0 0 0 o MWlmtcepa.W a a Z��voa NNE o vnaa�$>a b > a m o 0 0 o m lminl c Achor Capaeay Re�P.) . g=r�7 o 299 7 o a f � i; M,dlim r pad" p p N�N��rn Z Z G ZRM 2$$a A g >,3�&'•'7` W e � w 6i o 'mc m y N m fpn o m S• z m N-•• ,. p .• a Ia q k� Anchcr Cyxiclh 255 -1 O m D> N x 0 m•^ NEl--.1# : e 9 S S j y m Required Pbu) m o a v err... ^'10 1,171,71, 0 Nmcozonz m 5 m- o g b w g & w ffi o PAC parity D�ccicr �m �m°z o m u $ s, rr o o m o � Omm „mn m nNic >®>� >��A� s w Aaplhm " �O� N 00q b� '" m N r r i y o p A m m $ o o m N Z MuNm Capeelly ['ay m�V'NO�`F yr2 m �� '• sqa9' W n u x b b b b �'� BA ip N00 Zn0 DD D��A D-0'p K H •` Arcrcf.Cepatl" li w r m x g� 3 �J. 13� "a ti m o P.M.d Vbs) o weyi ''�z8o o Z c me _0. D;A T. p F y e N w 1 O $ MwOa Wpnclh yw �mc3 �•^Z i '-� a�s '�> R'yY q u to m a . . a o a e o b Own p Dy r^ ti `w S,o } _� g� gg AnchorC pedry �m b n o gg ei 5 �•.' R red 6n ` D>DDDD D ro y 2 2 g Mullion tmpxih u3 �Ocy7 Q �m aaa a aaffr;r.. �8 o b N b S q .io° 0 7 7 PyaBr1) o C)o•D o g m _ a Rehm Capaeity a 1 m� � z� o z _ oI� tig ,'� s Rawwdoba) 0 D�i O K 3 Q O a s °i Q U m � o m MWlm Capacity y S �_�• y� ng�C Z obi �� ��II$� '�$.� rn N m � � O O R CC zo � � � � ReegAmd Qpbs) ms 's � o � 6OWMM ty p�mgg N N m yN '0 z m 0 rn~m - n m N MuNen Copan h s' ro cxn N"' z C b m b w `A a m b b e a b PosMu) �. x..tnrDmL_cD x r �~I o ? Z x 0 . o N m b a & S �' m m MWlon capaaxy OWM po c g 9 Ancho as x D z-M p m Y'n D 2 F 0 F, H 1 1 � E & o m - V RegWred(roa)" m w P x N p m z A d a q �'4 Iw m o "al.Capedty s 'oom -i� rnmSm�O Cg Qr, ~N u n n Ce'�C"m 1 N m N 8i X U N 1; 9 G tfi 3 ' Raegwtad(Ibs a'o A 0 —FnT k Z UR N " m p -MUZA O z pOp cy x��N 10p� 0 3 Ex 't -I m� 2�! ?� mn0 ..,.p'" r�- Qom;^y Z OZ • e C) COPYRIGHT02017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED M�D'A IMPACT-RESISTANT ALUMINUM TUBE MULLIONS Descrlpuon n� N n�,= g N o ' i X 4 X.375 WILL SPECS 7S 2• y I w w N Sa as Smb Ng N Dzwo. BheeC O p:n'/I-•'• 11�� c ,om N/A NIA 6300JR 11 at 2 ra7D TFd MO106!DME m /•y ♦ 0 2wn By. Date: Checked BY Dale: Rar. M VINICE,pi.J4275 0 J ROSOWSKI 08/29/11 C (041)40-16W yr+rnntt`�� - u RaV.O aa: Ra�aloa: J R6SOWSKI 06J19(17 NO CHANGES THIS SHEET, cLceRr.DFAurH.tt2sze0 TABLE 8A le " Mullion Capacity Table Plogfiel A?� Opening Width(fbrwigm4 periNngmtgorls)or Opantng Height(for hodmnW%-sparlrWng miMolls) 6' 50lit 60In 70 in 801n Bo In 1001a tZD In 140 In ISO In 1.26"Y RaemngNar TreWTAanB Ractmgtd-. TrapfTdatV. Rectsngulor Twm-m• Reet 0dar TI WTdan& R®aL4nrPd9r Ttap7TAarg. Reelangular TraplTdang RclangWer 7aWfAm& RaaOmBNr TAW 09 RectmgtFar TmplO�g. 5 t Lwdrg Wad-0 L ding laadng lnedrg Lmft L.-AftIuadno Waling Loading Loadrg Loading Loadig Loa&.9 L-ding Laadim Loed'n0 Lmdirp u� 3.188"= .-x u 265"Alum a, �' d Tuba Mull as a8 a�, �� w � ea s o 8Q 3� .�_� 8� 8 � 8� g 8@' 8 5�' S aR 8� $ 9e 3 8 a �' a �� Is 9� 91 �� <$ I Icta �� �t �� 12 yyc s� "I "I �a �� �@@ �B �� gg � �jq¢�� �G N�� �c ¢ K QR 6� �c C 2 i 2c 3eE Sc �c d �c d Sc K �c O LU /2 to 170.0 620 170.0 435 170.0 744 170.0 479 170.0 885 170.0 508 t70.0 992 170.0 618 170.0 1116 172-B G21 170.0 1240 170.0 521 170.0 UU 170.0 621 170.0 1735 M.0 521 151A 1769 170.0 521 W -.1 = K N 461n 170.0 TW 170,0 524 170.0 650 170.0 SM 1740 992 170.0 630 170.0 1133 170.0 661 17g.0 1275 1709 6T7 170.0 1417 '"'a 680 151.8 15M 170.0 880 132.7 1546 170.0 980 116,1 1548 170.0 680 rn 50.625 in 170.0 747 170.D 03 170.0 996 170.0 631 170.0 1046 170.0 GM 170.0 1195 170.0 7r3 Van 1345 170.0 747 167.0 1468 170.0 756 1392 1460 170.0 756 1193 1468 170.0 756 104.4 UM 170.0 756 �" � D_� W C, 64m 170.0 797 170.0 612 170.0 959 170-0 691 170.01 1116 1 1740 764 170.0 1275 17UD 803 1831 1376 170.0 837 1499 1376 170.D 356 1223 13761 170.01 8131 104.8 1378 t70.0 861 91.7 1378 170.0 1 661 1 I ¢ m 17 O 03 min 1709 an 170.0 701 170.0 1093 170.0 787 15&9 1158 17MO 878 139.0, 115a 16TA 930 123.6 115E 156.E 919 1112 1158 150.0 912 M'r 1159 144.8 005 79A 1158 144.6 905 98.5 1156 144.11 905 F W p 0 631n 170.0 930 17U 745 1BMI 1051 170.0 850 1372 1D51 155.9 862 12MI 1061 142-0 848 109.7 1051 1323 837 95.1 1051 US.? B30 80.1 r051 119B a22 8&e I= 119.1 621 6D.0 1051 119.1 W C1 rL � ZQ S r 69In 167.1 067 170.0 789 139.3 957 151.9 605 118.{ 857 1340 790 104.4 857 121.E 777 82.8 857 112.8 767 818 067 108.6 T59 69.g 957 1g0.0 750 60.7 %7. e&9 746 522 957 98.8 718 ? Z J o 9 ssseU e 721n 128.7 604 1352 698 107.3 404 1162 604 91.9 801 101.3 671 80.4 am 91.4 WO 71.5 W4 84.1 M 64.4 Bpl 78.5 64T 63.8 804 723 633 460 $04 69.8 629 402 804 69.6 628 W PC 7€ $ •e0 J �° d ,3 75 In ID9.4 722 1%4 630 912 722 972 619 782 722 853 808 68.4 722 76.7 U96 60.5 722 7&3 See 64.7 722 65A 580 4&5 722 69.5 W0 39.1 722 563 SM 34.2 722 662 56f m -1 a zZ (D .^ 761n 1012 685 105.8 600 84A 685 89.8 588 723 885 763 577 83-7 68S 7D.5 S88 662 B85 64.5 556 50.6 685 60.1 653 422 eefi 64.3 643 36.2 6a5 51.4 53T 31.6 665 50.7 S76 1.- N 90 t1 0.9 615ff 4.9 615 67.5 44a 4TA 515 50.1 441 412 515 44.7 434 389 515 40.6 12B 33.0 619 37A 422 275 515 33.1 413 234 515 30S 407 20.6 515 29.1 404 z Q X N BGb 6LJ IS3 .3 4S3 47.1. 397 36.6 463 41.0 391 339 453 36A 385 302 453 33.0 379 272 453 30.4 3T4 226 453 2&e 3� 19.4 153 24.9 380 17.0 Im ae 356 loam 3B.1 3581A 356 326 318 27.2 356 28.4 313 232 358 25.2 308 212 358 a7 -104 19.1 360 2AS 300 159 355 1&0 293 nILI 111 m 35.1 ma .9 338 ?0-1 301 25.1338 2&1 297 220 338 7]2 2&7 195 Sag 20.9 289 17.8 338 tg.1 T85 xIn In 27.8 29032 290 238 260 199 290 20.6 258 17A 2m /82 253 15.4 290 1&4 249 )oow 144In1&1 2111 (0 aB� `rTTABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: ad;~AnchorCepacity Table lbs) ANCHOR CAP. , , O$ r� SuaeInd. 27t caerde 35tcm. Mao cMu FN cmu PTwmd metal (DP_)X( �>=ANCHORCAP_ ' 12-�VrVlr 5'0 vd•'ISEIca5nr9co thrSSEeo 01061ed #12s1m1 +msty MULLIONCAP.,�„ PRODUCT REVISED AMW Type 3'1r Oct,Wracm 64•Et03/10-EI-UOmm Br FJcoUmMm AnchorClip Pallams m A9yeGdIo, Ulmm AggrerMu Scm(m Scm4(c57 screr(GS) USE THIS FORMULA TO OBTAIN THE°ANCHOR as comp In with tho Florida EO]C 171xtarce pot r 2-vz 1• ir r 2-vz' 1• 2•+rr r 3-W 2• D.48• asr DMIV CAPACITY REQUIRED°CORRESPONDING TO AN Building CCoodda Eritiednent 1a4• 1a�C 15i4• 1•va• 1-v4• 1•va• �1-vr 1-va• /•vr r 1aa• lsir rya ACTUAL PRESSURE REQUIREMENT FOR THENOA-No. 17-0630.01 zAncrors®477 BVA G.edslama0ao>aelap pag lk M03n amm dim lie 4nxs aM 2B6 mT 95a BM 7a0 itH s74lns 65ros Safiue sit us aaz nlT 56g� OPENING,WHENRIS LOWER THAN THE MUWON F-7rptration Oate 05/26i2021 4Arcaat0l-1S rdin O.G lStat103r0(y l%6el)Ckq pTn 2F 480 ms 7D]98 WA 7A N!A WA NIA WA IOA 6B21Dt e&S im ri2o ms CAPACITY(FROM THE TABLE)OF7HE S4AmrM@ 7 MOL G.C.f 2*Angi-UP17p9g4 760 ma 780IDS 680®e 3ms 640 m5 as0lie NIA 760Ibs 745 mJ e8om6 t892 D7 sa2W MDs 112D08 MUWON.IT WILL YIELD A MINIMUM ANCHOR By 0.45•Nin.O.F/U-0Np,tr80.12s NUm 0'g 4t WA WA WA !A N!A WA WA WA N/A WA WA N/A WA 14308c CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0ad roduct onWl 1ArcndrrFMpftfjj 195W 19518 275 1� 1J5 MMS tag Os rr70fs 370Its 187 mx S32IM 4731s 170Es 221 Im ?B06x ADDITIONAL ANCHOR OPTIONS FROM THE Mt"F1.16`MIA o.CI f g 6T 2,m ms 3mms NIAA N/A 1BO gs NIA - WA N:A NIA N1A 9d1 m9 442 ma hH3 Cs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I: FIGURE2: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION e ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \+T 111111f 1777! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ���aO ......... FIGURE 3: 3.188• :��.. t,\CENS',•;�(( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE Q-: ••.fn� CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �.: No.58705 ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2W _ •: IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ��0 S �;•40 FIGURE 4: FIGURE 5: FIGURE S. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55 ALUMINUM SHALL BE '� �� 6063-T5AND BEA MINIMUM OF.125 THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND s•'• OR ,••'G�C�� 045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125°THICK AND A36,ALL 1.25•X 3.188'X 265•MULLION �i�&. . _ EN IDP • • .ANCHORS INTO METL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-114'VF MUWON) A/77T MAL 1 T tTTtl #10&012 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410&S. A LYNN MILLER,P.E. FL P.E.#58705 1 i TABLE 9Aa, Willon Capacity Table(lbeire) a 4 u Opening Width(forwrt30altrsparaeng nugens)or Opening Height(forhorizonta6Y-4parang mtlgors) 4,r Gt 601n wl1 7014 sob BON NO IS 120 in 1401n 16D 01 Redmwlar TmplWnG, Reuwwhr Traprrdsoq, Roetmg�dar Ta#Mng. Rmlanggear ngvT0m0 Reel."' rmplTda"'. RcaWauwr TraprOtmg. R9etar10WaI 7 O 1,X X 32d yu Wfiana. Reot4&.g T L..di n4 Reo140Gular T L..ftng. X.100 �� CoaAnB L4adna t.Ww.y Laad180 LovdwO tnadn0 Lcadwg 1pading Loao7nG lnad9,g LaadwO Lopdbq Lcodlnq La941ng Loading Lmdhq LaadnO Alum.TubaTHIN ggg. _� +3MI � r �g � �' U t5� A aL 11 Th1h 421n f70,0 620 1740 43S tree 744 free 478 170.0 GAS ; 608 Irmo 092 1740 $19 11" 1176 1700 521 157.3 111e 17MO 521 127.7 1148 170.0 521 109.5 1110 170.0 521 95B ill$ True 62, a � w w 48 in 170.0 708 170.0 524 1740 eSD 1T00 584 167.E 978 1m.0 630 7487 978 17¢0 681 1301 870 17D.0 97T 1R,3 978 T700 880 p7.e 978 170.0 D80 038 918 i70,0 880 7¢3 076 t740 880 50.eZS 01 1740 W 1740 503 170A ON 170.0 831 150.7 927 170,0 604 13LS VT 16B5 708 1t72 W 459.f AGO 10&6 027 tb&3 6W 8T3 927 ib&3 895 73.4 927 1503 05 HS,9 S27 f5&3 606 w 64M 170.0 707 1700 612 754B NO 170.0 891 1325 80 163.8 633 115.0 B69 141.8 BOB IMe ASS 134.0 S60 SW 869 129.E 864 T7,3 60 12&0 02 66.2 060 12& 052 57.9 BAH t2&0 652 60 to 1432 746 169 834 fi44 748 1323 820 1023 746 117.e 808 88.5 740 W79 699 79.8 748 101.0 692 71.8 740 68-8 687 60.7 78S 913 663 512 748 83,3 583 44.8 748 933 d83 a LO O C77 031n 123.7 671 132.0 AM 103.1 077 1132 Ra 09.4 AT? 100.4 05 77.3 677 01.4 US 63.7 677 85.2 539 61.9 077 81.0 B34 51.e 677 77.0 520 44.2 977 76.7 6" 30.1 677 76,7 520 TO Q)65h 107,E 617 114A 630 a&T 617 Or.$ 519 76.9 617 0&0 500 67,3 Oil 78.3 BOO $9.0 817 728 494 5%3 817 68.7 409 44A 617 64.4 403 38.4 all 63,7 4a2 338 817 63,1 482 z 72h 82A 510 87.1 460 8¢i 518 742 440 60.2 BIG 652 432 Sta $10 68.8 4W ASA 510 64.2 419 41.4 618 607 414 34.6 510 49.0 403 29.01 518 45.0 405 25.9 610 4&0 405 2 z CO m E 76 in 70A 465 717 4OG SB7 465 S20 338 60.3 405 S49 300 44,1 465 49.4 304 332 465 45.3 378 35.2 4O5 422 374 244 465 3&3 367 1 25,2 406 3&5 3W 220 466 392 363 J p s 7821 652 491 800 $38U71K3 Mf bT.T 370 d8.6 d4S S08 37Z 4¢& 4dt d5A 366 363 44f 4f.8 380 928 44t 3&7 356 272 441 948 34q 23.3 4d1 33,! 348 2¢4 441 327 346 a u XZ LIO42.4 332 433 332 314 209 30.9 322 323 284 20.5 332 28.8 280 23.6 332 28.1 278 21.2 332 24A 272 17.7 '332 21.3 260 18.2 332 19.6 262 13.3 332 10.7 260 a 56.0 291 35,D 291 30.9 268 25.9 291 2&d 252 2f.9 24/ 235 2A8 f9.4 291 213 2d8 !lb 29! 79.5 2dt i4.8 29t SLt 238 t23 291 i&8 232 Z Q 24.8 230 2&1 230 2f.1 205 17.5 230 1&3 20t 15,1 2001B2 t98XZ 22,6 210 2&1 tie iq.4 10d iq2 216 1&B im I4.T 270 14.D t9R a- (j? f(}S�q Na 17.9 181 f&2 170 14.9 181 15.3 167 c W N 61 a o (7 X Cf) rn N U Q 1 a n..." z TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor ca acity Tahiti bs) o .�'� SAW. z7kCOm3:10 3.5kconc. HtR--C6w PAted6AtV PTMd Mewl { ) (ANCHOR CAP.:,-)3 ANCHOR CAP.,a, U � a d•��� 5H6'EUx i/4'98 Elea SItB'6wo 174.6s Et40 pul 51ee1 O123tee1 81261ed DR- X`MULLION CAP.,.a„ /a Am7oXTypo: 31f6•�c0UO0can t/4'EbaUltrman 3l16'eaowmaan usElooDlncon PRODUCT REVISED Anchor CLIP Patterns t9tmoon A9meaalcr t flr m ACMeOotor Screw(G5)6r4Cf7IG5) Scrav(G57 USE THIS FORMULA TO OBTAIN THE ANCHOR as eamplying with the Florida Elbe anten4e tint P 2-172' t• 211r 3176" 1' 2-U2• t• 2.11x' 2' 3-(!6" 2• 8.46• o.5a• 0.324' CAPACITY REQUIRED"CORRESPONDING T4 AN gui(d(ng Carlo ' F.m1>9lmdnt pn7 144- I-W4• 1+Y4• i+O41 r 1.114' 1-114• i-iw 1-114' 1414' !-V4• 2- t318" 11w ladca ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Ancaam O 4.W M&OF,I alendbd a Ot601 alp(Fig.t)39023 390 6n 450Ibe BOO ws 1644 ma 270Ibs 200 tha 354 irs 740 Hu 374 ft W4 fts Ste Ies 91 Z. 442 MS BAD We OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andwmt LIV M4 0.0.IStandaN(orON41)aip(Mg.21 48D%I- TOR On WA WA NIA WA 38016a NIA WA WA WA NA 682 roe 685Rib 1120&s CAPACITY{FROM THE TABLE)OF THE SELECTED P.7SPirol3an Oat 512612021 4 An.,11 3'M&CO..G.1(212rS Angie Clps i(Flg-3t 780,yg 7801bs 68D lbs 1660ib4 1896 lbs 6401es AGO 1. WA T89 a v 748lbb am%. 1842an 682 ar3 US lb. 1720 Es MULLION.IT WILL YIELD A MINIMUM ANCHOR 11 '.. 3 Ans1taa 8]054'Min.O-C.7 V�Gip,bto.100'Alum.(FIG.4j NIA WA WA WA WA WA WA NIA NU NIA NIA WA WA NIA 0501h3 CAPACITY WHICH MAY BE USED TO QUALIFY NLni ' Product Con of i Archar/FCp 6'7B.5j 19687s t93 an 225ms 4454. 6720n !35'ba 1409. 177frs 1 37016s 1S703 332ibb 473 gts t70ws 211 th 230 tea ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anal- L15"Mat O.OJ FOlp(Fig.et 240aa 3501ba WA WA WA WA ISO Z. WA NIA WA MIA WA 3/1163 M2Ih5 SBO lb. gNC(IORCAPACITYTABLE, FIGURE 1: FIGURE 2. TABLE NOTES: t 250" 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® . ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION,BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, t(111 171/ FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALP.FOR EXACT DIMENSIONS,SEE ti�A 4NY�YNN - 3.25V 3.25vw ^�+.• h1V ANGLE SHEETS 21-23.HOLES 7'O HE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `� t,10ENSF'•, i CLIP MUST SHOWN ON SHEETS 2I-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q • N PAIRS.USEDBE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 7}Y• Na.587Q$ '; �.' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL SE g FIGURE 4: FIGURE 5: FIGURE B: -"A �CfQr.: 1083-TS AND BE A MINIMUM OF ACT THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND %O'• A-(E Y .045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ,tp0" ,100• ,(Q . • M ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1,26"X 3,25"X AOT 125"X 3.25-X.100" ,��� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MUW Ot4 FOR '77;_�/OIINALty1��•f � FIE-D•MULLED UNITS FACTORY-MULLED UNITS A.LYN 2 M111Itt11IP.E, FL P.E.#R 58706 .d D UuOlon Length Fn m mm m ® m - _ - y w ®� o e o Mallon Capacay a D N g : m Qhc ILm m 'f'0 Xi m = m g g S e s m 7 v n IS RegquuM Ob,) m O n o b m s P o Pys caachy � � e o Mdmreap,ea y m RaqutrH P.) 5 O o - u a a, u e - o o e a NuNcn Cepacey P Mch CePacay aqu d' g P Q m�m gw m R m S a e ;ed e m S m _ & Rhad C • a Cs m >S a M.W Caway d m �9ss'9� ° a e e S Regmaa�a) �pe D Em • � • N �&n�8 O k p N b m � iSn � b u b uoer o o e 6 � � wbecap.&I $� Md.C,Patlty .3 . • - - RegL&d(m,) o • y ffQ y Multlan Cgacay -r 6 nn s a y n 9 u m > in n N + e e ' e 6 6 a Pfltr) 6 •m g i° n 8 $ H kR d o nwabncaPacay a `K`c yn v O c m - !p McAcr Capadry t9 1 C_e3= ryC c5 n = m C /a Regalmd Qha) a D' 0.)N.w. s 0e- 1 $ 9 D R g$ v .-ae N == G c MuPwn czpaeay �O mOC Om b � C zN !: "' o b - e b b o (mom C z rm r -i 77 m {yn O m m Meh.rCePaeay g m N A O to N N A = py > > >a'r% uG t3 's i' c �l 'u' CI 6 Ragw.d Qea) 3� Z CF�tt z+Z c li ° G C -_ ER.,Ml m B w'' R..%T"y m 'o y N N c P G tr C W G b 6 6 Vs� ym�g �z y�c o zA It�9u13[�iN oN� � �' w°z o -mid �yzzzi v u a w v y o o o (mam�Ca��y s v D�COFmr Tm0 m bC DSD • c - Y Mceor CapacaY gm' ,'° OpQ •noo(7= �A y T� a ' $ a o g a m — Requimlpm> -7 c o X m F °a z a o o r N g ff..rr r o tuiT c,padly „ r '¢ Na n u m •�. m Pa G'' e e .� G�° 8 � B'�"y .o 'e c f�a�7 H N�ms���,ff771�a =iAz7 4� ,�, �c W a s e g c Requ,edpb,�r _ f~n P y Z COc fTi Z_Z a g D a D o C N P�1 - A o Y � -j MuIOPn Cap,dry r 5 �w0MEN-i mmOZ GZi N „e Xp� b. b� m '.tee.. 'aWN. e e 919 c 9 mC ° 6i -'m 5 p �? a paaay Ji N n 1 N a A CD-7 �-aN17 n ;y3 r S� C.S: R m E' '�Ir 9 J `di $i Yi McA Co p w O F(n 6 A at Q Raqutrrd ob.) A'•0�i rA+O p O'^ RAJ N'Y .g p a G G G - - S Mdior Capaciy p N y a�j�y -i(7� g�O '+ y 9 A D ir D - SAS 1: - n m o °� H `8' Rngulled(165) i0i R Wb,CePacuy m�-72 �p�O m20 O Nf Y' Rl�� Pw is w o OacRla) zS>C 3 N S o I„' 6' 9 9 9 z L S - 9 R Me)roz Cepaeiry „� o Z 3 9 9= OO�D p O $ e..r, �. a II .� 8 $ �j 9 Ni E Raquead(@a) oC)_Q r DD�J °r m Z o oM`ulli�on Capactyy G ,Lm'ti yyNN yn z Y31 ga Rz Y b o b a b (.4) w Hui .49 o � t39D9�9W��� $ � o � � g � g � m � � w RMa�teejrojay Z m 1 J Malaefl Ce m g om� I I Z �e t Pacer g a ... a H 0 a - a m k,' McA,r Capacay m . w - �I - •� Raqulmd Ph) T N + a e _ - Op„ (x(.�� 2,2 D F>Z C R7 B9 = $ g. S F >y e o 'u' y g e e Mgtcapaeay s' �Zq p 6 a rugu5.e{Ibc) e -R X MulPw Capacey y - za ID3gm° rS g n a c W o a b b (m,m) a y 4—� 0Zi�3gcca o o s R N a nq�eapro.ia' A gg<-fi 5 (ZZ A pDmm65 V D mD Ao c o�N m> 3 °C CZx N jjOEO�IRzm I" O ax 4 •-dCNA OSZ Op .. ?A \,``�o�a I I*y,yr.,y d Q a ^ r" 5 A o °m9123 '- •,,��`��pp ' COPYRIGHT®2g17 PGT INDUSTRIES.INC. ALL RIGHTS RESERVED Z rw ' 3 i° IMPACT-RESISTANT ALUMINUM TUBE MULLIONS D•,a is = m Dcs°IP6Pn; 1.25 X 3.25 X.624 MULL SPECS o %in 7 `, a N t'r N Sadea: scale:I aewxrB Ro. sneer =C NIA N/A 6300JR 14 a 25 1070 TMAVL0°Y DPW in C ° D—Rri Da l 6y. Data: R YErCGJn FL 34275 F�.""""• J ROSOWSKI 08/29/11 av: K C (a4y) yip ,,'i WON .a ° J R6SOWSKI D 06/19/17 NO CHANGES THIS SHEET. r1 cERT.DFnurH.p 28�e MtAllen Length n Fn C • A y S E a o e - S S 5, S to m P w ®g®� C� SP m w%,Cap.cay a D a v uPi N '6o o e io e 6 o b Ohm e Anchor C.Poehy Recuh.d 0.) st po �`' " ,Y., W Mumon CaPacdg S• m e W in c b c 6 b 6 c c c c Owe) N e � � Anchor Capacay • 3�o�d� o � .m°. e� w `� `� � � `� R H � � fla quu.d Qb.) 7 O a��4 4 ,,, � yAul&n LaPechy A • m 9 is o m Anchor capably nRegvmdObs) k $ y .:}`•.9.9,N L4 A° a' e M m e o v R1u1Gon CPPaeilY � 5' T • T r4 N 4 e o coo o e b Qb.m'I �• z Anenor Cvp.Nty � m ® m e > m coopP=zAyZ°<P~PlAc'_hu"jJ1)•�=°OZ3�m°--�vr�2=°mii��-=c°CO®ry.m1Gi((°'ippF"�y'mHt g°m32 F-o�Fp°mbn�i{mT�sm mOogZTm2nDZm3 AO�'-Fp"°v Zm�8C�-0I i N�(�m(OT/vO=°9�g7�NJ CFyO•n=�Z=f pmCmlr3C�) 2y wr am C-mT6FYZ�r�in j��r�C°°mN•1�yQnd c rz�zOZ45O'�Omggo� o�m�•N°LL�F•zON`'Nf=-"pnZNi Oxt-o•1n n 1 Z°•• o �DszApgam ��-VL'y'N�o!a'C tW"ioo',Ja e�t i eE wGoM>U}RtlP�'f^�m C�W>a R PLN�•'ch.�CHaa°Cim,l 9''n a'9aW',�om-'eg9,o•o ooamIo"a—��i'Now:'u,.m PW n�o ga$aH-�uW'�m,,rb''syy9 ed$aoeti m oNe Pa"e Nffi�ban ofeeo S H 0o�ao-$e�b'�'Nob'a2b,b 6'gmo�oo'e3 oNpSm.be,o'e�osso�b ma'm o o�a$o'bY�a�om~ot NH A�m e,+>b e a0b$o�eo'0 Sb'b'obe�1o)-wb 3 R QQMQA.PMMbbQbMQegRnPbv.bc.ughneeAcu/emesmlanhRhg;Rl/liQ�enlemI'mPrnm��a)Fldrnr J)C o)or..) N MuWCapacpb aa ha a dNy ko W ee e H B herapay 7; � Y MaliCcUy Pa a ) ye CD�m Qb.m Aehercep..v y IR R.gnd Obv) lt ry y y y e_�6gm �CK64r�emv�g €6`If kCePaeyLAnhoC.paca Y md Qb.) $ SZ . MIII GeegY m r ' o,Z ARa, dCOb.) E•bryd'5'-ap• +. ' I csmoss5 5 5' •s � , . , s MeaC.Pamy C) yyONo m ehy mz4°� a mu ra 3nRam.dy T O ZNp a� MuBw Cepacgxm- C3mg T mm A a oOn)°r ON & 11 .P. Y a aq4dQEe) °nO " E. C• N m Z y CPcy 4 NZ ryD� 0D p R.qundAba) O 0) Qb,d)Dm (on D AnchorCEPad Z N m $ R5c-,—.vy F, °"Za or ""ly�°p Mh¢nd pba)NooS NZm MPn GeaoY GO c e In 4 u c 4 9 z A d Mahorc.pcdy Rsp:d Da) M.h.C.pehcoe F° 0 L i o §v2§I 1 9 ,o Zem m m e m 0 g30N -av Ohm) Aehcr CaaNIY_ P D Z °o°o0z n Rq..dP,) R ; D 4 O1 Cpufy _ o c Achor 7o - o m RoamedLemp.dy z au �4o MOTG, j mmO0cvZA oy•! zN oo`���z�y lg H°nm ZZ mpC) 2 z c C og Z fr cS.� 0 O •A a c� 't'l 3 s6So r�'• 'yam e °109 C COPYRIGHT©2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED vz2;o D ? n; v g�.4 nta: in$D;� m m.- v o° IMPACT-RESISTANT ALUMINUM TUBE MULLIONS r:o z: a c a f. Desc ptlart c N `I �C 1.25X3.94X.624 MULL SPECS O g y senea: smle; Drawm9 No. 9Yeeb m Cjtn m m N/A N/A 6300JR 15 or 25 )Dyo tecHNDLo�r OW to � •• •.. 7 ��� o Drown By: Dm.: Clacked By: De:a: R.r. N.AMC&FL 34275 'y,�R �# �•g a" N o J ROSOWSKI 08/29/11 C (941) rao Ysan yyYllllll)j11 � .� `� y ReAv. ate: SOWSKI O6/19/17 N D RONO Cabn: J HANGES THIS SHEET. FLcSRr.oFAurRrszB2Be TABLE12A Mullion CO Kv Table((bWW) ccip-mula ifamerd ng aullow-mm) uning H (for maons) isol. Gab Sol. 70 in gain ISO 1. 120 in 140�1 Rdww T.0 mg Tivad.'e, Rw-i2w T-Wdft* Twawv� Traoliftv. Rwwobl TMVTftTg. -rcaxl. mdw. 7-1,111tarka. lt-t-w`w lrw'wril.e. 8 Lm"o L-fiv LAOft L-ft Uaftg 1-&G W-dw- L-w-d-9 L-dbq L-*S L-aft L-dV L.-Ing L-Aw Loadna 2X4XIS Lw4m .1 A, Atuva.Tub Z. p a. lk 11 - i3 a- 9 Mullion IN C4 a "' 0 C3 CID LU ff z i19- 17D.0 Ilia 110.0 521 Ing 1240 170.0 &H 170.0 1735 170.0 521 170X 19113 LU Seg IMO 992 tiki 1170.011461 42 In MA 620 IT101 435 17GA 7" 17UD 478 170.0 80 1744 -J (n 17mo We IM.0 ISM 170.0 S60 170.0 2ZS7 170.01 1 W T7-00-iiT YE 103 14M.0 G&I 1"4 il 170.0 GUNO 1 0 f700 - 48 in I . 7 ITMO 524 1704 WO IVA - 1-7,10- - - I - Ina IM 170.0 756 171XQ 220MM 111)0 75MG M IVIA IUS 17OZ 747 178-0 IASI IXIA 758 _a _170-0 756 -1 I_ - age 1-0 1016 17U 1700 1195 iMG - - Lij a--" -F� I X SIT T?-u.c 2231 Ina a6i 170.0 2550 1".0 "'1 64 In 170.0 M 170.0 612 170.0 9% IX0 691 170A 116 1710 754 170.0 t276 170-0 BM IT010 170.0 a37 1 .0 11594 170.0 850 1 a 791� 03 --- l7o.0 ITII 17MO Im3 170,0 2125 170.0 100 fOX 2479 I7DX 1063 ISMS -2SW-f70.0-�O-ST CID 170.0 170A -call Ingi �7uo 1003�--MD 797 170,0 1240 17" M IMA M7 170-0 i7l.0 1594 17111 896 --i------ DID VMS 1408 11,04 1160 IM7 2553 170A i"I U&S, 2513��70X 1171 Z li3g 0 119 170.0 aso 1 .0 130 Ing I a -ii�i"74T -TT0-15- 114.0-Tm--1-7-az W I 1 0 2-2 17MO Z231 .17MG 70.0 ISM 170A 1086 IMO 1763 170.0 1155 170.0 190 17CLO We 170.6 170�0 1275 181.9 2437 170.0 1226 =9 2437_L70-0 129a - t7oX tIbS 77TO 9MM 170.0 13 170A 1002 1 -- - U) 11 In IMI 1 170.0 789 - 2104 170.0 1 t092 2184 170.0 ISM 17910 1275 17gX 10m 170A -i7l).O 1126 170A 700 1700 1220 170-0 170.0 1053 1 .0 - 17110 1913 - 1315 7*0 2,21 EfIM0 '1: 1419 21" 170,1 14U 124.8-- - 61 c 72 1� z 170 0 IZD9 1700 1794 170.6 I= IS&I 1960 Tm un 4 1258 1960 isis 160 ium low Tai o TsTs SZ9 ISM isz? 1631 M b -�7-00 937 1700 1346 17QO CSS 1700_LW8 - - -BSS �Sffl -1� 1454 1651 110.0 1474 117A laal je&I ma 114.5 1901 147.3 1473 982 INI IZgX ---- -J ZZ: a SIX 1151 IX0 W? j7uX 1381 -Me Ilia 110.0 jail t7o.0 125D Il%X 1042 IMO 13 Y527 -is--iv-S Tm--�-260-;,-m'WI-8--�2-13 11-79 -;;,4 -�3-gg-Tj�j-T,-62 -SaW-Tiau-To-is Tu-7 -F47 Tm--i;-a 1122 63.9 1390 BW 1105 S" 1353 70-9 Iggg 7&-0-i-lM -T4Ti 0-iIt 1390 D Z SIGN 1711.E M T ----W-�=- --T -;'-S -VIS I= n7 IMS MA 1010 2 IM Im co In b 147A IZ29 .16 Sea 057 -WIT, 4 1 W 49.0 ic)go IMt, 103.5 071 TO S-.-$- M3 971 89A 962 74-0 -1 -'7i-.2--iiS-1141L 071 A WT 67.5 911 61.5 82S SIX 971 565 796 370 071 440 M :W-4--FT w-7TI 819 SSA 919 Sig 4ag ?S4 5&0 Big 55.7 -;1-9 -T 732 w X III h 9&4 919 .3 79 919 SIX 9 FW.-;7-7 I-A -WW4--iW IC-19- 44X 750 34.1 210 40.2 742 29.8 910 37.1 cf) rn 120 hi 756 749 6 a e29 788 wr-70-5-F539 1 786 a an 472 ISS 49A 00 41X 785 44.48 lip x 1441. 43.7 646 442 1.4 11 1.1 71 2 t 60 31.8a. 0 ANCHOR CAP 0) ANCHOR CAP_CapacityTabl. "I ANCHOR CAPACITY ADJUSTMENT FORMULA-* TABLE12B I IM AnchorHWW cmu PT WOW md2d (Dp-)X iMULUO 1 8 A . F " E..UK. I"'I'SSEtc 916.0m vc SS 13c. 410131eg 012stad omsmd USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT REVISED AWOU- SMO'Scoummm 114•Jt0U1=MuOracm SMSEltotMmcm ULMM Aggwglm Scw(65)Stro.P5) stmo Q361 REQUIRED,CORRESPONDING TO AN as complying with the Florida AnchorClIp Patterns ! FOR THE Building Code r- - -Ifir v 0" 05C 0,wr CAPACITY V 2 I-ve 3 mi.5 ACTUAL PRESSURE REQUIREMENT 4.4� 1-1711� ING,WHEN IT IS LOWER THAN THE MULLION , 1 1' '­ -- OPEN NOA-No. 17-0630.01 341 m 442 Re _m Tell Z! a 2 a f 147 r-z I.0 071 8"Sig 97 632 .5 'as m 71 604 IN THE ANCHOR OND'N E T FC EN R TH R 7T. W M R Y TAGLW W4 0% sum OF Ej $90 as 45005 Sea ge 16U ms 270 tm 200 CIA TY(FROM THE TABLE)OF THE SELECTED Expiration ftteCS/26/2021 as A111 III-IB"I 740 M. 630 0s 14M N 1424 M 6611M WA W505 NIA swite ALF -72D­S- CAPACf I',ANCHOR L WA MULLION.WILL YIELD A MINIMUM ANCHOR -7=-Ms -NIA NA -WA I 1w USED TO QUALIFY It%O.C-ISW=(WLWCUL�P(RG 3) f'"m 7W bs NA -Mms WA a A IOF B 0MU*CUP tm ; ga- CAPACITY WHICH MAY BE USED TO QUALIFY .7 WA 796'-t. -TAB-b-S ON to law 1. ON.FROM E U-- O.C.I C4 2(5 A"CIIP$I("D -0- *A M10D 11 'M 5M"'t ZWA 2- tJ/A NIA -A A M A WA ge I b� M as - 1896 ms RN 1560"IS 9 - 1140 as ItMbs ISM b- ADDITIONAL ANCHOR OPTIONS FROM THE 11702. ilia ad 2M 1% 2 fil -E " "It" ANCHOR CAPACITY TABLE. Wj-WA WA NA MIA WA N/A I U-jrXIa.AWAb7LM?Y NIA NIA WA WA MIA NIA 9AMMM 19 0.644-M1n,D.C.I u�p,04O.125r AWOL(Fkt 4 WA WA N/A WA WA WA I WA.. WA NIA W, 2ArWKJMMM9Z am lis MIX 315 IDS 743 0a 7 2 MIA -3AMra5 a 1--n- 443 -wfwa-s man NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE SUVAPUE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4* TABLE NOT tit tl • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2s FOR INFORMATION ON LOADING.SEE smEErs 24 FOR ()N(LYNIV .......... GENERAL INSTALLATION METHODS. FIGURE 5., FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 4.00V No.58706 TI ON AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN 3)MULLION FIELD FOLLOWING ULUN. MENSIONAL RESTRICTIONS SHOWN ON SHEETS 21. 23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 10 ST,TIE 0 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILUEO CONCRETE BLOCK UNIT FIGURE FIGURE101 FIGURE7: FIGURES: FIG ANGLE CLIP (CMU)SHALL CONFORM TO AM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66, %ko 1z' (FIGURES SM) MINIMUM GRADE 33 AND.046'THICK 08 2'X-4VX.25'MUU.IW MUST BE USED ALUMINUM SHALL 13E 6063-75 AND BE AMINIMUM OF THICK STEEL STUDS TO BEAM HALL SCrEND AT LEAST 3 SCREW ,P.E- IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126-THICK AND A36.ALL ANCHORS INTO METALS AL THREADS BEYOND THE MATERIA-010 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. .1 FL P.E.#58705..._ L TABLE13A MunionCn ac' Tablo I s g Oponing Width(fx%*rtic3P)1Sparrdrg muTic s)or Openbtg Holght(tor horimnfaiyapnsvirg rm401xs) so N 601n 70 N 80 in 90In 10010 120 N 140 in 1801n Rac'.nngdtu Tmfi Giag. t2actangaer 7tapfhian9. Reclnr•Wlar T1an'Tdaffi. Recla11g�4ar TrepiTEalg. Rectp1v- T1eplTdsng- !?edarg�dar 31aM0aOg• 12o Qr Tn4dT1242• Reetalgdar TwpTTdang- ttecFuna+la ttaplDiang -• 2 z6X.2fi Lmlm taadag Loafing Leafing Loafing Loafing •L-dw Lo4d71g Laadag Lnaft L®d09 Lagdas9 teadn9 Loafing taadng Laa&alp taa6ag Laadif0 1r W ;e Alum-Tube MutDan s3 1'$ v ci a a 42 in 170.0 '00 170.0 435 ITO.0 744 170-0 478 170,0 80 170.0 606 170.0 992 170.0 518 170.0 1116 170.01 521 170.1)1 1240 1700 621 TMO 1488 170.0 521 170.0 1726 170.0 521 170.0 1083 170.01 621 1 O 48 in 17a0 708 tTRO $24 170.0 850 570.0 584 90.0 992 IMO 630 l70.0 1133 17" 661 170.0 1275 17MO 677 170-0 1417 17MO 680 Ih.e 1700 17MO SW 170.0 I983 t70.0 600 170.0 ZW 170-0 68d � � � 50.625 in 170.0 747 Vat SM 170.0 US 170.01 631 170.0 1 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 ITMO 747 170.0 1494 170.0 756 170.0 17W 170.0 7W 170.0'2092 170.0 758 170.0 2331 17MO 756 541. 170.0 797 170.0 812 170.o 0% 170.0 691 170.0 1116 170.0 754 170A 1275 170.0 803 170.0 1434 tTO0 837 1700 t694 M.0 858 17D.0 1913 170.0 561 170.0 Z231 V0.0 861 17MO M170.0 801 u m C>O kO 4in lTDA 855 I..O 70/ 174A 1063 IRLO 1 797 1700 124D 110.0 879 170.0 1417 17MO 944 t704 IS94 Van 998 170m Im 170.0 ton fl00 1 2125 170.01 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1063 � � (O � 63In 170.0 030 17ED 745 170.0 1116 17110 850 1704 13M 170A WO 170.0 1488 17MO 1015 110A 1613 170.(1 1070 17OX Ian 170.0 1122 170.0 2231 170.0 1169 ITOA 2603 170.0 1171 170.0 2070 WO.D 1171 2 F 88N 770.0 974 1170.0 T69 1700 1169 1TO.O 9M 170A 1364 170.4 1002 170.4 15W 17RO IC86 170.0 1763 170.0 1155 170,0 190 170.0 Vill[17 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 17U.0 1788 2 Z m C 72N 174.0 I- t70.O 678 17OO 1275 170.0 SON 170.0 1488 170,0 1125 170.0 1700 170.0 t718 17" IS13 170.0 t31fi f70A 2125 f74.4 t387 2550 170.9 1488 f70A 2875 174.0 t529 i7R0 3400 170.4 '1 10 78in 170.0 1122 170.0 937 1700 1346 170.0 1080 VOA I570 17MO 12DO 170.0 1794 17MO 13M 17MO, 2019 17MD 142t 170.0 2243 170.0 15M 2692 17R0 1029 7To.0 3140 170.0 16% 170.0 3589 770.0 1705 a J $ YTS II Z M TO to 170.0 1161 170.0 W7 UO.0 IWi 170.0 1116 170.0 1611 170.0 12W 1TO.0 1042 170.0 t369 UD.0 2072 17D0 1474 170.0 2302 170.0 1564 2763 170.0 1700 17DA 3223 170.0 1TIT 170.0 36S3 170.0 1798 ¢ J .~•- J 901n 170D 1329 170.0 1144 170.4 t594 170.4 1329 InO 1859 17" 1498 17QA 2125 170.0 1553 RO-O 2397 170.0 1793 170.0 260 170,0 1018 3188 170A Z25 156.0 3413 170.0 2273 1365 3413 170A 2361 Z -Z Q N 90In 170.0 1417 t70.O 1232 V0.0 1700 17G. 1434 170,0 1983 t70.0 I7322 170.0 2257 170.0 f794 17gA 25S0 170.0 19S2 170.O 2833 170.0 2MS S199 170.0 2330 t37,1 3199 IW6 24TO 120.0 31" IMI 242Dz108 in 170.0 1594 17o.0 1409 170.0 1913 174,0 I647 170.0 2231 170.0 1870 170.0 2560 170,0 2075 164.8 2781 17&0 2271 140.3 2781 151.9 2333 2781 140A 2281 1D0.0 2781 125.9 2234 SZ7 2781 116I h, � N u1 Oittfn 17aA IWO 170.tt f454 tlti.4 1066 170.4 1700 170.0 2293 170A ISM 170,0 20M 170.0 2149 151.6 2532 t023 27A5 138A ZB32 148.4 2218 2012 120.4 2168 6/.8 2632 f15.1 2128 85.4 2832 t0a cOv X,1to W in MID 1771 170.0 1586 170.0 2t25 iTd.O !8� t51.4 Z252 I5&9 1991 135.1 7152 ld1,4 l98d 12D-t 2252 12T2 i938 t08.t ?2R 118.i l915 2252 99.6 1872 772 2252 869 1838 67.8 2252 81. X 144N 125.1 1564 126.6 1445 I. I. 108.1 14758a,4 1564 915 1407 78.2 1569 80,T f390 6a5 1664 72.3 1371 628 1664 65.7 1358 521 1564 �.0 7330 44.7 t564 d92 1305 39.1 1664 44. Y Q�LN z-0 TABLE13B ANCHOR CAPACITY ADJUSTMENT FORMULA: � �gga 4 �m� 9ldahate 2.7k tam4ew AnchorSt Cara. Tattle t#ruoucMu FOled cb0l PT ttrood M0W (nP.m)X(ANCHOR CAP-,g,,,,e,)-ANCHORCAP._ 5r16'FJco 1/4'SS Elco WIV Eko IW&S Eko 010 Sled 712 Sleet 012 Steel l`MULLI ON CAP.,,,,., AncharT)pa ans E>ea ulbaern 1w•Elw lawa<m 271c Efco 131ra4on tr4'Etea.11lwaan PRODUCT REVISED AnehorCGp Pattems 191iacwl A�n:Gabr U9recgn A001eGeNr screw(G5)Sema(G5) 5usw(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR as eomplyln9 with tho Florida Edge�taclnoe(m) t' 2-Ur 7' 2-12 ta-' 3-I 1• 2-1m 1' 2-11W 21 3-te' 7 OA8'• , 0,W 0,124' CAPACITY REQUIRED"CORRESPONDING TO AN Building Code _ Embadmalt(ray I-W taro• lara• sara• r 1-trae taw• I-Ix• I-Ur I-v4' i-v'r r 1-3r9' I idle- wdaa ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2AaahO.(M'.75'Mh O.C./StswaM or06et CBp 099.1&2): 3908a 3909» 4501. M01os 16441W 27016s 2801bs 364Iba 740 Ns 374lba w4bs 9d61W 3411W 4421bs 019 OPENING,WHEN IT IS LOWER THAN THE MULLIDN Expiration Data 05126/2021 4AnaMa4.68'MhO.C.I Stsndorl(or OQsei CIO(Fig.3): 780 R. 7m Ibs goo fhe 1780Ibs 3232 fbs 540 rm 560Ibs 708 ft 1480 an 748lbs 1272 tbs 1892 ibs M2168 805 no 11201fx CAPACITY(FROM THE TABLE)OF THE SELECTED eAnct-@I.7PMh0.C,StcndvO(orMe0CI0(Fl0.4k 1100)bs unit lW 10101tn 25958d WA WA Ritfbs NIA 1a651bs WA WA WA 1363bs 177D IW 9400a MULLION.IT WILL YIELD A MINIMUM ANCHOR 1% 4 Anenaa p$3•WA O.C-7I2)245An01s Cfps T Fg.a nob. 7801ba 68o be 1501b. Sagg I- 5(01bs S6o 1W WA 760lbo 748 ibs 88o1G1 1992u 882 pu m5fts 11201W CAPACITY WHICH MAY BE USED TO QUALIFY Nic ade duel Control 8 An4h-@ Y Mtn.O.C./(2)2s6 Angle Cips f F1g,6): 15601bs 1560 Ibo 1360 Its 31201os 3T92 its 1 1000 fW 7120 fbs WA 1520 iW T4e6 tW 17W Loa 3784lbs 1301bs 1770 no 2240 ibtt ADDITIONAL ANCHOR OPTIONS FROM THE 12 AWhws @ W Mh O.O/M 216 Angb COR f(p)g.7T ION Ibs 21001W WO Bn 3/e0 0a WA WA IN "S WA /500 itm WA J141A WA 2W me 26541W 3300 IW ANCHOR CAPACITY TABLE. 4Amhm g 1.34'Man.OF/U-d1p•wo,125'Ah n.(Fig ft WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 IW 8A.,1=4 O.L4'Wn.0.C,t OA)p,W..725'A7am n,ft WA WA WA WA WA WA WA WA WA WA WA WA WA 2861 f5s2Amtb @ 4.68'MN.O.C]F47p(Rg.IO7 990168 390IDs A50l6s 890 Ns 1bi60o 2701W 2W 1W SM Ns 7401. 374 iW s 8'T en '34115s 4421m NO 0. 4AncMxs 401.T7'p1k1.O.CI F-Ctp(Ag.11T ;Oft 700 lbs SOS 1W 12981bs WA WA 4701bs WA 533 IDa WA WA WA 682IW 60S 0e t1201W �50• NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURES:FIGURE IO: :GURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • ° • • + • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \tt T7 7 • • �.� p�1Y LYNA( ' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE & • +:�yC�!:1,10ENgF ��� • • • Q ; 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS '•-� :• • • • ° • ° ° • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 7!t: No.58705 "• FIGUR55: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • o CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED f •-: (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -"0 ATE • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-TS AND BE AMINIMUM OF A25' i�� n'C OgtOP,,•'• Q, MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO ��is44 Gti t ♦ • t • • • • USED IN PAIRS. BE AT LEAST.12fi"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X awl X. A.t/y - THREADS BEYOND THE MATERIAL.410&#12 ANCHORS INTO WOOD MAY BE STEEL,1B8 S.S.OR 410 S.S. MULLION 'I I`Yf44rx P.E. FL P.E.#58705 h b S TABLE 14A Mullion C aei Tablo mr49ons) - Oplatin9WldM(huueN®Ily-spSrtr119 mwwm)arevenIn a Hdght(TorttoAmiv391<3Pen'ttt� 14oN 16BN t3oN t0c En 120n taf TfDgTr'* o w SD In so in 701n B� ReeWoota�TrgPn'daz& ReUxu9d4e TrT71danD. WIll. T om`° u. � �,a 'g t, "B eaas�4 S It Laaka RecdrgDlBr 7rel/rdang• Re4lone" Tr9 L. tg Rn-0tarPda loadlre LDadlne oaeta tmd LDadM,l lndtn0 IB tna7htl y . .,tea a .. a ., a�.+ CV Tube Maug � � � � � � � l 42N 14A2 578 ibT.d 42B 120.2 528 14B.B A19 t030 Sal 13b9 -014 50.t 578 134.6 Ott 881 628 134t 411 72t 528 73G4 417 68t 526 734.1 4H 81.4 526 134.t 4t1 48.1 b% 130.1 411 � �� � I � F- WA Ada 00.4 320 60.d '1Q3 Btb 317 63.T Ao3 74.t 316 -083 -003 T8.6 3t4 4q.3 4d3 78.9 3N 345 403 78.0 91d 30.2 403 788 31 i 4@tr 9&6 4D3 108.0 333 Bay 4GJ 40.T 328 B7.2 � 467 362 9W.8 '784 413 352 6a6 283 3A3 3B2 63.6 7B3 9.4 36Z B38 283 25,7 362 8&5 183 a � ip W 50,6261n B23 3a"^i 8t0 90t 6q.6 31II 79.3 264 58B 362 7t9 289 61-5 362, � � !/J � � 47-T 918 W.8 25D 3i9 318 44.5 2d9 2H9 Btq Ae.i 248 a12 3t0 4A1 a18 21.2 31B 48.t 248 � (,� g4N 6T.B 91B T4.1 267 fi6.5 318 80.2 261 -0&b 318 6T7 256 42d 318 63.b 263 d I �e 6n N 49.6 23q 631 0B3e NN, -4327.72 723143 A2S0.64 1q3 37.0 2'Y8 33T f79 2.8.5 Zt3 28.8 178 32328 21i43 33Z7tZ360 217aq7P43 22.10.T6 223i43 322499...81 2134me 268 258 4t2 2M 4b7 t 2241 2 85 .7d .275380 323&.40 77883A 2t0.7.86 2263qa 9226.28 210q13 I/T5.T3 22t31r'e3-0 3222621.50 2tt0e679q 711531...58a 2Z2631043 3223q2..250 21t086183 Z_� Z � aa m - z 72N 18-e 170 3R1 166 ZL9 178 25.4 t4 7A4 t74 72S 799 17-e 178 2B3 147 1be 17B iB.7 145 r 78N 'JA3 t61 75.d 140 20.3 'tat 2t.6 137 1T.-0 181 tA0 738 1S2 18t YT.O t33 _ Z z F Q W 7q N 2zs t6a 23.5 t33 tab t52 ts•3 131 16.1 ts4 Y7.s 173 ANCHOR CAPACITY ADJUSTMENT FORMULA: Yo � ?G (DP-)X(ANCHOR CAP.,n,,.. =ANCHORCAP- a TABLEI4B AnehorC.aeDIHTabie s ra�.sxev Fadcr4tr aTwooD Mew (MULLIONCAP.pn.a r W niN ,grtntnce 271 emttt3q 3."*C'Dne• - vs SS Elm N<6"Elio 114•SS&o N10Steel Nt28trM s12stM USE THIS FORMULA TO OBTAIN THE•ANCHOR AD I1? y{ to 5t56•ECD y wm" A177 4r Se2w Se2rr(rt-9 31tGElco tntraean vc Exatmrxcm )WEIC 3t16-ERotltrmw t+4-EkoU7macm Ae�t gear tGs} tit B.�• CAPACITY REQUIRED°CORRESPONDING TO AN � prcnxryD3 .2, 3•trg 2 a48' D.6r ACTUAL PRESSUREREQUIREME14TFORTHE AnehorCSp Pel4ems 242 4 2.1R' 3VB° P &trY P- - 1-3r8' t•91B' t2rtes . Ed,7B DIBtaDeo OdT tad, 1,yd° a t•vs t-vd^ t•v4^.. t-va° tvs 7•tra• t � �� y� trig ns OPENING.WHEN IT IS LOWER OF T EHE MULLION Emiro9'B6rd tart tars �gIDs wb 7m ms 7aaaxi 80ts CAPACITY(FROM THETABLE)OF THE SELECTED a 2 o t5a 4 Atcros�sS4n.ao.! 245MdkOi'?1rLFffig Taolm 7�� 6801m ts9t m% tlPBlos Bdq MUCLION.RWILL YIELDAMINIMUMANCHOR 0 �A � CAPACITY WHICH MAY BE USED TO QUALIFY AODRIONALANCHOROP'TIONSFROMTNE PRODUCT REVISED ANCHOR CAPACITY TABLE, as complying with the Fiartda { NOIA-Io.CCoadde 17-0630.01 E apiration Date 05/26/2021 , - rypaml-Da Produc�•Contnal TABLE NOTES: )SEES HEET 1 FOR INSTRUCTIONS ON USING THE TABLES AID SHEET 25 FOR INFORMATION ON LOADING- .... �•--T.286°--j ` S EETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FOR1: _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,ON SHEETS 1-23.91"2- 21i6" ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING HOLE)ENMO AL RESTRICTIONS SHOWN ON SHEETS 24-23.- FIGURES SHOW SUGGESTED, .125' r `�` �Y...N Jtjj r'jl ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATION&HOLLOW AND GROUT-FINED r `�,�+. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90,WOOD SHALL BE PRESSURE-TREA7E0 .............. ^•.� i YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083•T5 AND BE A MINIMUM OF.12G No 68705 t• M THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).STRUCTURAL BTEELTO BE AT t.(IN X G t•X IN M MULLION _ {! LEAST-125`THICK AND Ass.TILL.ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SORER THREADS BEYOND (INTEGRAL FIN MULLION) � •�` J THE MATERIAL-#10&#12 ANCHORS INTO WOOD MAY BE STEEL.1&8 S.S.OR 410 S.S. �'�rS�QMAL. % A.LIltJMiI� R,P.E, FL P.E-#68705 s y Mull Length tot w D 8 S! 8 S Sc p & 2yrw m ss N - 3 5 5 g g g 6 [a' - 5 - 3 r C T �f al d Co 4 O • c • c c v w = o e o D o e a Mul)on Cepa iH {_n A A q 1p �• a " o m .i m o o c o e (0s�) m m • m £ "s Amhacapadry m • • D O O Requlretl Qhe) ,� O n P Muu.Capacity " s C A A A � � a it so e o m e Qbs1RZy Anchor CepaclN npgn�x� e £ £ o �S � sN £ �' :nRe,;W-d(Fb.). g • • q a R m to i' m G Wnnan Capacity m raKs $ fdrwu c apaaN s O _ e Y_ o o in b }a o 0 b 0 o c am) K N g o R' .^.1 0 p m Sr u `�•' a b o o Mwloonn capacity �1 w � N o 0 o r r A T=rD N� •i w g AnchuCapecify d,, m N b = 7% g g g $ m m Required Ob.) " >� oAm m�F z =N mwmncapacH ' > P OS forl N �a� m N y e£ » £ £ £ £ 3 £ £ RWUUed0 )iH c x o T o c o o p >i ,� n r N m o s w Mmvaa capacity 1te Dz n z z coi S A- giro o ar 'a b o o b QbarfM ro?°m z g z Rwor QbeCz ).Capacity a >3 m � o � 4 Will.Capacity 5 g as c m- go aF�xyx $gym ro �o y m m m e $ o o a e o pem) �� g e g zS A o i "' N ' e m f� u N e f� Ancharcapac fy j x c o P 8 0,0 ° e - Requlrea Qba) S ° oNc�i°Zmq....1f° 5y $ Y P e o $ w N e $ o e o i� � H ey,yQ og ZZ TA rrl oZ �i aP're�` m Ah ,G 2 Z Z - Z 0 a Y r;l iS Amhorti4aclty @ 999'g ° ` °e�o o _ o g o m a Requited(ibs) R o v {D o z a Q o m o N ffi a o o a N Capacity ' ' a z rmji S^A Cr 3 1- ..Y g ty . } N 2@ m y¢ m m o $ Anohor Capealry m tiNy �OF ° N ��$ e m H & N & £ " R fired =.. �TF 4 $ m , c�a) o '� '^ rn m A m N g F$ iv ! m S (Ilha/tf2)Capecfty ' my m O b m[rx�RJ Z > >i N 1-a gg yw eon AnchorCepacity � C) _�9 G) $ > �,a ' YL rJ o '8 5 Q 'm Li u i 5 Regalred Qba) I�NZ ° if m y o g N = m 3 6 ° 3 w s N G h1QNcn)Capacity m A° o o o A eharCepeelry RequireA Qhe) 3. 2 i y g y n x m r m m Tit (� o Mu111m Capacity z z�' > a y K �' o f o ti is ro w s Pa m ti Qbalfra) -AOa mo Da _ -f +y m rn N Z s c fa R - {{ fM� Anohm Capacity r'S LJn S m O n .- `� R' m Yi m 7h+ Si R � R qulred Qba) m o T rr3 g m P ^' m Y o o Mwlmr Capacity 99 Lm++ �r i.N yi N c lmS/117� O w OZ ^n g 7fi 'Y..' o I3 5 �a F '� $ 1° & i9 An char acl �a ID _ gyp)ty $ Z D 'y'� $ ro u - Re had ba ^m P m A P 0 m Qbnlfl2lCapaciN Anchm Capaolty RaquiQ(ba) _ a �, Pg £ u m121 Anohar Capacity m nr D D O>O D n C Q Z Required(Iba) °O F'oTg vm v 0 Ao Z 8 z n x °z m W : ' N u phanlz)��ty S c z Requsad Ob.) H m $ ° _ c S c O o n �" `-' li; Mullion CaparJH s �p3�yx�m85 z A m m $ o a o Q�1m p i AmhorCe ��mb��m°°O g G $ y a u o RequvedMef)N mYS O N mZvoiZ :9_f�fnn�a� E �T 0C•r1R1 T0= 11 Drti oPH z I. ;u D S 5 z Z H o D �� ...,gy�y�I r ag30 <�Q\;n m Z '•may= 57¢C COPYRIGHTOZO17 POT INDUSTRIES,INC. ALL RIGHTS RESERVED �2ZZ:O -f o C: _ • p d� r ,o z' = o ® +•g•m �a IMPACT-RESISTANT ALUMINUM TUBE MULLIONS y' 0 C 30 DEGREE BAY MULL SPECS '�A Z `�•I N N sadaa: Scala: Sheah �"m %C'N�'••. ;fm N/A N/A 6300JR 19af 2 1070 yEcruroLocr nRve CraWn By: CNa: C ucketl By: na�a: Rer. N.KNICE,FL 34275 .Na J ROSOWSKI 08/29/11 C (ssr) faa-repo m Rey.B. Caw. RaAabn: J R�SOWSKI 06/19/17 NO CHANGES THIS SHEET. RLceRT.oRAurHnzszee j Mull Longth 0Dm t0 m tt 8 >a 7e aka `" y o m S S S S S S -a- S 9' S S S 3 F T Z T T T Ip S D O • D • ®p Y i a - "on equity chi • m • m =y m m io o a b '0000 ''o a b Obs1112) 6 9 • " • o 3 ' m a a a" g �:ra phe)Iry N m C 8 •Y off• c m a m o c Wam p ft o b b o QW112) 26L S • • w N N N Anchor Cepedry o m Reatrod(be) 3 • • gg g pp m p w i� •.�� s >;; "' Y " o 0 o a o o MUM n Cmedfy • • E E w G rt m m b in b ••o- or x 6 _ m m j In a ' c .0Me1Ron Capedtl -� s Cl Anchor Cqd ma.Cepedly r-{ gg ��gd�7ry K m e y o S .• a .. .. S r F zedty � yo S Z O o b Anchor Cepecily F. �c4 y - o gy cp c F c o Too & m m ms AS 9 0 0 0 Mmu�Cepaoxy rr a[vy1 TZn �OF S �z �„ b m o e o hat Nmm� m�0- 2 4A R��N � � & S >$ a >x t5 Reanrcai�iry g D�v y m r rt�j cci = p i N g Munson Capectry g o ��y DT ro Eooi m tin ti m 2 a g o QUM21 0 0 o°9 r F c c S Cepadry * ABra S `' w' m j ''o b P�+� �• z++�� Am*. $ �bg �M. b Y Fa� c � oy m '�'� aw m9c08 p m Qb � • S2 _• Q ' u R rr' m Rcquhed(�) S r-Ir � Z° T fA T o m A v N n d ObsIRAcedty m y o m x 9 O m m�°o g � � � ' : o Arwlror Crc?xiry �' 3 o>4 c w y N g N R 8 + .Repilred(be) 8 z c� o o T e P o e o e e e e Mmnon C�adty s o Y O m F N Anchu N'N mnb cZS05 o ���^•� Q Rag reQ(m�y)Ity i 4 g- o y � I >�� �H I� o G � � s m a � R. El o Mumon copamry $ � CE ym z rc o W b m titi li1n1.. 3 � M. � � u -` •' t AnehorCe�aeily y D m x m E>i m $a ?.' S1 a $ y m ' g fl m Repdrodpre) Doo N O >e g y I± u G 'oo i; 'oo Obs=MwBon��ry 6 s 0-7 w pp t m - m apeelN o S 4 Mo mCepodty 8 ffo. f. N A m oyy Qbal+t2) ..h ReglhdQbe) UUum CcWdtY � s D q a 9 Ashur Ca`�vp.`edi t"y pCU9Nz auae pbe) or �I pyKCep.lap 0A Z _o i �a�*a �A a==x��x�m Ormz=�ca A eo Mumm Cepdb b= F1Oc:7-, -XI a q\ oos� �m g KaOomm,n o �A�Sm00 Q . tt X rp Z g � %WdI1lrrrr �� _ z m * 'i 0 Y`g��' j B 3 p b om C 'n Qy;'A :y0y e L n COPYRIGHT 0 2017 POT INDUSTRIES,INC. ALL RIGHTS RESERVED Y zz 0 y G: G d om i nIm n1�:z m r o f IMPAC -RESISTANT ALUMINUM TUBE MULLIONS �$ 45 DEGREE BAY MULL SPECS N Sefte.. 8cde Dro bia No. 5 " 9;Ci`'•. , ^��� ; N o -no N/A N/A 6300JR 20a+2 1070 WHUOLWY DRvc m i�/ •• 7j \` p o Dr"ar. mt. eneeeoa By. Date: rr.v: A WNJCE 7L 34275 R1 f I f f(�1 .Ni d �ROSOWSKI �08/29/11 Re�l.arc C (NY)�o-1e0n J R�SOWSKI 06f19/17 NO CHANGES THIS SHEET. pLcEfzr.aFaurfur2ezae �C a �" - 126' 0 tzs' 2.750' 2.750 .125" 3A25"R- �' 25" 3.186" 2-OW 2.000" .i25" - t 3 .205' 2.116" s U L125' D1.1 375' 650 ' 125 it O � W f Lf f I 900" T to 1 U) 1'X 2'X.126'MULLION 1"X2'X.37S-MULLION 1'X275"X.3T6'MULLION 1'X2.75X.65o"MULLION 1'X3.12SX.S'MULUON 1.25'X 3.188X 26S MULLION 126'X2.11'X,125'MULLON e: 6083•T6 ALUM. 6003-T6 ALUM. 0063-T8 ALUM, 6063-T6 ALUM, 6W8 T6 ALUM. 6063r-T(i ALUM, 6063•T6 ALUM. XSECTION X-SECTION XSECTION XSECTION X-SECTION XSECTION XSECTION t7 LU v) Q t-- '�'")j--.t25' "{E--.12s° ^-i 1-•r.1zs• d o `s1 I 2X6 ANGLE CUP TABLE A z z W m x Dimension Value Qn) For Mullion: vi 6063•T6 ALUM. Iu �© 2.000Jim 2125" 2.000" %SECTION .- .. - 11 U-CLIP A 1.625 D Z6063-Ts ALUM. 1"X2X.125" 7 ¢ =1%SECTION .125" B 2654 �� C 0.895 Aluminum Z Tuba Mullion ¢ Z..Z m .125'�if D A740 t j a yo o �I " A 1,125 n U .740 Z�+ B B 2404 VX2'X.375" N LDw OAluminum oX tt) 3.125' -t CUT REHERETO .375" 5.000'- •-•--j C 0.635 490 Tube Mullion is U C .375'------III CREATE FCLIP,SEE MOV. ��--`- ,376'{yIM. I.-- D 0,4� a �' O O MIN. DETAIL F.SWET4 �.3 0. IL Z yU D)36°MlN. A 1.875 m p;;,U r-------� r-------� - -------------------- B 3,WO i"X275"'X O - $ �mO! A I U�CLIF A t-----------t .3T5 Afumin O a fl c$ �'� L_ _____J L____.,.__I 6063-T6 ALUM. .-_ ___________________. 2X5 ANGLE CLIP C 0.75/ Tube Mullion TDPVIEw _ s083-TBALUM• D 1,118 PRODUCT REVISED TOMEW os complyyfingg with the Florida STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHINiHE A 1.312 1'X275"X S lding L`gdc 6063•TO ALUM. GASHED BOUNDARY.SEE SHEETS 5-18 FOR THE NOA-too. 17-0630.01 z TER OF ANCHOR HOLE MUST UE TOPVIEW Z!HOLEMUSTUE TER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3•000 .850' HINTHE DASHED BOUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER+1Me". C 0.476 Aluminum Expiration Data 05/26/2021 SHEETSS-17 FORTHE ANCHOR O.C. HIN THE DASHED , DISTANCE,MAXIMUM ANCHOR HOLE BOUNDARY.SEED 0.B36 Tube Mal Dy DIAMETER:ANCHOR DIAMETER+tfi6". SHEETS RTHE O,C. TABLES A 2.OW 697a-mi-�'- PraduM Co n - -- ANCHOR O.C. 1"X3.126"X DISTANCE.MAXIMUM PGT Part# B 2637 ANCHOR HOLE Mull Dimension sheet ,5W'Alum 5.500' .375' ( C 0.863 Tuba Muff MIN. DIAMETER:.111W. Mahlon Std.Clip OH56tClip U-Gtip Angie Clip .375' DIAMETER+11t6°. D 1.137 MIN. 1'•X2"X,125'(5) 6 MS 666113M 6661118M 666243M 666511M A 2.626 1"X 7'X.375•(6) 66M 666114M 6651119M 666244M 666512M B 3.262 1.25°X 3.188` `_--- ---___T___________iX.265"Alum i t 1"X 276'X.375"(7) 66607 666115M 6661120M 666245M 666513M CE1.7762 Tuba Mull B 1"X27SX.65W(B) 66606 666116M 6661121M 66W46M 666514M D \tttil T1"X3.125"X.500"(9) 66637M 6861116M 6661114M 666242M 666515M LYNN1.2V X3.288"X.2W(12) 65641M 6651117M 6661113M 66624iM 66W16MA 121'Atom ���1�: tCENyF `----'•----' `' ------� TUbe Mull 11 1.26'X 211"X.125"(18) 69370 1 NIA WA WA 666617M * No.58705 1 C .1 OFFSET CLIP NOTES = p 25" 6063-T6ALUM. . '7 DJr ._4,j . I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, `�O,c•. TE-dOlFt (v .740'-h --I i� '•A�.�ORIDP..•'���� g 2}SEE SHEETS 5.9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. s/{y�V 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ar""'ri7 '+ 'E• ` FL P. . 8705 -•j 1.000" f-- -'-j 1.D00° r--• 1.082•-I� - IN 4 .063° .385" •���.125 n .OBY c! 4W 1 4.000' •125 STANDARD CLIP sx. 4.000 4.000" 2.00T I 603•6 ALUM II .125" L2.625 2.000° NGLE CLIP XETION U-CLIP TB ALUMko .125' 8063•TS ALUM. ECTION 126 N .125" .12 126" XSECTION N 1112. C j V) .031" J Z $N W 125 O LU 125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J /n 375 -155° .376° DASHED BOUNDARY.SEE SHEETS 10.2D FOR THE j Un ANCHOR O.C.DISTANCE MAXIMUM ANCHOR Ir _ 1' 1' W IoHOLE DAMETER:ANCHOR DIAMETER+iNB'. H X4X.12i'7 X4'X.37S 6.600' m Z MULLION MULLION 'T-MULLION M BOBZTO ALUM. 6063•TB ALUM. 6063-T6 ALUM. 3 125' CUT HERETO 375° 5.000' �5, O W X-SECTION XSECTION XSECTION .375 '-I_CREATE.SHEE 4 MIN, to Z MIN. DETAIL F.SHEET 2 Z Q save+ '1.26w .375' Z W 1 m = �rcmin 1.594° CENTER OF r_________ ___________i .375' - : d uO ANCHOR HOLE I '1 MIN. O .O 1 I I 1 I 1 MUST UE WITHIN ? a if Z 1 1 I I THE DASHED I I a J r- I I 1 I I ( BOUNDARY.SEEUO Q I I I I F SHEETS 10-17 I I Z 2875� 1 ___ I I ___ I rC FORTHE F -_-_____� 9. Z Z I I I I F ANCHOR O.C. I I Q Ao tO 3250' ,low 3.84• I I 1 I I I DISTANCE I I oo Z � o MAXIMUM W O .100" 325T 1 I I i i I ANCHOR HOLE j I a J W tY DIAMETE.100' I 1 __� ANCHORR L_ _______L � V Q _____J L_____ _____________ .100' I DIAMETER+Vi6'. d a� N y sza° 2X5 ANGLE CLIP � �O s.O 62,V rC L STANDARD CUP U-CLIP 6063-TGALUM. 1250" J' 6063-T6 ALUM. 6063-T6 ALUM. TOPVIEW a �, �°'�9•-a 1.250' b20° l-- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOP1/IEW WffHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED _ 126'X 3Z5'X.1C0' 125"X 3.25X.624' 1.23'X 3.94'X.624' SHEETS 10-17 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. as comPIyIng with the Florida MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(in)For Mullion. Dimension Value On)For Mulllon: Building Codo 6WS-T5 ALUM. 6005•T5ALUM. DIAMETER ANCHOR DIAMETER*V16'. NOA-No. 17-0630.01 XSECTION X-SECTION 6005-T5 ALUM. F 3. 7 1' (4"X F 1.930 1.25")3.2 XSECTION O 1.000 ,126• G 0.500 X.62A• FJcplmtionDate05l2612021 j ��� --���---3.469" 5.500°� H 2660 Alumimlm H 1.438 Aluminum 2.861' I ` 125' .376" 375' I 3.000 Tube 4"X 1 3.025 Tube Mullion X3.94" •C IIY_7.877° pglN, F 3.100 1"X4°ll F 3.250 Tube X3.94" w Mlam a e ro uc Control 1.37T * A25 I G 0.757 .375 G 1.125 X.024• H 2430 Aluminum H 1.600 Aluminum I I I I 1 3.000 Tube&"T" I 3.260 Tube Mullion 1 I F 225D 125 X326° F 2819 30'Ba Mull 125° I I G 0.760 XAW F 2.075 45'Ba MWI i .125 q5• 2.260' 1 I I 1 I I Hl 1.500 Ahllninurn a �, 1 1 I I 1 3,250 Tube MuMm Tj I 1 I I H I 3 I I I 1 I ui `III111111!!7 3.260 45 BAY MULLION I 3.250' 1 1 I 1 TABLED w 301DAY MULLION 6063•T6 ALUM. L 1 _____i Mull Dhnendon P6T PartR {re ��� ON......... 6063-T6 ALUM. I XSECTION J (sheet#) Mullion Std.Clip ORsot CDP ULIiP An01e CIIP 3 ` • t,IIENSF•��C�� X•SECTION I ' G OFFSET CLIP 1'X4-X.126-(10) W364 666111M W61122M 66W41M BW618M Z No.58705 +� II 1 .125' 6063.76 ALUM. V X4'X.375'(11) 66610 86B112M 6661123M 6B6TA2M 668610M �, *= �g'�1-•981'-� .226°J�--.981°«l .740" TOPVIEW P X4'X.375°-P(11) 68653 666tl2M 601123M BM42M 666618M NOTES: �• 126'X3,26'X.100°(13) 20160120312 666112JM 6881124M 6682410M 8665116M 6 12W XS.25'X.624•(14) 20101=315 %61128M 6651125M 6662411M B66S116M � :O�'•, �TE O r;'•!(7�` 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 4.25'X3.94•X.624'(15) 20162 0861117M 8�112fiM 668241M 666517M ® �C��•'•FZORIDP•.•"G\?� 2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. 90 Degne(19) ti6849 WA NIA NIA 666511DM �''�10NAL 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 DZE(20) 566W NIA WA WA 6665111M a. !1 111I A.LYNN MI ILLER,P.E. FL P.E.#58705 TABLE E ® ^ Mull Dimension PGi•Part# $ n (sheets Mullion I Std.Clip 0-Clip Angle CIIP tI •725' �j—.125• F ,125E s�o 2'X4"X.25"(16) 66602 666261M 666271M 6665112M I u1i 66604 66M M 666272M 6655113M I STANDARD CUP U-CLiP - 2X5ANGLECUP a6063-TSALUM. 6063-T6 ALUM. 6663-TS ALUM. o2.000" X-SECTION 2.125• XSECTION 2,Op0• X-SEC71ON NOTES: CN 1)HOLES TOO BE DRILLED IN THE FIELD FOLLOWING I .125' i25' .125• g rU DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. — oOI Z wN d L j 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE �--1 490E--� I F U W HOLE LOCATIONS. Z - 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.490' —5.50T CUTHERETO 2.006' 3.600' FCUP, 5.000E--- 375` 2 W U O CRrATLL .375` 75• MIN. a'- AF � W SHEET C9 v1 Z r------------ I--- ------- 0 Z f-------- s 'Z4 l z W i o "Z 4.000E I c I a ¢ re —_.—__ _ r 3.438E a 250E 2'X 4"X.2S I I I __-._i ' Z C) Q OX 4n MULLION I i ( 3.438' i I f- Q Z N 6063-TS ALUM. t i i E a.O` EO I- rD m Im X-SECTION I I I .375" n Z m ��o� L_ -- --_I___ _______J _._ __ L L---------------------� N W Q L- STANDARD CLIP 2X5 ANGLE CLIP 4 _ Q U•CUP,6003F6ALUM.. f0 .Q O CENTER OF ANCHOR HOLE MUST LIE 0063-T6 ALUM. ZSEDFORYX 4"MULUCK SHEET 16 CEMF.R OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. R a e Z .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WTHIN THE DASHED BOUNDARY.SEE TOPVIEw SHEETS I6-S7 FORTHE ANCHOR O.C. SHEETS t6-t7 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER;ANCHOR DIAMETER+1116. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER,1MV. SHEETS 16-17 FOR THE ANCHOR O.C., PRODUCT REVISED 5.500" DISTANCE MAXIMUM ANCHOR HOLE as 256E �"•—"'R000'J"� IIII1, 1IiI (IiIIII 375' �c�oaim�p iC1 iaGln tgEt Nwtti/t1t -,t7fha Florida. a,HERETO DAMETER:ANCHOR DIAMETER+Ih6'. dngyydo 375 3.500' CRF•CLIP. .375' NOA-No. 17-0630.01 � -SEEOTAIF,MIN. SHE ET4 MIN. Expiration D 21 By Mam a Prodact Controlr-- -- -- i SAO' 4 —- —- —-—- NNN ,/- ET CAL 2'XWX25 I I a •' 1 sF•.l�fi:� MULLION ! _ti 6063-T6 ALUM. I I I '*; No.587pS XSECTION .375" MIN. "O ffff j ST ,.won STANDARD CLIP U-CUP 2X5 ANGLE CUP i�(S' •'F'�ORIDP,.•'\�� .250E 806346 ALUM. 606346ALUM. 6063•T6 ALUM. TOP VIEW USED FOR 2'X S"MULLION SHEET 17 TOPVIhw �,,JdNAL E IAA' TOPVIEW ILL�P,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0%60.0 PSF. N 1)INITIALLY ASSUMING THAT A 1-WIDE MUW LENGTH ON IS SUITABLE,THE MULLION LENG IS 72-AND THE OPENING WIDTH IS 37+32+1"=W.REFERENCING SHEET 25.THE COLUMN USING ° $ NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 15 AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED o - DESIGN PRESSURE OF+60.0t-60.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE Q N LL SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 275•X.375°MULLION(LENGTH=72',OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+/583 PSF AND WOULD PERESTRAnoN DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PROOUCPS SHEETS APPROVAL za FROM TABLE 4A.SHEET B.THE 1'X 2.75'X.650'MULLION(LENGTH=72,OPENING WIDTH-701 HAS A DESIGN PRESSURE OF+1-727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE I'i 77 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 US. C4 MULLXON u 8 U LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LEIS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. co W N �aLs, 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 IR j S2 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. I IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY. W O� F t1IIIAN Q7ORS INvnrrooW SILL I THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: = CO W 32 32'—�! 1- ID T:) -` I MILL NAD H (60 PSF)X( 636 LBS)=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) -OPENING WIDTH- �I 72.7 PSF z m L) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-818'.THE OPENING REQUIRES A .Z DESIGN PRESSURE OF+50.G/S5.O PSF. o U n FOR THE VERTICAL MULLION: ' "L N 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32•+72'+1=105"AND THE OPENING WIDTH IS 36'+36'+1'=73°.REFERENCING SHEET 25, 'd- Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318°AND WILL 0) j o o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=80�MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+f-15.1 PSF of m o� MULL WIDTH-jf" SHEETS 2-3 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q 4 FROM TABLE 12A.SHEET 16,THE 2'X 4"X.250'MULLION(LENGTH=108°,OPENING WIDTH=807 HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q•W Z 0 0 I FOR THE OPENING AND MAY BE USED 0J THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 32 SEE SEE BECAUSE IT IS NOW KNOWN THATTHE MULUON WILL ADD 2°TO THE WIDTH OF THE MULLED UNrr THE ADJUSTED OPENING WIDTH IS 36'+36'+2�74',NOT 73"AS PREVIOUSLY FENESTRATION DETAILS, PRODUCT'S SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 24 �- THE 73"DIMENSION(35-12+35-12•+7=73"). as com Ing with the Florida r ' 2 USE TABLE 125 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POURED Building ode VER CAII , , I CONCRETE HEADER AND SILL ARE B'WADE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S°,CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. NOA-No. 17-0630.01 MUWON` - - USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2-GIVESAN ANCHOR CAPACITY OF 1050 LEIS WHICH IS GREATER,AND Expirotlan Date 0 5/2 612 0 2 1 LENGTH SEE -SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. o y DETAILS. DETAILS. OPENING SHEE752e SH:ET3 FOR THE HORIZONTAL MULLIONS: K By w fN— de Product Control HPJwrr BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X 250•MULLION,IN THIS EXAMPLE WE WILL MATCH THE HO RIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY.ANOTHER w HO MULLION TYPE COULD BE CHOSEN, 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+721+2"=106",REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE LO USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(®LENGTH=47,OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE D: REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LES. DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYFE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" Z StI�TS WIDE IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2iT (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w 11 I I 1 I I ANCHOR CAPACITY OF 521 LBS. R ��� NY LYN/1A 38:XORIZ 38',HOAIZ 4)FOR U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS. 12B FOR THE U-CLIP SHOWS THE ANCHOR MULL LENGTH MULL LENGTH FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,, �.: No.5870.5 OPENING WIDTH FORVtRRCAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, :• �_ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1.64.7 PSF FROM THE VERTICAL MULLION; (�l +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36•HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION CRTERSECTION) ® �0�'•, SATE THE LOWEST DESIGN PRESSURE IS 41-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS i �i�s •:cZORiDP.• G\?� 1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF 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-LYNWlLE'k,P.E, ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 FL P.E.#58705 i 1 _ i � / - / ~ ' r - rCon�un City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner:Date Received: / 2z Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ Q fl This comment sheet shall be kept with the permit and/or plans. Kalv' itzer—Plans Examiner Date , ontractor and/or Homeowner (Required when comments are present)