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19-21222
1 CITY OF ZEPHYRHILLS 5335-8TH STREET' (813)780-0020 212'Z2 BUILDING PERMIT PERMIT-INFORMATION LOCATION INFORMATION Permit Number: 21222 Address: 6320 SILVER OAKS DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est. Value: Parcel Number: 03-26-21-012A-00000-0170 Improv. Cost: 9,927.00 OWNEWINFORMATION Date Issued: 5/20/2019 Name: FITZGERALD, CF & LIV TRUST Total Fees: 135.00 Address: 6320 SILVER OAKS DR Amount Paid: 135.00 ZEPHYRHILLS, FL. 33542 Date Paid: 5/20/2019 Phone: (813)780-1467 Work Desc: REPLACE 7 WINDOWS & SLIDER S/S CONTRACTORS APPLICATION FEES WEATHER TITE WINDOWS BUILDING FEE 135.00 S 3� L9 Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING 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. e It - __ ONTRACTOR SIGNATURE PERMIT OFFI R - PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I 813-7e0-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 813 908 0131 FT ERALDCF&SBTR ' Owner's Name FITSGERALD C F&S B TRUSTEES Owner Phone Number Bta7813-14e7 Owner's Address 1 6320 SILVER OAKS DRIVE ZEPHYRHILLS,FL 33542 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6320 SILVER OAKS DRIVE ZEPHYRHILLS,FL 33542 LOT# t� SUBDIVISION Silver Oaks Phase 1A PARCEL ID# 03-26-21-012A-00000-0170 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTRR ADDIALT ® SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK JQ9PLACE &'Ae4ff S( PA(f I 4JfQQ0tJS + CA1DtNG BUILDING SIZE SO FOOTAGE= HEIGHT rrrrrr rrrrrl-r-rr-ra--rrr�rrTr ®BUILDING $ VALUATION OF TOTAL CONSTRUCTION $9927 =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 4 ( ! W/i =GAS = ROOFING = SPECIALTY = OTHER `�� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER WeatherTdeWindows SIGNATURE / REGISTERED Y/ N FEE CURREN Y/N Address 2119 W Columbus Dr Tampa,FL 33607 License# CGC#1515541 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# IIIIIIiI111111111111111111111iI1111111111111111111111111111i11111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Sift Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)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/Sit 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. -1-I--t-.1--.1-I--h•]+F-NFF-I�.HI- -1�F-1-i-E-. . . . . . . . . F-1-FI--1-1---1-1-1�-.- ...�-.-r.. l--[-[-. . . . . 1 . 1--1�- Directions, Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC 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 (Front of Application Only) Reroofs if shingles Sewers Service Upgrades AIC 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. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees, as may be due;will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning.and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterANastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CON ENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this scri ed and sworn to( r affirmed)before me this by (Q by /1/11 G sglt_ HpLI�IW�Fn' Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. e Notary Public Notary Public Commission No. Commissio lNo. Name of Notary typed,printed or stamped Name �hpy PUj`q SP E KASS Nl'rGG14MISSION#GG 121021 EXPIRES:November 1,2021 %F F F�0 Bonded Thru Notary Public UnderwritersIR INSTR#2019061482 OR BK 9888 PG2592 Page,, of i 04112)2019 02:20 PM Rept 20A5503 Re--1 0.00 [)S:0,00 IT:0.00 PaitfL!S.().WPir, & Permit Number Parcel ID Number NOTICE F COMMENCEMENT State of Florida County of----- THE UNDERSIGNED hereby gives nolitca that I provements Y.41 bo made to certain real property,and In accordance Wth Section 713.13 of the Florlda Statutes,the following infOI at 18pr4OV in O CEOFCO E*NCEMENT. I.Desiorlptioniol'property(I ( age floff)" a)street fob)Address; I. [l1r Pl 2.Ganeral doscriptlon of Improvements: ReplaceWir ows 3.0wrier l9oft-nallon vT Le+InfopvAtIon f ha Les&cmonra fort I IM a)Nam and address: r) h)Name and address of fee simpler(if different Gran Owner lisle '10) 0)Interest In pfOp8rty. 44miractor Infoncaflon a)Name and address: WGatherTite Windows 2119 W.Wumlaus Dr.Tampa,FL 33607 b)Telephone No.: ii$790a-15-3t Fax No.;(oP60rzl) S.Suroty(If,applicable,a copy of itie payment bond Is attached) a)Name and address-, NIA b)Telephone No,: c)Amount of Bond; 8-Lander a)Name and address: NIA Telephone No.; T,Persons within the State of torrdi designated by Owner upon Whom notices or otter documents may be served asovided by Section 713-13(1)(a)7.,Florida Statutes: a)Name and address: -NJA b)Telephone No.: Fax No.:(optional) 8.aJn addition to himself or herself,Owner designates of ID receive a copy of the Liartoes,Notice as provided in Section 713.13(1)(b).Florida Statutes. b)Phons Numberof Person or enlilly designated by Owner, NIA ....... 9.Expiration date of notice of eammencernent(the si*ratlon date may not be before the completion of construction and final payment to the contractor,but will'be I Year from thsdats of recording unless a different date Is poSified: 24 WARNING 70 OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTME NOTICE Of COMMEWIii-M—MT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7113,PART 1,SECTION 113,13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,A NOTICE OF COMMENCEMENT MUST 13E RECORDED AND POSTED ON THE JOB 317E BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, GONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REMR13ING YOUR NOTICE OF COMMENCEPAENT. under-penalty of pot}ury,i declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge W belief. (%Irtalum Of Omer or Lmiaee or IPA Tbaf o1righ ( anim nowledged before melhis day of 20 11 20LI, �- ,A= by =1 as for wealhar"ritWe �—Z as Contractor ma arPersoro (typa at autholity-mv.affloar,WAS%aftomay Irt fe'* for &CWN {n7anieq ZP7 ff,-�eff whom lml6mmma-nt was executed}. Pe onallyKnown Produced Type of ID DL Notary signature Print name Jeremy Eppley UpirRS' 27. Mo WO to Ann NOW 2119 W.Columbus Drive-Tampa,Florida 33607 (941)870.0619-(813)908-0131 43 (727).280-6029-(800)640-3161 WUFHIER TriReet t I PURCHASE AGREEMENT WEDIM I CGC4 1515541 T141S CONTRACT made(his UP, Dliyoc rjG6dAA,!�Z _20—L8—by and between WeathtirTite,(hercinaftarTefenrcd to as"Seiler") andNamc: U4W + WtktF Addrcss; (13210- &,/F& QkKE zip: 33;5q2— Email.. y4M,C,HM City.- 7,90VUJVL6 state: Primary Phone-.f?Q98C- Secondary Phone: (herchinfler referred to as"Buyer's .Seller agrees to Ad buyer agttes to buy,all.thosb materials fund labor ftec.essfiry to install the same asset.forth in ilie,following Specifications and in accordance xvith the Terms and Conditions below and with approximate measurements and specifications listed on Exhibit A and/or Exhibit B. 69. PCE IaN- �rjxn n 42.1g ft Mau-N22 ^42� , 10402i MVZ, 96M61 &=!!I 0=- 7rb -WE Q44OW-44 &&a& 4AP ,CAL W, 619�9_F rn MNOLF AW Nara. 4k& aa Au- A".J,:MED AAfdiV95_ "M± Installationr4foes not include painting and/or staining.Tids-price i-eflecis all trade-ins,specials,and discounts. TOTAL CASH PRICE$ M?6�W DOWN PAYMENT AMOUNT S 5802 UNPAID BALANCES 1AX, AMOUNT FINANCED*.$ Sttbjecj to credit approval and existing interest I-arew ivill;approving hiNtilliflon. IF CREDIT,NO.OF MONTHS CREDIT CARD 9. CREDIT CARD TYPE .. EXP.DATE. , __ BILLING ZIP CV2 I.Any holder offlils consommeredii contract is-suill.ect in all clolum,and defenses which duldehmrami.ld n;,n ngninz vicscucrorgoods,orserviecs obtained pursuant herein orwIth the PIOCCC&IjCrCDr. Recovery hereunder by die debtor sbal I ml."CecAlrnrauffl,i paid by the drillorlicri:under,venue drimlymaudiscreparefes to be dclerminad byMaharThe Windows;only. 2,Uuyq.p!vL#t..cmrpi dolvery or nitte,latsmaerpotice fro.in Seller of Rio Installation date.A Rcr3 days Post the date ofinStallation il'buyerralluses to accept delivery,a ihmgcor2.5%ilerweekiliall be added not be liable for any delay"ausud byway,riot,strikes,acts of God,finclory detects or inhar causes bcy9ad its central. 1 3.This 6grvmpmrt is for the tsmick of,and still be binding upon,Ole parties and their respective heirs.succo 6ors-and assigns. 4.Baym-nuthorilim 5ellerta make inquiries ofollicis but not limited to pruciiiing container r*tts rrmn cansuracr reporting uscricics. S.Any Instill that requires scivice orserviceg during the time orinstallation dial does not afriet thc'strudumlidtcgityhrproduds Is.and mill be,considered io'campletc Install mid liberumvilcr oil=to pay in fdil at time of imt¢II:A11 acn5ces will be rcpmrtrJ(q oRce,xhednled and'complcmJ,with bn)er,undcruanJing hhmall parts am cummiaand tfin,is needed for numporixcurri.g.H.—caier may wi tilmidian amount cqml to estimated cost urcarrectilin fimn that pay*cmi only,Payments received shall bcappiicd first to lateral an all otitstandiiIiii;vulmos and then to the principal mlRunt altoin cu:sfanding invoice(s).C.u%umrcqr,aga:cv to pay interest of I If-3%peormenth(ANNUAL PERCENTAGE RATE OF Ign unless onlicinvist;required by hliv.an the balance crony tripaidimmunts.If Customardilits not make pa n . . oinn incurred by Contractor,including attomiy's leci,coatj end tLIPCIlsell.CDI(CCOml nrahcrk ,,ymcni.ConitoctwshalLbcmtilledlomovcrrmmCusto levallclostbofealice noly. liligallon or arbitration tar rfic sale discrdiun of Commctor.The failure of Customer to stannic pmprr payment to Cenpaelor when tine shall emliticComttaelon of its tliscreliDih,to so;pZd!anZv"ok� shipments wator%vonantim until Nit payment is made or immiln'.1c this chair.,.(. 6.All DLaA Restricted Communillm condos and homeowners askoectiob members mustaivist In approval ofpWucu.Any requited opproyaliara the sale responsibility ofthe harneowner. 7.Buyer is solely's-c5ponsIbIc for moving furniture,removing and mplichili blinds and any alarm sysi,hus'llem,or steeped to any opening thatom):is being performed.We.Ihc,T.IcWmdavi;will net be lolue" andfor nears tar any matter dsamSe incurred hyBuylg Buyer's home arpnopetty whmsoma. ' 'S,Both parties agree that any dispute arising from this agreement shall be kept private and confidential and not fled or recorded in any public record.The Buyer at.e,is keep this Imasmetion and any i1s.—istrik;from this ineal.di"n PIW*Omad no[I.Aiscills,Publish or disseminalc any infililmoGan without prim wriima consent orWetalterTifif Modules.A dispule arising from this contrict sbbll be heard byarimbilraWagreed t.u.by limit parties and paid rorsoldyby the[14ym 9.Should Ciminichurenipl.y.m.1tormey to inetiluta litigation or arbitration to enforce any orthe provisions licircof,to protect Its interest in any matter arising out oror related to thlit Atucenium.Comrmdor shall oc enliticd to rtt'orer Isom the Custdmer all of ins onomdyi.fces¢nil eumdespaisn•incuncd Therein,Sneluding anunicy's fees,and consrespenses incurred tar meJiminn,alministmli va,appellate or bd.k,.P:.y proceedings. ;o.Thc sail. be(or non-payment,in Mitch cosieVcmha Tue,at ilss�ajc dismicthut may tcquest arbitralcur or any other means allowed by Ian: I.Any and all bounced checks will be charged a bounced clicelt rw of$30 or die moccimum amount allowed by law,should a contract have to go to cfillodions;bityershall pay two limes the WIlmition Ifa fincilmd and any[vital or bling 1`115 incurred by.Wcmh&rh._ 12.W"hq Tile h not responsible flarrebates tox c.4itKnindfirrany other aid party progralusimcmitives. 13.Shoutd Weather Tile Windows not receive[611 payment offletbove contract ammial for any remim,including agreed upon teduclionsla Ili-vinimataniount.your warranty film Wimullar Tile)VirldoWs shall he null and void,your oiily%varramy shall be the minimurdi-ycar as required by lavewhore appiieuble. 14.Coluraclor disclaim all liability far all Adiris irmicl,this comr-i.mull.,warranty,diputiSh I&losses.dmoages,causes aroction or emqaevcnjcg("Claims')pertaining to Mold,sayit,or mold, mildc,v,fungi,limucrio,or any planation of anysurflice of thowindiltv,door,or structure Ovhcflaa fin III;mWased or ua=posrdsmIhccsl.Including Claims arising out ofor miming;to the de(cclim remont,disposal,or rcurccliation crony OElhe alwve,w&d,er those Claims mile in low,equity,caatrsct,warronly,tort,or federal or stolestatmary claims.and whether there Claims on,limed an the mils oromissiam' :ofContrailiur or imdividualsmar cruitics under Ctintractor'scontral.711c Custaramr.I,solely liable and responsible for all darmigm,whether equal or consequential.c-cad by any,of the abovkand Incurred by Custo met,Contractor or third pardes. I S.Conlr2w.,shalt not be responsible for additional coms retained live to.ibe calmence ofudifilm w1t.1mulati an,deteriorated structure tar mlier,subsurface or talent cmd1iluns that hoe not disdusmi In writing to Contractor.Should camcculml or utdonown conditions in on existing sliudiure be at variance with conditions. indicated in the description of the.wark to be performed from thuse ordinarily encountered mad Scamally recoanined as ifilmmm in Wbrk ofd:.dintmacl,Imaillicil for Ili this Atircerm,ru;flicAgremnem price shall b,equitably airlusted upre,notice ihc=r fen,the Contractor lathe Customer. I 6.Contpctor nod evsIonter Qgrc%z to allo miu,certain of the r1sis so IN%lothe fillic3l clucitt pearrillicil by law,Contractor's lout oilgragille liability 16 Customer Is limited to die dollar mrount ofthil itnilmling alfiommW rem•costs and expenses arising(lot nfor Willing lo.dii.5 Alpecalcm-regaidlims orwhelbur.it Is based invariality,oat.enntnbt,atrid liability;negligaim errors,omissims,or foarnany other..—n,causes. 17.11mch provision of the Agrees mat&Imll be mahst—d as irboih rim-Ocs troutuilly droned IbIsAOccancei,I ra provision of Thu Agreement Cor the application of it)is held by a court or arbitrator it,he invalid or urwillbractillo,filpt peuvisibn will be declined separable from ducrerneiiiiiii;prmrisimsord,.Agncc?ncmt.will bc.mI;lnomV4mlmr.dcd to die mt;ni that it is valid and criffirceble,and will nut valid and milirceable.Headings.aril forclawmictica poly mid Jo not affect Inmrierctoilon.ThIsAgittarrail records life entirectreeminit.rch.parties and supersedes why P—lo—,mullempre-cou—iijeencem,understanding,or reprceenlatlan,.ora1 or wrium by the parries.All O—mcm.1-hiblis Yerbired to in tills Agreement we imiluegral pan Drthe Agreement and nee imorpormed,by reference. BUYER ACKNOWLEDGES RECEIPT OP AN EXECUTED COPY Or THIS AGREEMENT.BUYER HEREBY AGREES TO THETERNISAND CONDITIONS OF THIS ORDER. BUYER ACKNOWLEDGES THE RECEIPT OF TRUE COPY OF THIS CONTRACT,DISCLOSURE STATEMENT;WARRANTIES,GUARANTEES,NOTICE-OF RECISION OR NOTICE OF CANCELLATION. ALL CONTRACTS SUBJECT TO OFFICE APPROVAL.WE-ATHERTITE WINDOWS.A UIIVISI ON OF HOLLANDER EXTERIORS,INC. BUYER SS# Y- B le "&4iz SS11 BUYER BuyrR,S RICHM CANIC VOIJ,THE BUYER,MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OFTIUS TRANSACTION.CANCELLATION BYTHE BUYER AFTER THE RIGHT-TO RESCIND-HAS PASSED,SHALL BE DEEMED A MATERIAL BREACH OF THIS AGREEMENTAND ENTn'LES-THECONTRACTORSTO DAMAGES EQUALTO(50%)7IrTY PERCENT OF THE AGREED CONTRACTAMOUNT. r auluu City'of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: l�G✓2b c L I, _ oa,k,& Permit Type: Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet s.ail"be kept with the permit and/or plans. MAY 1 '® 2019 c 0 Kal *' —Plans Examiner Date Politractor and/or Homeowner Required when comments are present) Weather Tits Measure Sketch Sheet .Me- S(ZeI T--J- LhAS Customer Name/Number FL Product Approval r 17-0&30.ol- -Z rA%ju-� Exposure Size for Size Replacemen No (5 5/4 _.g �7-1% "V4 M ITT xv! Noo GA 71L� 3IN R?� PGT TRACK SIZE 51-2L-� CONFIG y-— PANELS--?:jP— SCREENfd Lsv=r -41 ih t Y, T 16S ALL WORK SHALL COMPLY WITH PROVAILING CODES FLORIDA BUILDING COOP., NATIONAL ELECTRIC,CODS kc-v"tw' MAY 1 *0 2gjq AND THE CITY OF ZEPHYRH'LLS ORDINANCES CITY ham, HYRI PLAN'i` r INE Qr' MlAM!•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv PGT Industries,Inc. 1070 Technology Drive - North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality.assurance purposes. If this product or material fails to perform in the,accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTIOI�I. eries�G 'Clipped-ExtrudedAluzz�ixtuna.Tubellion h: 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. TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. N(1ALLNo.-=�17=0636 01 =MLAM1&-DADE COUNTY Expiration Date: May 26,2021 Approval Date: November 09,2017 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared"by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and with FBC 6t1 Edition (2017), prepared by manufacturer, dated 09/29/17, 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 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6'4 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller;P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. i i i I 4 F f d i 3 f i a f S !e t E t i Jorge M.Plasencia,P.E. f P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 i S Y SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE $"g`2 a MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 3 w1 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OFT.ONAL 1X OR 2X WOOD DUCKS IF USED, GENERALNOTES_...._...�._......... MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS, INSTRUCTiDNS...„........«_} F a FIGURE 1• ELEVATIONS_.................�._..„,_.1 2 THE TYPE AND NUMBER OFANCHORS 1S CRLTLCAL 70 THE STRUCTURAL PERFORMANCE dFTHE MtXJ cn UNITS.AtUIL!QNS MULL TO 2X WOOD....._......._.2 MULTIPLE OPENING WIDTH FOR VERTICAL MULL- ARCHES TO BE ) MULL TD IX$MASDII•RY_w.—2 0� V MULLIONS INSCRIBEDNSIDE HAVE BEEN TESTED AS'FRM-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TOIX&NDTES....____._.2 LL s�°ETA CTANG'LUhR NOT HAVEA GAP OF MORE THAN 1t4'FROM THE CLIP. INSTALL INSTALLATION NRY__...__.�3 N A•D,G,H• SHEETS2.4 S!'(ME MULL TO STEEL STUD.„.___.......3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED MULLTo MULL.,........._._._._._._3 a Ui _ DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L1180.THE 113 STRESS INCREASE WAS NdT USED ALTERNATa7E CUP3.._.._.__.._4 tt3 1.-j t j� 1��.;`,\` IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF'NOOD SCREWS. BAY MULL INSTALLATION_..__._4 Z W 1 X 2 X.125 MULL SPECS—__6 0 `f ix2-75 X5 MULL ULL SPE S.,__6 -_ 7fJfj s i/ 1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t`i - h t%275 X.376 MULL SPECS.,„.__.? INSTRUCTIONS. 1 X 2.75 X.65 MULL SPECS-....._._6 N , SEE OETAtLS 1t A' 1 X 3.126 X.500 MULL3PECS_.._..9 —8 A THRU GI 1 i j 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t X4 X.126 MULL SPECS.__.._10 � LU Q C>� �i SHEETS 2-4 1 }A°ET ANCHORAGE FOR COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X 4 X 376 TT MULLLLSpE(5..._„ti ~ m w i t � ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN F^ ¢ I ;II sHl�Ts 2.1 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125X3.188X2$SMULLSFECS._12 z \II / I / OPENNG 125 X 325 X.100 MULL SPECS_.13 Ll � �1 � < IT, � HpJG� 125 X 325 X.624 MULL SPECS__14 a Z 4U z` Y4 � MUU. Fff1 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TASLE(S), 125X3.94X.524 seUCL.SPECS.._15 rrOD P () LENGTH HCRttONTAL 2X 4X.25 MULL SPECS___.__._15 ' SEE DETAIL E• ML2L 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 6 X a5 MUD.SPECS__.__.__17 It � Q� ff Z i/ BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE GCATED OR CORROSION RESISTANT 126 X 2.11 X.126 MULL SPECS_18 » �JJ /JJ/ st+EEr a AS APPROPMATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3n•X 325 BAY MlR15PEC5....,_,19 �,• IL r 7 REACTIONS. 45'X 325 BAY MULL SPECS-..._2D 2 {-- Q N MULLION$CUP DIMENSIONS._..21.23 F. O z r EXAMPLES 1 a 2_..„.._..__._....._.24 CJ }- Z•• FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACONJAGGRE-GATOR NONS LOADING EXAMPLEs._..__._.�25 PRODUCTS MAY O SOFAW TYPE. 9)MULLIONS AND CLIPS HAVE SEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING U. ,�- STBE MAN'UFACfURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITII 9 �i Z rn (xfJ I BYPGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. r LL a O 0 \ -- 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVt2 LL . Z m0 /SEE DETAILS HORIZONTAL A41,G.W 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEEis 2-I WIDTHIRRGHT OF EACH INDIVIDUAL MULLION COMPLIES WITII THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL. as PRmptODUCT Eh Tee Fonda ---- MULL Building Edo LENGTH INSTRUCTIONS: NOA-No. 17-0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS" 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSI )FOR THE OPENING USING THE ASCE•7 STANDARD. Fxplrotion Data 05126I2021 —HORM NULL LENG71i-"'") 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. BY� LENGTH r^OPER11 WPtt'tF-'� �' _ Miam do produot Cont �( ~ � 3)REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR'•TRIANGULAR/TRAPEZAIDAU. y F OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACIIY(LBSJFTTI FROM TABLES 1A THROUGH 18A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING H� THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLYOR HORIZONTALLY).THE DP ti r 1 MULL d d „ L f P HORIZ_ I( �, �. �, MULL MULLION CAPACITY(LBSIFPY OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFI'')FOR THE OPENING OBTAINED IN L L4 LENGTH ) 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCIIOR CAPACITY REQUIRED(LBS).THIS VALUE REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY SINGLE MULLION SINGLE MULLION '+F v {p,l 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE N L �-Y YAIf,( RIS OPENING vfID1H ANCHOUBSTRATE(ANCHOR-CLIP PATTERN MAYAPPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� """""• l �i FOR VERncnLMULL CAPACITY IS MET. .pa'��••�AGENg3''•.(( SEE CORRESPONDING DETAILS MULTIPLE MULLIONS A Lv FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE 15 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS)FP)FOR THE _*.; No.58705 *" OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES I STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE �lp •2017 FLORIDA BUILDING CODE(FSC),6•H EDITION +2014 FLORIDA BUILDING CODE(FSC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS&T-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %C) '• ATE O •ANSI4AFBPANDS-2016 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT'}OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION : •'•.!�<OR{OP..'•'�_� +ALUMLNUM DESIGN MANUAL,ADM•2015, PRODUCT ASSEMBLY. i 1S C9 +A1318100.12 /4L. ����� -RISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USINGTHIS NOA TOAPPLY FOR A PERMIT. A.LY(GEt MtLr1>Li��•E. FL P.E.#58705 #w aR ii DETAIL A I DETAIL 8: IA ON o MULLION TO 2X WOOD BUCK " MULLION ATTACHED TO 1X BUCKSTRtP irP.ANCHOR Rz OR WOOD FRAMING WOOD BUCK AND MASONRY AND ERSUBstRATE (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY ass sEEs�TABes+B+aR - SEE NOTE 1. N 7 1 MUWCN SHEtT f. T5 L) SEEswEErs b I I nam 2,T Rsl F�cB fWn z EIT}Ir'�THE 7 I I 21-23 FOR HOLE d I I CCNCREfE OR CMU','1 I DIS AI CE, I,y STAV1tAR0 OR H LOCATIONS n t i ,i }^-^�SEE SEE TABLES OFFSET MULE a o ECGE o I EDGE DISTANCE ID-130 a N g g DISTANCE c a 1 a PCR MASOTIIiY W INSTALLED BY ,a a I II\ FCR WOOD / I I I ANCHORS a CO p rmsMETHOD. scREws T ALL u <aIOM G a SIDE VIEW L c c.. ,n EITHERTHE : 2 ' •/� d � a � STANDARD Oft '? :D C7 m S a a a o CL P MAYBE W H U EXTERIOR a INssncLED By I— a a d G FUSE ..6. ThTS METHOD. z Q 2 T" DBtANCE qq `- a'd I Z ~ < W .:a n MASONRY „��. a as Z iD THE OFFSGT CLIP IS ANCHORS�> RECOMMf=NDED FOR EXTERIOR `a N G, ea DOWS,UT a a +^ CO a ""'''^��v,,, ALSO BE U ED MAY o W \ ALSO FI USED FOR \ OTHER FRAME TYPES. Z ¢ O 08 MZ 60"0 cn pa' �% €D" qL TYP.ANCHOR m.ANCHWR U q TYP.ANCHOR ///���PERSUBSTRATE. PER SUBSTRATE, d 3� SSE TABLES / SEE TABLES I&18B BEE TABLES tB-f38 PRODUCT REVISED SEE TABLES IB-1B8 // EOOEEND BU P as eompl&ygmlth the Florid. DISTANCE TABLES AND Building Codee.: @,.eBE'dn{6+J'f BUCKSTRIP , • ... N01-Ho. 17-0630.01 sEE L_- AND EM ME� Hr,. aTE t, e■plr.�tion Beets 05126/2021 .. -- ATTACHl7ENi BI:D at' "'EET 1. 1 .. :'.. ..y' _ p Yam..- BY p'I11F.RS ._..�_ SEE NOTE I, ..- . '• �•-''-." /-0a reMuct corrtro KNIT KSI CCT=ETE ORCMU SIDE VIEW FRONT VIEW FRONT VIEW I I INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL$HALL BE BEYOND WALL DRESSING OR STUCOO. t1 t t 1++e t f J E 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION LY ,--.,-.N,y��'�.� ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR 7q ANCHOR DISTANCE,THE ,`�a�r'•ytCENS,p• CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABCES ON THE FOLLOWING SHEETS-FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CHIP MAY BE USED- *; N)—D7 558705 *y 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD. d)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPUCA"IONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE C.OUNTYAPPROVED ELCO ULTRACON OR ELCO II.0 S.S.AGGREGATOR MASONRYANCHORS A.LYNTN{ FL P.E.#58705 j DETAIL E: wA MULLION TO MULLION _ :b DETAILC: —1 .t2sMIN. INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION 0 MASONRY STRUCTURE 1 (U-CLIP) IN MAY BE INSTALLED IN OR 11- o (STANDARD CLIP SHOWN) INTERSECTIONS. R ZE m w vuUes 2)MAY BE INSTALLED HORIZONTALLY =z (SHOWN)OR VERTICALLY.TYP. d N pm.lgi THE i PER ANCHOR 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 o S U F CARD OR I I SEETABLES 161.E TOP VIEW FOR CORRESPONDING MULLION. Z 0m W OFFEET MULL w CLIP MAY BE EDGEDISTANCE NULUON wy 0 LU INSTALLED BY II I FOR MASONRY I VARI -a rn ANCHORS STHIS METHOD NR12STEELSCRENS, U SELFDRIWNG OR PRE-D g •- t I I I MUWON AND USE SMS m in og N d< a 5 O EXTERIOR d F FFSET CUP IS z 7 ♦—e x EOGEDI6rANCE n a MMENDED FOR c+•F / of FOR MASONRY /• N-FRALMD LINTEIfSECTION lu frg '3 C)ANCNDRS OWS,BUT MAY U{LIP i-c BE USED FOR FRAME TYPES. EXTERIOR Q Z ` TYMANCHOR d u d ? ¢ 0Nv PER SUBSTRATE,SEE.TAB:.ES1B-13B � � , � SEE SHEETS 21;23 FORFER SUB HOR STRATE. HCLE LOCATIONS � (p J _ I BUAND p / SEE TABLES 10-13B FRONT VIEW EDGE a. Q S2 Y I ATTACHMEYT DISTANCE rn ® F- rn _ SEE TABLES R- z ?? BY OTHERS, _ � � 16t3B � V Z Q � 7 1 SEENOTEt, C9 Q z C) Q 21 EMBEDMENT SHEET I. - - EDGE a E 00 m�9'00 I L. DISTANCE —sEe rABLES SIDE VIEW r°I s m ffi m0 MIN 2T K81 CONCRETE OR CMU MIN 2.7 HSI CONCFETE OR CMU 18.13E FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED i MULLION ATTACHED TO as comply!no with the Florida I STEEL STUD Building Codo (STANDARD CLIP SHOWN) NIOA-No. 17-0630.01 STRUCTURE Expiration Dato 0 512 6/2 0 21 INSTALLATION NOTES! By TP.ANCHOR i 1)ANCHOR EMBEDMI6VT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. a PER SUBSTRATE, ® Mlam'F-0 Product CorHrol R SES TABLES 18-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `� SEESHEErs ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR CORRECT QUANTITY ARID LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE LOCATO1'S FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. ! `` MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. .r 4)W000 BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE I 1 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVEO 0 I3TANCE .N`\pNY LYNNf''f ELOO ULTRACON OR ELCO I/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THENNERTIM 0.7E LES N�'x FRONT VIEW 16CA AND COMPLIANT WITH THE FLBUILDING a,. LIGENSF l�! CODE.A ZX WOOD BACKER MUST USED. = Q•: •(fA ATTACNAIENT BY OTHERS. No,68705 ••� USE WOOD ANCHOR SPECS =7RT EXTERIOR SIDE VIEW _ NOTES: -0 "TAI. 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD � ' ,4NCHOR VALUES MAY BE USED. 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. FL P. 58705 ) I R DETAIL P DETAIL G- DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP SAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CUP) 11-- C! SEE DETAILS A-D. Z;zE S 3W OF 46' HEM 2 AND 3 MR INSTALILA7 ON DAY KULL LL TO SPECIFIC SUBSTRATES. C-4 /-MULLJON p 0 0 0 z L 'W' 0 0 0 0 L 3:Ui ol 0 0 TOP VIEW :E ig SIDE VIEW SHOVlNWrHl'X4*X,I2(?. TOP VIEW U., Q corn w MULLION I I 1 0 ED TYPI.ANCtIOR z EXTERIOR C-b (VPEH SUQStRATE. SEE TABLES 16B OR 186 I TYP.ANCHM STANCARD MULLION CUP, I PERSUBSTRATEi -RIOR 10 EXTf MODIFIEn TO FIT FIELD c� SEETABLISS 1�14D <6 N- CONDITION$. z CL rXG-ANGLECLIF, 2 PER MULLION END,MUST BE Z 0 2 �113 INSTALLED INSIDE OF BAY Meg MULWN I < Go to aj 2 PER MULL F`Np 0 u MUST REINSTALLED z to INSIDE OASITLALL. IS ter- TW.ANCHOR as PRODUCT REVISthEol.ole -ith e FondaFl PER$US—.rRA1'F p da SEE TABLES IIM3a INTO WOOD. NQA-No- 17-06 36.61 31--EL.ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR mpl-t!.n vat. 612021 ALUM,CMU OR MA-"RY MODIFIED[N-FWLD. By mami-v?w Product control EXrEMCR --44r 0,_ 1, �E�ALUM MLCO MASONRY --OR INTO WOOD,SlIEE ALUM.VAU OR OLN-RY EDGE O It DISTANCE PER ANCHOR EDG E DISIANC ERANCHCR--�—, NOTES FOR INSTALLATION OPTION G&H: 1)USE 2 ANGLE CUPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 0 NOTES FOR INSTALLATION OPTIONS R E7 9 2)DETAIL G:SEE TABLES 18-145 FOR ANCHOR QUANTITIES AND SHEETS (D S 21.23 FOR HOLE Z� No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 126-X 2.11'X,125-MULLION. LOCATIONS. AND LOCATIONS. 2)SEE TABLES 1 B-135 FOR ANCHOR QUANTITIFS SHEETS 21-23 FOR HOLE LOCA 3)DETAIL K'SEE TABLES 155 OR 165 FOR ANCI[OR QUANTITIES AND SHEET 22 FOR HOLS 3)THE 2)(5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. A L 0- A.LYeVNFLL P.E. FL OZ./<58705 TABLE to �r n bluNonCa a Telrte IbsNt Opening Wid91(brverficalt airing mUbm)or Opening HDfght(forllorW31aly-sparrft DAD11S) �o 501n so In 701, Bob 90 in login 120h 140 in hard R.ftVua 113p11flang. Recs3n$msr Tt3p+Tdmlg. ftootmtgdu Tmvfntmr3. -gar ilnalTxana RoMaegL4ar Ttxp171ux,1. ReomOglDa Trap'i0ang• FS>:1aa6'p:L7r Tiap7lrfald. Reeao$utar Trwrnmg. Rmbngllnr 3rg+t7tiafg. ,t„' 1 X 2 at.12S .L..d a Loading imdta Loam Loadng Loed.9 Loaa g Loadng Londe L-11-s Laadn$ Lmdn$ Lcad a Loading Loadng Lma g Ln84n8 Loadn9 0 AtumTnbe r r n r ,� a r �' @ a L' £ r n r 1 ,' E E P r a r �• n w htulion a 'o.. a a.. .. '. ., s � g s s a � � �g a� }�aqgg agG �p 3g$$gp4god NC} W 42M 111.9 405 129.5!1- 932 4a8 1155 325 79.9 4M 107.8 =1 Mt 408 3044 3t9 69.f 408 104.0 319 55.9 403 10.0 3-.9 46.6 408 iC4A 319 39.9 403 1C4.0 3I0 310 400 ME) 30 pj O � tU J (Ia 481n 74.9 V2 618 62d 312 73.4 252 53,5 312 57.0 248 4&0 312 632 249 AIA 3t2 6113 2" 37A 312 61,D 744 312 312 61-D 244 2&8 312 61.0 244 214 312 0.0 2M 18 50,8?5M 638 281 70.6 W2 I01 61$ 228 4&6 781 SS.7 224 #2el ?22 315 2Dt :A.i 22D 31.9 281 Sas 219 26.0 281 49.3 219 22e 201 49.3 219 2C.0 281 443 219 CS oStM 326 24T 5T.5 43.9 2S7 {8.8 2D2 379 7A7 u.8 f99 Y99 29.2 24? 33.5 194 2D3 247 3&{ 193 21R 247 3&' 10a 1ae 247 30.t 101 164 247 36.1 1$3 g (p O Cn60h 38.4 20D 412 3ZD 20D 35.4 SW 27A 200 31,5 16-3 76D 21.3 Me 27.1 159 192 203 25.9 157 1&0 20D Zia Ise F631n 33.1 181 35.3 27.6 181 30.3 152 217 fed ms 149 146 18.4 lei 22A I" fee lei 21.7 143j7,6M 280 165 30b 2d0 /64 2&1 139 20.6 f66 23.Y 136 134 ZV 0, 222 139 23.3 t&6 139 19.9- 118- 15B 139 Its fifi � � � LU 78 n 1&9 125 79,7 ti7 123 16.8 ta7 JD. 6ra J78M 17.5 119 182 24 TABLEIB ANCHOR CAPACITY ADJUSTt1IENTFORMULA., t9 � S` Z n AS3 Anchor Ca al Table bs aIao ANCHOR CAP.,,,,, coC to f fiat8rete: 2.1k oalafd¢ 3.5k0. H.A-CMU FgrA CNU PTWbW Mcof (Op-)X( )'ANCHORCAP_ MULLION CAP.,,�,,,,� CJ16'E7co /r{•ss E1en dt6^Ocu rK^ss Oco tics x12 etccl 612 Sled W AmtaaTyrm V',6'BM18t- 7I4•E'sp flltram 3fiv Eto UOrxan 714'E1ceUtrocm rt X 1� AncherCllp FatSem9 Uoacan Aac cnzar 02rarn A00r m Sa1CK{{i5}scmw i� suety(ra} USE THIS FORMULA TO OBTAIN THE'ANCHOR 0 0= 04 (0 0 EdV Dt U=tt C 7 f• z-tlr 1' 2-1rr 2vr 1• M12- r 2-12^ z s1/r r aas _ a5r I)Mr CAPACITY REQUIRED"CORRESPONDING 70 AN 1- v X Q � �} Ernbedme+d(i5} 1,Wr -I-W' tale• la/P z 1-tr{' b1la• 1-114' t•ua• 1-/I4' 1�114 r tads' 'h'49' 1coMs ACTUAL PRESSURE REQUIREMENT FORTHE 2 An0noo 1T ms--m-I&O.G.I§b i nd ar nesei up(F19.1): 30D ft 39D inn 460 0q 890 C 1644 be V0� 2601nn 3541na 74o lba 374 lot 6641be m to $41 as 4421G 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION QQ• .- 'z .rA (a(J 4An4exngl.frea�n.o.Cts2lnaazd{orDrsdlcep7F-e.?}: 49oinn 70oaw WA WA WA WA mr. WA WA WA WA IUA 692f1a $asu if2ao» CAPACITY(FROM THE TABLE)OF THE SELECTED a €�'m IAn:iclr p}a•88n D.C.r I2)2ASAngle Cops f(F;o.R 78Dft 78D ffm 588 M5 15Wm IMInc slaw 5601bs WA 76o ins 748bn An f� i8r26n 6s26a 095$s Me lDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anob0. 0.45'Ma.p.G I U-tllp,mm.125'Alan.lF-R•ak WA WA N!A WA WA WA WA WA WA Wa WA WA NIA WA 715 bs CAPACITY WHICH MAY BE USED TO QUALIFY O a 1 Anchor!Ft:6p{Fla.fip +SS @s 1951b9 225 bo 445103 473 U. 170It 221 IEs 26a t1n ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2A11cho1a i47.1Y AIM.O.Clfi2l(Fb.d7 ?401As ]:Albs WA WA WA WA 1901ba WA N/A WA WA IUA 3411m A42 Wa 599 ns ANCHOR CAPACITY TABLE ars complying with the Florida NOTE:FOR THEOFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. NOA-agNo.-- e CA- 17-0630.41 Expiratian Date 05/26/2021 MI ma t'�-D ~Preduot Centro} �F�FIIIGGGUUURR---E 1: ^^^-------���{ FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHF.FT 9.5 FOR INFORMATION ON LOADING, 2-4 SEE SHEETS 2- FOR GENERAL INSTALLATION METHODS. -.j 1•00D• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3• 3)MULLtCN AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. » HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,tu1D' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)3UBSTHATES;CONCRETE SHALL CONFORM 7p AC13U7 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' �•Ll'Nat/� �� ,`';.,. CONCRETE BLOCK UNIT(CMU)SHALL.CONFORM TOASTM 0.90.WOOD SHALL BE PRESSURE-TREATEDytCENgE"• FIGURE 4: FIGURE 5: FIGURE 6, YELLOW SOUTHERN PINE VVTTH AN SG OF 0.55.ALUMINUM SHALL SE 6063-TSAND SEA MINIMUM OF.125' � No.587D5 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL"IO SE AT 1•X 2•X,125-MULUON +5*7• LEAST THICK AND A36.ALL ANCHORS INTO METAL SHALL TEE EXTEND 17 LEAST 3SatEW THREADS BEYOND :�e _: *�• O O S THE MATETERIAL.lf10&7t12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. i�s.•.�ORIDP,.•''•� s A �C, A.LYfa<ftdMllllpE�,P.E. FL P.E3?54705 i i TABLE 2A MuUmn Ca a Table Ibs!itt o f tnu6tals}orOPentn0 HCI8ht(PoThwI7A-2Y-PaQrim Frig-) t60 n o Opening Width(for tedh�lly-spanNtg t2D to I40In o 907r 100 rn RetisOUtar Trpt878a0 w i win TD in �� F4 Iarvrdar TnprCn41 Rectm+6'dvr TmpRdmg R cedar T tual'a L°�re �'� 50In ApnmrHvvr Trap'7tiatH. i2ectatpuiar TrWTaan9• AeclazrBtWt Tre1YTHa�. LoadnO taedfn9 LoatlOtg [os®rcB Re wg" TaDrtria9- Reniareular T lvadlrN Sm drB Loail� Laadtr6 rO ro D �' g $ Z' `Z` y g 1 x 2 x.376 LoxdbO - [«a>!n9 2 S a .ace 2 Fla �� ��' �' �9 � �a � �$ � :s �� � '. � 'o u7 MmUon �. � _ E4 -pp a xx ggy s� gg gg{1rr a� = G Is R t� d E � @ d f 3 26 p g a i�q t6a.9 5i7 T6.7 fi62 1689 517 613 662 teB.e 617 53.7 882 'rD69 fi17 j U { 3 d /7LL0 435 25!•3 6Q 170.D K7B 129.7 es2 77a0 506 113.6 662 iBB.S 518 tm8 6'B2 168.8 S17 80.3 862 S ate,. j 926f 170.0 620 W 880 268 432 468 80.0 356 37.0 458 80.0 356 324 � m O;5rD W 48 in l21.8 F� 138.0 41B t01.4 fi07 119.2 d1D 86.9 SBT 1DB7 4D3 TB.H SW 1028 a99 �.� q56 '87.3 36/ 3b 46B 89.0 3W 5U7 6ffJ 53.0 399 43.4 607 99.0 996 38.0 507 B30 � fi 401.In 10a7 458 3.4 456 00.8 371 741 456 8a6 364 6A.B A66 H46 366 823 374 954 400 61.8 313 3a5 400 61.0 3t3 28.7 4Co 81.8 313 U 924 466 259 78.6 32t {a6 253 �' Z . 54N 85.4 400 813 398 n.2 400 a0.8 32B 6Y.0 400 MT 322 594 4m 87.3 3!8 aT.S 400 Fr[0 315 427 40D 420 255 26.0 324 K0.5 25s ?2.2 � Q 31.8 324 37.5 270 445 324 51.2 26d 38.0 32t d68 1b0 3II.6 324 43H 257 3t.1 37A 324 290 10.0 284 33.4 230 U � S. y � 50In 823 32/ 66,9 27e � � i U 2� 38.4 234 43.8 241 310 244 9H8 237 .'•9..8 299 37.1 234 23.9 294 352 T32 Z2.{ 294 33.5 23D 7B2 294 748 2d8 27.7 1519 {/} °� 0 63 n 53.3 201 67.4 252 -04B 294 492 rw_u � �g 7� zZ '{ S6 bt 4fl8 286 49.6 230 38D � 424 225 33.4 266 37.5 322 29.2 288 341 21B 25.0 268 3t.6 215 23.4 260 298 2t2 19.6 7bB 2a0 210 16.7 26B 27.7 209 '+u n' p 225 266 186 20.0 'LZi 21.5 te2 140 2L5 221 180 16.0 Z75 203 ITT 1Z9 22i t38 176 11-3 21S 186 iT6 N Q J� � r .�$ T•� p 226 W,H 786 3D.D 225 &.2 t87 2S7 725 28.4 teB 22.5 •328 tTT 255 272 Z73 i73 21.6 202 T3.8 170 1s2 202 214 167 17.0 202 tB.T 1Ki 15.3 202 184 t63 123 202 t&7 16Q t0.9 2Q2 468 153 H.8 21YL 168 1 � Q CV � '781n 309 202 _ 1- '� 78 in 28.3 t82 2&8 SBB Ti.,B 132 25.t 165 20.2 tffi 27.0 1fi2 l7.T 792 13T 153 15.T 1B2 !8.! t57 .t4.2 1e2 }de 15S T1.8 t82 46.2 SS2 i4.t 183 144 15D 8.B 192 142 16Q O m t0 a rfJ h � � t 90 iD t&5 744 19.H 129 15.4 ta4 t8.! 12H c Hsm ts2 127 1&8 1t3 ANCHORCAPACHYADJUSTMENTFORMULA: o iii }< Y. s1 �)X =ANCHORCAP.- O cV cA UT TABLE2B AnchorCa c Table bs FBp�ay p'T1AU00 616to1 N MULLION�CAP.,,e,.rd,� }C © 0 S�s�b: 27k �;e 3.6k Cem. v4"s5 Ow 6116'Elw 'U4•ss EtA ¢to st4a qt2 stet•] C12 steel USE TMS FORMULA TO OBTAIN THE'ANCHOR .� Sete•Etw 3t15•Flca Utizwon iN'E1cn Uttrmm n�65 El Uttannn AvORGatcr Sn1ew{G5}6u A'{G5} ScraM(�} CORRESPONDING TO AN I ,y,,,n Tjpa: 9i16•ano tAtrum vd'Ernutrxon �ppn D4a' Q.6+• c.az4• CAPACITYREOUtREEt7'CORRE"' FORTHE 0 ram„ a �a� ( t 2-, t, 21d. Z 3•Ue 2" OPENALP WHEN I E S LOWER THAN THE MU ' Ano}iorC6pPatmrns gdg4Qlstanpefink t" 2-U2' �, 2-i12' 3.173' t-� tom' �� OPENING,WHENRISLOWERTHANTHEMUI.LfON U ExOa�,nnnt tn<k >-�<• 1-Y4° f-37P /Slh^ 2• t•tla• 1-t14• 1'1I6' Tao/m 3T4[bu BBi itxs s4s Drs 341 ars 44z� CAPACITY(FROM THE TABLE)OF THE SELECTED I! ... 390Irs 3901b0 450 bs Q9D 0s IfiM IDa 2Nmn 2BD Iha 35t tba WA BIQ Wa 9959x 11201av 2 Ana,aa 4t}4.75•Mtn O.C.! SED stanmat nrgfisA alp(flu. k wn wA wA sat lQs NtA euA wA wA � i72810s MULLION. YIELD USEDMINIMUMOANCHOR PRODUCTSPI wi�ttvt the Florida.. 4 mcmr4 t.1B•Mlv-oa/smr-td(aotr�ll aep(FlB.Sk 4sQ Im 7W tnn fi80 tsDo tad SeQwa sm me wA TSD br Tae the eeD ma te92 6= t be NIA 715Im CAPAGUY WHICH MAY USED TO QUALIFY BWbling Code 7.8630.09 4A„cupr@t3-nnn O.c.l R} AnssC'tlFip'3k Tat 1[s 7BS Im wA wA wA N+A wA WA NtA wA ADCRIONAC ANCHOR OPTIONS FROM THE NOA-Nv. i__„_„_ to ibn a7o nn te7 D n st2 ms an u 17o roe 227 im 2BD Ib6 ANCHOR CAPAGTY TABLE 2A,nto+sgBaSnt zarerraAnto.l2sAaro.tUa<k wA wA wA wA NA 34171a 442It. 6antb5 Explratlonoaio05 /2021 1 Ar¢hm/F : (Eta.5Y tB5 ms 193 7M4 225IDa 445 tm 622105 1 WAA Im I. WA N/A NIA NIA 2Atwlroa®t.iS NIrt C.Cl l;:i (Fig-e}' 2to t� a50 41a tYA wA wA NOTE:FOR THE OFFSET GCIP,USE THE SAME ANCHOR PAFIGURE I' TTERN AND ANCHOR VALUES AS THE STANDARD CLIP. h71am>--fad roduet Comm •_ FIGURE 2: TABLE NOTES: ` O � 1)SEE SHEET 1 FOR INSTRUCnONS ON USING THE TABLES AND SHEET 25 FOR IN FORMATtON ay LDAD 1.000 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. "- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. � j117 11 11 i r 11 FiGL1RE g. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE FOR FJUICT DIMENSIONS,SEE H E SHEETS 21-23, 2.10 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �+ FIGURES SNOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- FIGURES 375" No.587D5 *�, A}.}C T 8E USED W PAIRS. 4)SUBSTRATES: H OCK UNIT CMU)SHALL CONFORM TO OCASTMSG-_D.IWOO SNHALL E PRESSURE-TREATED GROUT-FILLED D L CONCRETE 1"XYX.375"MUWON 'O' _•�� FIGURE 6: YELLOW SGttTHE4N PINE WITH AN SG OF O.bS.ALUMINUM SHALL BE 8 GAUGE). R ATURAL1M E TO ,,.�Q� r �: FIGURE 4: flGURE S; THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND.U45"TH1CK(18OAUGEj.STRUCTURAL STEEL TO BEAT ' LEAST. THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT OLEAST S CREW THREADS BEYOND 'r�S•..F(ORIDF.` '�ti=� THE MATERIAL#<.O S if12 ANCHORS INTO WOOD MAY BE STEEL. • r � A Ltil III1U7EFyP.E. 141 P.E.J1587D5 o Mull Lenglh D • e a • Son , W o ;g a ffi s s g'm�� W m • ❑i m ° a o ar - s s s s' s T s s r s s s s H y .. Y.' ®® l7 u MWitan CVFedH pp a p "0 3 a v m p N w m N + bt m o `a a mwftz) 6�3 o g � °pro � � SnE osF � � � � RpddM.) _ _ rn � • ® ° u i }S 3' _t., 9 �' a 5 = Nup��aapadN s !tl73 _ .[ • 'O N 3 0" 9, 'P 3 e Si e R 'N Lf A )n' ur capadry R m m Rewired Pbs) cm n R 3 $ m m u o mwu-capachY m • wti��8=e`a� � �, m � �. u a o b P mz1 � T y $ .n • G1 Z.°3,�".,�.u+�G K R R + MLaw Cam fty S rZ c O m 9 c o P. (b-m v m p$6ao� '•.�e in W '' D w _ gym' Mmaw�C dty m�LyI��es�' o • zDs'B gMdw o A o Kq— dj • i i g a - s � '� R o & o ff )mcapadN a a ^ cT m o m 2S �b �. a Ob.) o N _c "$ _ S w f I o o I�ImD+PedN b g > n y w Q u '�' �` f„ G RWS-d Pb•)ry -1r..I-ec a mmw9 9 T p �ii m y 1 -tm ={ra {"ii a n n 3 c'• Ob. An P u 9 8 o ' Irlrz>pabdlY i3 Im e a m rn z s er I _ w .lnrca�aN ym�m� w°m $ p RgdmdPba) �'n 55 x �y3oy boo �" S�neR�"? a = y m e 9 w P hw n«c.F,ary a " m o� w� 8 a 9 PwR a) gg " T.C c C O 7°1 N : A-horcuadly i R -1 a c v z n 1.)v F s titnn m C G j R m R-*"III.)- m D ^'DOIZR?a M. O Z >'DaD$r k MWGan d w'm' m -1 ff nDDa N emy b b � 0azZ=`��- ��P a,= zy ao =�e�?' g S tl N f 8 : A�hmc�eaN �m w Z 3 n r [T� m w O a a S n B>-r�, �' Remlred Pbs) T1°Kpog x�Ez o as w X m o e (� Mu9caPadNz Ah.Capacity r °;E� m3 "gy m m z°. '9'?i,I 5JA 5 q §Ig6 s Rey dpbe) �R g3 Ev'Dr-3i�O ai o bpiw `3 S 9 ManionHb. < cr!:0 o s o t� 2� o Pesmz) ®$a y w 'q S • a s �& �S m V'o Ram:rad(me)fH O N rti > - 9 e �+ - MWlon CapolH z w4� F y c N T �Z O u.� _ , p 0 O z a a g e w[S]pmo. Ritz �^ iS 9 b" o Mchnrr o 20 ri1-�m w m Id s Rmh<d ro.) R N>a N z - y E ''g e _ Y `r m 8 R j man cgndry � s °1 c m o w w e H b � m b b b Peam2) o �n o N 3 °� g �t RMOW apadry r r o m P In Q W z o N 0 o Rspdred Pea) P.ww n T OG ? If if 9 - m c O tmmn O m .. .• AnahrVepeary � & m m o Y, G q 3 Rgv4edPW) rn z o IL m? m g a Muulm capedH C a s mO b Pbc/02) q mod �ro g yy°3noD�c a i : 81 ki Anch.cepadry �� r'u� �ODC�v°n9m n Rewired Pbs) o a w d o g n_g a = K y a 8 Mallon capacity D r �•- 9 O C Z D y i �! $ Anehor Capsdty n y z o L D F A L e 7 G p I$ Req w(ma) S ZZ0, �C m b g "gym>cwa`dr Er ~A<rm�'fn ~ •ro RwuhsedR3 o ' Oc3rrya'-� -� w®30-l .'aZ� m oo� z °zm g Ew �O(7'm' o 02 0 p �-1 m S�� �O m e z e7 <p cm00 S ' Ow a ' a v �.. �Ty o °o ��1 COPYRIGHT 02017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED r 6 o y z` a o 0 f m IMPACT-RESISTANT ALUMINUM TUBE MULLIONS m r`lrfmy'. DaaQpwe.1 X 2.75 X.375 MULL SPECS seom: Dmwny Ha o "o NIA N/A 6300JR11171125 1070 rt wuDbnsr ntvE C, o a JROSOWSKI Da08/29/11 ae�aeey Dxa RerC N�g�)48a-IfiaD� n J R6SOWSKI O6/19/17 NO CHANGES THIS SHEET. F cERr.cvAvrH.a2s2oo TABLE 4A Mullion Capacity Table Its Opining Width(Tar ved(ca*spil-dro mutiots)oroponing Hoight(ior hodaxda"pmvting m AioR6) 50h 00h 701a 801n soN iW in 1201. 14DIe 16Dh M p Recbt�ala 7taLVTdai9, 17�teagidar T-pref-ca. Reotm9dm 7}ep7Lia69. 11mlangliar TradMana flectanHW¢ Tssa;J7dmlg. Rect®" RepTdal9. Rectaa9� 7taptTd-a. ReotoeW- Tup ilmo• pedalo, Tme[Tda09. 650 Alum' Losdri9 L4add0 Losece tAadr41 Loalfrlg L90drt4 Loadng Laadagi IAs Losing Laldng Leaft Lolfty Loadb9 LoWnst Loadry Issuing Laadlsg a r a r r r n 2a b r Z, a a P. r Tube m ., „ a v a 2 z a 1s lywim, $ g "fry lei 11 & �? a a� 5-� g G �.� � 2 U Un V �� U � U Ga U U U Uv U Uo G Ua U Ua U U C U U lgG �~ U_ Ua U U U �� ra s� �.� e�• �� z� � �$ �" 5� <� s� <� sg r s� �� 6 e� so add �� �$ :z» -& -g s zs e s'a d`a >G d`c s s' �� o: s 1 �� �¢ � J� 11 1 �a �� A. z� 20 s'1 1 s� a S e a'� z � O W S 426i 170.0 620 17D,0 435 170.0 744 1700 476 170.0 888 170,0 506 170,0 992 170.01 519 1700 1118 17D.0 521 170.0 1210 fAA 621 /760 1404 170.0 521 158.7 1026 170.0 S21 136.9 10W 170.0 SZ1 0 J rA 48 in 170.0 708 170.0 624 170.0 BMW 17dD W 170.0 89'2 17DA We 170.D 1133 170.0 661 t780 1275 170.0,677 176-0 1417 iM.0 SOD 141.7 1417 17A0 5C0 127.5 14V 170D 66D 108.3 1417 170.0 BW 0 0�1 -- 50.B23 in 170.0 747 170.0 563 170.0 EM 1780 631 170.0 1046 170,0 634 170.0 1195 170.0 723 1628 1253 170.0 747 146.3 1280 170.0 760 121.9 1286 170.0 7 104.5 1286 170.0 7w 91.4 1266 170.0 750 p W Cl 5441 170.0 787 170.0 012 170,D D58 170.0 691 170,0 ilia 170A 764 150.7 1130 IMI) 6W 133.9 1130 170.0 837 120,e 1110 170.0 D50 lace 1130 170.0 861 EGA 1130 170.0 881 M3 tt30 t70.0 881 �' on m to W 601e 170.0 885 170.0 701 t46S 615 162.3 761 1255 616 1444 746 T09.4 916 1323 738 87:8 GIs 123A 726 47.9 216 118.E 720 732 8t3 114.} 7!5 1ZL8 828 it4.4 776 d4,9 bib It4.4 775 _ d !-- CD $$ 63In 15L8 83D 16t.9 710 t28.$ 930 138.9 694 100.5 e30 1232 Bel $0 = 1122 870 84A e38 101 662 75.9 M 904 556 63.3 030 94.3 649 542 630 SCI 649 47A C30 94.1 W 2 jo 86h 132.1 767 1400 650 IWO 757 119.6 835' 94. 757 106.0 624 825 75T 96.1 614 73A 757 00.1 ON 68.0 767 84.1 600_ 85.0 787 78.0 593 472 757 782 591 41.3 757 761 591 Z j 72h 101-7 630 1080 332 84.6 aw .six 540 727 636 80A 530 all 636 722 $21 685 6W 66.5 514 50.9 638 023 503 42A 638 57.2 6W 382 636 55.3- 497 31.8 638 652 497 TBh 86.5 571 WA 498 72.1 $71 70.4 468 81. 57i 67.4 d70 64.1 Sti 60.8 47i 48A $7i $$.$ d84 432 571 St.B 459 Xo $71 47.0 4511 308 571 44.d 447 27.0 $7/ 44.6 446 05 ¢ � � r 73h 80.0 642 82.4 474 66.7 542 70A 40 51.1 542 62A 458 MA 542 66.7 449 44.4 542 51.0 442 40.0 342 475 437 33.3 542 429 420 256 542 40.6 425 25.0 W 49.1 42304 Win 621 407 63.1 351 CIA 407 48.4 355 372 407 39.6 348 325 401 Sall 343 28.9 407 321 338 2@0 407 29.8 334 21.7 407 26.1 327 18A 407 24J 32Z 7@.3 407 23.0 319 8, F � Z co � ID W in 4Z.9 355 44.1 320 3d8 W 372 344 30.7 358 32.1 309 2d6 358 2 S 304 238 358 26.1 300 21.5 360 24.0 2W 17.0 358 21.0 240 15.3 WS t82 28d a LO x 1% 90 108h 30.1 283 30.6 255 MI 263. 2d9 251 21.5 Z83 !220.0 .6 247 Tie 283 10.9 2" 1d7 283 180 240 1&1 Ml ids 271 � W n 1117n 27.E 267 283 242 231 267 214 Z36 19.8 Z67 230 lT.O 287 18.3 23l !64 26tWh 22D 22B ?23 t+D i0.3 18.8 205 15.7 Z29 .2 2R2 O U X Q O TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: s r Z m 10,0 An bor Capacity Table bs ANCHORCAP.,,,,,,,,,, C7 - �� IY Subs 2is Caulleie 5.5i Cape. }bSmt CMU FB+A Q4(I pTWead NNht (D?o)Xt )=ANCHORCAP._ 4 ° �-�Z, "IV'Ell* 'IVS9 Eta 41EEtc0 1t4'SS Etc CIO steN m23led #123:eef M(JLLEON CAP.,s,,,,E An9hOrCOp Pagema nnchor7ypa: 3/16'Etca UlWaoon tta'63co umma 3'10'ooe utvacon Ira^Bea u:6acai PRODUCT REVISED Uua AOoROetW unmcon A99m(latar 9amio(O5)6srew(as) 84mw(G5) USE THIS FORMULA TO OBTAIN 7HE'ANCHOR EdW Dbbnca On7 1' birr 1' 2-1lr 3-9s 1' f 2-VT 1' 2tlx Y 3-ve• 2' 0.48' 0.59• D.Yri' CAPACITY REQUIRED'CORRESPONDNG TO AN as complyln8 with the Florida Em$4daent{ht 1.374' 1-3t4` 1;5t-0' 1311• r 1-114' i i-Ttk• i-t/4" t-17k' t•it4" t-1/4^ 2' i-3te' 14V wn9s ACTUAL PRESSURE REQUIREMENT FOR THE 5u11ding�Code 2 Anchom 9 4317 AIR O.C-/Sir,ad W 01I C6p(Fo-t7 3901b3 SWIM 45D t* 890 M 1644 be are Me : nOlbs 3540A 7400. 3741L. 041. Sea 51 341 fffi 4421be be OPENING.WHEN IT IS LOWERTNAN THr MULLION NOA-Na. 17-0530.09 4 Anchc.51.15'Mh.O.G l Standmd("Celt)Cilp ft ZZ 480 M TOO 0. NIA WA WA WA 3801ta WA WA WA NIA WA 8621� 640 _ 112e 1bs CAPACITY(FROM THE TABLE)OF THE SFII=(:(FD F-uptmtlon Date OS/25/202'I 4An.h-139'Kim O.R 1(2)W Angle Clips;(Fig.31 790ibs MOM 68D Ike 1560 the 1896'be 0401c3 560 bi WA 760100 7401h1 6W lb. 19a21be 6821hc 98 by 1120 U. MULLION.TT WILL YIELD A MINIMUM ANCHOR .. 2Ane6as®OAS Mn.O.C.l U471p.M!0.1Z5'Ahm.{Rg-4j WA WA WA WA WA WA NIA WA WA WA WA WA WA 715 U. CAPACI-`/WHICH MAY BE USED TO QUALIFY DY S Arxiort F-Clip O'f0.6p 19S ba loss. 225M 4451a 822 Bs .MM 140 Fb 1T78. vo We 1576. 332 i6e 4738z 770K 221 Ila 2Wlbs ADDITECNAL ANCHOR OPT"IONS FROM THE IVGam�Da rodoe4 Conch! 2 Anoho.�l.iS W.O.C/F-tlip(Fl0.81 240W 35U he WA WA N!A WA iDO tba WA NIA WA WA^ WA 3i11bs 4420s 5w bs ANCHOR CAPAC17YTASLE NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �"'y CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE2 TABLE NOTES: ��•/+' -.� 1 ow I^+- SEESHEETS 2-0 OR GENERAL ION TAALLATION METHODS.1)SEE SHEET 1 FOR TABLESNS ON US ING THE AND SHEET 25 FOR INFORMATION ON LOADING. 11tii1l it tt 2)UNBAR INTERPOLATION BETWEEN MULL LNG7L15 AND7pR OPENING WIDTHS IS ALLOWABLE. t ,,qN^.......N,y� FIGURE& 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750' � ��� LICENSE:'•/�4' . ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, ,�,` •:tom FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.58705 ANGLE CUP MUST BE USED 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 BE PRESSURE-TREATED •_�n ((^•-�/ �` 650 FIGURE 4: FIGURES: FIGURE fi: YELLOW SOUTHERN PINE WITHAN SG OF 0.55,ALUMINUM SHALL BE 61[63-T5 AND BEA MINIMUM OF.125' R _- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.GW THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i'�•-- • RI LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST BscREW THREADS BEYOND 7'X2.75'X.650"MULLION tS�ONAL THE MATERIAL#10 S#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. t A.LYIVtt,tAILIER,P.E. FL P.E-#55705 tie S on Capaclty Table TABLE SA d a Mulli L s emirg mdiiore) o :)panino Ndth(frtERtnDy-sP ngrnL9lpas)orOPeningHoiBh<(forl�lf20 F 129n i'ioin ISO � N Sohn eon 100�n 7U9JTdanO. eaH 70 in � TtnWlltang. ncsTfll�ar 7eaQ1'Tr 9• Reefa�8'M1r TnlNkia+6 Ro'�ntRdar I.�wne oi' n Sbn ef-' imam LoaawD Loaflr10 LoeRna LaaS19 2eetru+B+te+ TrapTdag- f2eeMBwa 7tnAT7afiD. Relu rmPJTdnnO. imdn9� Tiva8n9 1 tic Ten3. 2eciaa 0 Laa9nD ����•••• Lna408 Lca308 tmEa9 L° 2 y, i 2: _ .ga _ 2 ., u u N 1'13.72b" LoaaaD . $ U $ Lnaaf9 .500"ANm a „tr r .F L _• ' a .. 'a^ ..8 g �a E �. ��. �` � na o � o to g a.- S Sg• ffi ' S �. $ $' o U_ o� p,,,, ii� $ f7a �� �� s .9 ae ff� r3 i�3 '� a ,fig ZAE� O w n fi& � I �>� sX e � m a'di€ a aa� s' d¢ x dr u m 9� �� �$ d s'� �� � �� � �� ��• �� aB,9 tz4a it9.D 5r no.D 14Ba rro.D gz1 179.a 1xs 179D 52t t54.4 18aD nag 52t W cl) � f76.0 47B 1T0.0 Yfi8 fTQO i0B 170.0 a82 S70.D 5f9 17Q0 71t5 170.0 Sz1 l571 iT9.6 GE9 v7 ['L" T 42 n 170.0 E2D II0.9 409 170.0 744 17aD 1817 1Rf.D s6o 157.7 1577 170.0 680 135.t t'S7T 170.9 BSD StOa cG o 1-^ 48 n 170.0 To3 "D-C 524 170.0 EEO 770.0 5Ea 170A SB2 170.D 83D ]T0.0 tt33 170A 6eM1 170.0 1T+5 t70A BT7 �U- W 50.62E In 170.0 147 17a.0 62 1700 9'3+ 17oD 6t 170D tt 8 !MD 734 t70A ]II5 }7[t0 801 1E41 140t t70A B]7 N9,9 7401 770A B58 124•e f401 t70b 881 7080 1401 170A Bet 03.4 4461 1 OD 66t � � Sp --64n 17a0 70T 1 U7 BOn 170.0 895 170.0 761 }TD.O S�3 ti9.0 707 SSES ttSB ]70.0 878 t38.7 N5H 167.9 B28 123.3 1156 15B.5 817 111.o i15B t46.7 a10 925 i1Ee 1445 B03 78.3 tt56 1445 803 8P,4 M58 tO W n 170.0 B30 1T0.p 745 iSs.E iOGB 17aD Bm 13TD t0i9 t555 889 110.8 1049 Nt.7 B4B 106.3 10<9 t320 896 958 1048 129.5 828 Tge 1D4B 118.1 820 ec.5 10f9 1t09 OtB 59A t04B S/B,9 iN9 wIL xy� � 602 45.9 Ea3 69.8 E28 Oat BD3 Bs.7 Et7 � � �� Qz Tn 881n lBB.E 4:5 17D0 789 f39A -8E5 i5}.1 SS4 ]tH.: H55 115.7 T88 104a B53 121.4 775 92.8 665 1f28 785 83,4 955 1PGA 7S7 695 9S5 Ba.b 74D 69.8 BS5 BB.T 748 32I 655 g0.7 74B ' Q � T � e ESA STa 49.5 721 59.4 589 39.A T21 3B.H 584 34.t 711 58.t ti83 S 721n 128A 801 194.0 Biz 107,0 $03 ti4.9 882 91.a Bat tOS.t 870 8a1 803 Ofa 6S9 T1.4 Eat B3.H a19 Boa E03 79.6 642 375 it03 � � 4 N m 9 7sn tDa.2 721 }ia.t 6G9 8t.0 TZt 97.9 etfl 7dO T21 95.1 6'05 BB3 721 78.5 595 60.7 721 7a.t 568 54.B 721 O 7 z 00 cc S Dodo 78;n iDtA � SOSM1 45B 54.8 94 57S 448 4� 514 50.0 440 4�1.1 64 44.B 431 38.5 � 10.5 421 3�24 s56 3T3 1! 27A fiti 33A 42 235 5�t4 324 498 2a8 � 29.0 4a1 CV 00» BS.B 5, lLI r 86 to 54a 4°3 ss.7 434 dig /52 47.0 am 38,7 452 40.9 390 339 452 38.1 3E4 30.1 452 32.0 370 27,t 452 3D.3 373 22B 452 28D 385 i9A 452 ?Aa 359 1&8 452 22.8 3 u ?C 4}1SZ181O nnh 37S7..ft S27889 $te a S20881 D.5 . 338 Zi8 2238 17,5 338 GD 284 44.5 33E t8.0 12S 37E 19b 11.0 i38 13.B 250 cPO 7 28298 On 28.2 3 30.1 301 a N0 rat Z6s 2 ANCHOR CAPACITY ADJUSTMENT FORMULA: o _ ANCHOR RCAP. -N=ANCHORCAP.- TABLE5B Aneh*rCa a TObteglsl No]wa+u pNeOCT]U P7vram Mew CDP,)X{MULLION CAP..® suD�v�e 2-7cccrc 3stCax, va"ssFxn 9t6 9ca v4 s raw xwstem 4t25fo0 m2s1«i PRODUCT REVISED arfe prA Sc>"u(r�Y guar LcSY goer ic5l USE THIS FORMULA TO OBTAIN'THE'ANCHOR as comp%j'nj with the Florida Arxtla7ypa Sn6.ewul-on iW^EknUOf an UBecon SR6'Elm Url=m V4•Fl,EouNacon_ ABycGarzr u0raeen A¢$rc odor - CAPACITY REQUIRED'OGRRESPONDINGTO AN Building Coda ,. _.0z• r.� .-atx 2' 3arB• 2 D49• 0�' ACTUAL PRESSUREREQWREMENTFORTHE HOA-No. _1?-0630.0"I An.harCUPPAttem0 2.1YP ss/s` toe' i7'es WHEN it IS LOWER THEMUWON -- EgOepisi9tcepnY t" 2-trz' t' OPENING, t 3/Y fy4. 19I4- 1+'/d' 2' 1•Vd !-V4' 1-1/4' 1-t!4` ]-1/4" 1a/4- > -rattoa Data 05126l2021 E3fit' `� 457 IDS EDO oa i6Yf Ws yoDn 29ofm �'hd 10S 7tuA �`tjfAr wA� aw 66z ors 0-- 112t Itn CAPACITY(FROM THE TABLE)IT WILL YIELD A MINIM MANCHO SELECTED P� 2Pncnms @ a.75.1,Oa 0.G!513rC�1f Or OBet CEp ffi9.1Y 39D�' T� NfA WA NIA NIA 3Pb Ds ( t4A DY 4 AKNas@1,13"b1rt O.G/9Cn®Rl Rr pbei)C6p &2Y 413o Ge m 1o�g m9 5S0ID8 r�600n i Nut 7fio1� 746 OYS 9PD im iBd20s � iUA� 07311s CDrITIOYWNAL HICH OR OP USED TO QUALIFY ffi9am[-Q ePro actCoatro7- 4As=tarsi#9'lntaoe.J{zta13Aa9jeCl$sr03B37 '+mom 1�ffi r;a1M NJA NrA WA 1 NtA trrA NJA 32 WA ADCRIRCAPACHOROPEONS FROM THE 3Arcad8 fd a45"61n.0.C.(UCIIP.O0n.12SAWM fTI9.A) N/A WA 11/A WA l�mg M177loS 379 De 1B7155 9?21m 4791bs 170an 442ft 5W me ANCHOR CAPACITY TABLE. 1 Prcmt/fCfiP P7g 5Y ta-a D5 tib 8S ffi Es Sd5 es 872 ttb 135>ar WA NIA WA WA 311 tDs 4�1D3 S6II Its 2PnSt1m5 91.55'Yi2 O.CIfCr4f tf1C BY H R S:O Dt0 WA WA NIA NM 1908s NW ~ NOTE:FOR-I r=OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLI . M.400"-1 FIGURE}: FIGURE 2: TABLENOTES: -� })SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND, 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. } I 3.125" `� Ny LYN V 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND!OR OPENING WIDTHS i3 ALLOWABLE ` a(� ._-••_•,.;j/ ----•� 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. FIGURE 3___., i No.58745 HOLES IO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 *; - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 50(r - _ U� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:OONCRCTG SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GRTREA ILLED O-`.• g 7E �'"4rj CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM C 90.WOOD SHALL BEPRESSURE-TREATED 9"X 3.125"X,5'MULLION YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SiIP.LL BE 6 GAUGE). R CMINIMUM EL TO' �,p _ FIGURES: FIGURES: (}"VF MULLION) ftCs''•; OR[DP.• G\=�~ FIGURE 4: TH'CK STEEL.STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUGTUFiALS7EEL TO BEAT , ;S"ONAL� LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SOREW THREADS BEYOND ® THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR410 S.S. A JLTNN,MI0tA P.E. • - FL P.E-#58705 TABLE 6A mulnon Capacity Table gb5e) mitilon0cropeningm Ica w 1 0 pening 1000 120h MI. sob In lob sob 901. - Twpa&ng- Ldg TMPM"- ftvo Imalum P-IMVJ Immia -Trpn..V. GP_d_g. Rwbngldw TrIPMffng, R;rrAa 1;7d-a ftt'W Lmbg Umd.g L�Mg loadhg L-daa Lmdrd L-ling L.�d-g L"dng LmdM L-dng L_dm Loeme Loa" JU t L"u I Iff ! lx4x.129 cli PJU..Tube 0 a V) z U.J 0 L EmOG 1 7 IN A x 42h 170.0 M 1700 4j7"t70o 74 170A�478 il'0-0 668680 0,C) 1133 170.0 661 Ima 1275 617 IM 1- 17110 756 7M CD a) 1700 624 170.0 SW 17MO 6" 170.0 M 170,0 M 1=4 I= 170,01 750 07.8 IZ35 17MO ID -io 5a t701 7W M-1 17D.01 061 cn 40 b 170.0 708 g�j 170,0 10a 170.01 M IMO T_ 51DD .7 170.0 eal 772 1165 1 1235 ]I'7�0.. co 'Lon jW 115, IF-1 882 7707 31 7. 64 h 170s 170D 612 770.4 1700 170.0 11% 1�4 - IMS IMs 1042 Its so 126A 78.2 iZ� -Ims 7" 46- 012 70.0 70, 166.7 1042 170.0 797 142,9 WO 161-1 W2 12" '042 1 7 5'5 1112 1 e4i sm Tt-mj)_74-4 56.7 d 17TO 90,7 M 114.8 7W TGS 9-2 iM,4,1 rAS so b UMS - 113A 9W ine 7112 laae 692 121.4 765 - -Wig 120 02 1444 790 817 V 1.2 M 5.1 713 59,1 947 94.0 711 51,7 047 04.0 sm b ir,� 30 i7cs 74S 1512 M Gas 547 8 0 669 647 140.0 IM 11&1 947 1 03 768 10$.4 947 117.7 752 01.9 047 IM.7 7W Go I, L.5.4 0.0 730 137.8 75 _i;T_�,4 Sae 755 1 849 67,11 w 0 1149 7 �;5 80 52 42.5 949 IiA CL z ICO.9 708 co 10 0 7 71.2 mi w 47-s 452 34.8 400 I -,f2 M2 r13 _4EU i62 62s 602 413 762 69s 07 - Z) rr 656 96.. 64,2 762 _jW 87.3 M M2 543 667 33.4 724 111$ M5 722 M ON 7rh -7715-; 12D SIA 63A SD clj 94s 7W-_jW 74.4 609 59A 724 Z z - Otj 78b 10SS' M 711.41 634 as 724 62, .3 .9 .8 3%4 446 210 E43 34.9 436 24.8 S43 7TI71 21.7 543 3B.7 AIM (0 NCO.4 CD 4W 38A S43 34.8 W - - - 4W SEX _iw-;a 28.7 1= 7.0$ 476 25.6 M 17J3 478 24.2 376 9, Win 646 W 47a 32.0 395 9 478 25*1 - 476 Ws 427 47.S 478 49.7 419 .8 39.5 377 24.0 1 21XI 377 ZU 317 -ici- x 0 39.5 4 31A 78 117-6 32, _jjj 37T =5 284 _iV 031. .. -2r,2 __i7v AIT Nis U0.3 377 377 30.0 7 .6 22A -TSF- �j 15A 7 114 "7 305 10.5 x _j4 4 3M 20.5 357 22.0 357 20.1 301 2�6 0 3 7 g I lith . 30 3T.6 - =9 _�_73 26n kJ b (1) 'll, Ej� 270 16.3 102 2V Ifis 121 b .3 3cs ms ws 24.5 V4 V.0 305 21.7 o go 17.0 1 .................. (!1111:11 11 ApACrTy ADJUSTMENT FORMULA: AN Mf 10f (ANCHOR CAR::)=ANCHOR CAP.- TABLE6B An h.rCa Table ths (DP_)X _MULLION LL ".7 2SuDstta-a .5k 0- P PRODUCT REVISED ,,'6*Ek. Lmr� IWEICOU.- CORRESPONDING TO AN Building od 3110 Flw MM- IW Ecm UMMM IrElco USE THIS FORMULA TO OBTAIN THE-ANCHOR -to-PIZ ing with the Flodda I AncM type: CAPACITY REQUIRED' E ROA-No.- AnchorClIpPa ACTUAL PRESSURE REQUIREMENT FOR TH 1.14, • OPEN ING.WHEN IT IS LOWER THAN THE MULLION ExplaItion D; 06/26/202 CAPACITY(FROM THE TABLE)OF TFIESELECTED MULLiom.IT WILL YIELD A MINIMUM ANCHOR By Mr. 169211. 6621 1IM7. CAPACITY WHICH MAY BE USM To QUALIFY rfllamp�a Product 660 lb. WA 1327 It. IBM 9. ADDITIONAL ANCHOR OPTIONS FROM THE 4 AWho. a,hilm aC.1(2)295 A.V-CWS Ua_4 ft IC20 840!m NA 1140 IbS 1122 lbg 1320 w 638_w- la WA 117i6.- NIA MA KA 2A IVA WA I In ANCHOR CAPACITY _N WA RIA WA um ILI IA WA -- 515-po NIA 440 lb 34i W 4421.M 4 A, 5rp t NJA WA -51)lb, WA It*U 7051b. 470 ft WA _ - - - -- WA NA HA2UA 700 b. _WA WA WA NA M P. WA 4fis 01 NOTE:FOR THE Ottsc-T CUP,USE THE SAME ANCHOR PATTERN AND-ANCHOR,/ALUSS AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGUREB: FIGURE9; 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- ....LYNN....... 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,.tCENst*-. 4.00V 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES z No.58705 FOLLOWING OlMpNSIORAL RESTRICTIONS SHOWN ON Si JESTS 21-23,FIGURES SHOW TO BE DRILLEt)IN THE FIELD FO SUGGESTED,APPROXIMATE HOLE LOCATIONS- 7-� izz :.4v- FIGURE OUT ED 0, S ATE 1w,Z FIGURES* RE 6: FIGUREl n�i 4,SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW XND OR -FILL 125" 9' IT vU)SH L CONFORM TOASTM C-90.WOOD SKALLBE PRESSURE-TREATED YELLOW ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM Or.12-THICK STEEL ......... ON BLOCK LIN (C� 5 L WITH AN 6 OF O� SOUTHERN PINE IN 55.ALUM -14ICK(16 GAUGE).STMICTURAL STEEL TO BEAT LEAST.12,TrHICK 'ONAL STUDS TO BE A MINIMUM GRADE 33 AND.0W 1 .12.T AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#to Nq"MILLOK P.E. MULLION FL P.E.#58705 ANGLE CLIP(FIGURES 5W)MUST BE USED IN PAIRS. #12 ANCHORS INTO WOOD MAY BE STEEL,I"S,S.OR 410 S.S. H TABLE YA Mutaton Ca city Table } OpmIng Widill(forlsldcHjVspatvung miAon3)or Opening Height(fer hadzOntaay-6parldngmdlfons) 60h Soh 701. 8DM 90in loots I20N 140h 160N g� R tmlg4af 7 terra• Trapffd a. R4cbmad- Tmpfln.%w I{pC2atDtHaT Tttp7F0aa1t RetlnnguI. Tmprr o- Recmn0a'ar 714pTda19• Rm>an8iim h0rT7nm1& R.Gtat®Ms1 7RF'7Ti�009- necimrDuly Tmoadrg 1 x 4 x.376 Ltat40 L0ad08 LaadaD L44dr47 t,wdng i.ca lrg 10adn0 taadv9 L-Ing tna+5n0 L-ft 1.0adn0 haft I-dn0 L40dA4 tAndng EHadnO �Y U AIum.Tflba �.Fill. s..MMllong ss � ���- �`• tY �" t3 ii$ 3 r3 &� & 8g L9 � e s �� a� g a� o Ua gg a 5 gg a � s is s a- g 9 g a q gg z 2 Ha yg q � a z----- a �6 2c• �� i - d �K �4 �� � � � �6 �kill. ,'�a d� s a" 5 a 5� � sc `da fc K8 Ec a�8: 0E dK (z!U; O L'.1 42N 170.0 62D IMP 435 170.0 744 170.0 478 170,0 960 17a0 506 17aD 992 17a,0 519 iro.0 1710 t70.0 621 170.0 1240 170.0 621 iro.0 1490 170.0 621 170.0 1336 IroA 631 1T0.0 1H04 iro.0 Stf y1 ,J to ClT 4HM 1T0.0 TOB 170.0 524 170A 850 IMA 6N 170A t7a0 630 170.0 1133 170.0 WI 17a0 t275 tT0.0 fi7T t70.0 141T 170.a 88A t7PA i70D 170A 6pP i7D.0 t9m /70.tl 600 i5t.8 202A 1roA 5� _ 50,02310 170.0 7a7 1ro.D SB3 f70.0 696 170.0 631 170.0 1046 VOX 6E4 1T0.0 1795 170.0 723 f70.0 1316 170.0 747 170.0 1494 17a0 756 1700 77H] 170.0 756 15HA i87H iroA 798 136A f31H iro.P 758 W CD r 341a 17MO 197 170A 612 170.0 $53 170.0 691 170.0 lite 170A 764 1Ta.P 1275 170A BO] 17b.0 1434 170.0 837 1ro0 15% nD.P e59 158.9 1199 170.0 661 137.1 1799 fro.0 861 120.0 1750 170A H81 ? w 1'AM 170.8 885 i70.0 791 i70.4 tit i70.D 7H7 tT0.4 t2W 170.0 H78 170.0 ta17 fiaD 944 im.0 ism S7aA 999 165.6 t61H 17a8 t033 12it6 l8t9 170A 1083 111.0 ifi19 fro.0 1063 872 1818 570.0 10H3 Z Win 1ro.0 8N 170.0 746 1ro.0 111E 170A 850 170,0 1302 170.0 510 170.0 1488 170.0 tme 10B.T 1342 I70.0 1078 f47.0 1542 170.G 1f22 -Ii7.5 f342 f68.5 115E tOaT 1b42 t67.H 1167 88.t 1642 167.9 t157 U 170.0 074 170A 709 170.0 1169 170A 9M 170.0 1364 170A 1DM 160.6 1472 170.0 1066 14Z8 1472 100.8 1148 126.5 14R 158.0 1/30 1071 14R 14T.0 11tl0 91.8 14T2 140.0 116f 80.3 14T1 f46.0 1104 Z w f m T Rk+ T79.0 100 froo .8T8 17D.0 12m 110.0 1�. 150.6 `.320 13sa MI 1320 132D 14AD tW fi73 1320 137.e 1066 105.6 1320 U&S 1049 eH,D 132P 117A 1tR4 75,4 1320 111.8 IOW 86.0 132D 1f2A 1of2 W � :@(, J 7H In 170,0 1122 170A 93] 149.8 1184 t59.4 1013 123.2 1184 130..0 891 1123 1194 125.7 078 00.7 1134 1163 4H4 89.1 1184 107.5 952 Ti.B 7184 9T.6 3' 84.1 /184 93.1 927 3b.T 1184 923 tAG _ 78 N 166.1 1124 170.0 987 138A 1124 147.0 9G7 118.0 1124 120.p 947 103.a 117A 115.6 931 423 7124 105.8 H18 53.0 1124 H8.5 906 �] 1124 89.0 BrA 59.3 1724 B1.3 881 5t.9 1124 832 B78 0 t¢' 2 Z �_ Q N L71 80N imt 84t 17tA 750 99.1 H44 94.3 736 T7.2 844 82.7 R4 Ze 844 T43 712 00.1 814 8a5 702 54.0 844 61.4 693 45,0 BH 642 878 39A 84d 50.0 666 33.9 edq 1:.T 6E2 `y Z 06 in H9.i 742 gib 963 71.2 742 77.2 652 6a6 742 872 Stt 55.7 T42 58,8 &4' 49.5 742 64.1 622 44.5 742 49.8 8i4 37.i T42 43.6 600 31A 742 39.8 600 27A 742 37.b 684 D, h B 4+p yp 100 Yr 620 506 8:L9 530 d21 666 WA 671 44.7 No 46A 513 39.1 566 4fA 505 34.8 6B8 37.3 4. 11.3 S88 .2 492 S.1 t•0 29.8 4H1 223 696 245 4R 10.5 588 24,7 9C9 r. to M N �o 'a Sit M S7A 55S 58.8 503 464 S55 4A5 496 412 665 429 4H7 36.0 655 30A 480 ]2.0 li:S 342 173 29.E 656 313 467 24A 555 27.1 457 20.6 655 2a3 a48 18.0 22.4 442 i4i X t20 kt 4$6 475 48,4 433 3&0 475 34.0 429 32A 475 33.T 42a 28.5 475 29A 4t4 26.3 476 2&8 409 278 419 24.6 dQ4 IBA 4TS 21.1 3H5 tH3 475 i8.7 387 143 475 17,2 3Bi 1 b x ¢ 3 144In 26A 330 20.7 305 220 330 224 301 tab 330 1B3 29T 16.8 ]30 1TA 2H3 iY a � Z O t0 ANCHOR CAPACITY ADJUSTMENT FORMULA.- a' "5 u 5Cf TABLE 713 Anchor Ca Table b9 /ANCHOR CAP.,d,,,,, $ c� "5 satstats z.tic cacteta 35%m,°. Ilia-cmu rada4u PTW d Mont (OP-)X IMULLiON CAP.,,v,,,��u ANCHOR CAP.- Ilia- ua-sseu0 5118•EI. ll4'ssEka dlosleJ 41261ee1 412s15d PRODUCT REVISED AndWrTypo- 3N6"Eros Uomm IN Pi..Plaeem U1rMb'em 3116•Ft0 Uracm 114'EIDD Uhaetn /rs50r ��� A99.06x 8,-(Gs7 SOM(05) 0.r (05) USE THIS FORMULA TO OBTAINTHE°ANCHOR •9 comp in with th•Florldo Anchor clip PaCDtna 8 E40a imtame04k t" z t t' z-irr suc r 2•+n' 1• 1�tR' 2' 3-ue' 2• 049' MW D.324° CAPACITY REQUIRED"CORRESPONDING TO AN Building de Emmuma00nk i-3f4" 1•ar4^ sai4z 1ar4^ a t-vr faro• 1-1F4' t-1F1° t•a4• t-v4• z• Iat6 1-Le' vanes ACTUAL-PRESSURE REQUIREMENT FOR THE ) Non-No. 1T-0630.01 2Anchnr®4.75'MM.O.C.!5ta1c1n0IX OIBef C1P lFA1 tb2k 3901hs 3900n3 4501bs E901Ds 1E44 Ibs 2ro lls 2801b0 35a au 7401be 3141t3 31b, ;WA 347 Ns 4421� 560 @4 OPENING,WHEN IT IS LOWER THAN THE MULLION: Exphailon Date 05126l2021 4 ARchn'4 2.25 fNn.O.G/SP+Mtrd(0r Oc e0 GOP(FCC.3k 7D0 ms 7CA Iea Nib 1410 b» eS2 me WA NO 1b+ WA_ B30 ms NJ 6621be 6B5 ros 1120 ha CAPACITY(FROM THE TABLE)OF THE SO.CCTCO B 8Amnont�1.19 Min.a,G lstand d(arotuty Clip{FlO.ik 9601Ds 14001b0 WA WA WA WA 760IM WA WA WA f]03 Sn 1Tro IW 22401u MUWON.fi'1'JILLVIELDA MINIMUM ANCHOR Y 4 .0.C.1(A2157P3 t IQ I" 1 780 @s 7800xi 00044 t5w1m te98@s 3+080 669ID1 WA 7601W7-08 tta 692 the 866 iGc tlNt be CAPAGITY WEIGH MAY BE USED TO QUALIFY Miam aPm ue tls0 Arclrm®3•hOn o.c.r Rl zsA °ceps HR9-sk tnalbs t17o o+s 7P7D@n 23431de 28441b4 6m H.s H4Pibs WA 114UMS I=ts lozzm 13a Hs lam 2n ADDITIONAL ANCHOR OPTEONS FROM THE 4 Amhonl®OA5"Mh.O.C.r 11Gi(0,h10.12'u'AlOni.(Flo.7k WA WA A WA WA WAWA WA WA WA WA N7A 1430 Lc ANCHOR GAPACf7Y TABLE. o,cr FLitP(Flo.ej 350ma0m 290 8rs 705 fbe 4ro me WA 2801ha A 315 Dis WA 341 Ih0B0 roa-the 70010e WA WA WA MA 380703 WA WAWA 6821bs 8851ba 1120 Ibs NOTE:FOR 7HE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -^� 1.052° �^•- --j i.000' E-- TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SFLET 25 FOR)NFORMATtON FIGURE 1: FIGURE 2: FIGURE S. FIGURE 4: FIGLtFWZE B: FIGURE 9: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • o • • • • • • • • • r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND,'GR OPENING WIDTHS IS ALLOWABLE. \���1aQNY LYN/IJ • • • • • • �• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE tS�;•'•y1GENs�,,'•.�Ct 4.000' 4.000' Pr •., i • DR"IF IN THE FIELD FOLLOWING DIMENSIONAL No.587 1-23.HOLES TO BE DR 05 I SHEETS = SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *"" FiGUFE b: FIGURES: FIGURE7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 201 SPECIFICATIONS.HOLLOW AND • • 'i��'' •�•--•�`II GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE • • • • �.�i PRESSURE3-T5AND BEA MI YELLOW SOUTHERN PINE WITH AN SG T OF B 0A MINIMUM ALUMINUM SHALL B£ 1 p F �� I 6063-T5 AND BE A MINIMUM OF.125^THICK S?EEL STUDS TO BEA MOVIMUM GRADE 33 AND AAfi" 375 .375 i� THICK(18 GAUGE),STRUCTURAL STEEL 70 BE AT LEAST.12V THICK AND A36,ALL ANCHORS37T. 7VAl ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.*10&912 4"X 4•X LION 1'X 4•LI.375'� �LIY�M(MtET3r`�E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. -MULLION MULLION FL P.E.#68705 1 TABLE 8A _ e � Mullion Ca a4a Table Ibs/It2 8 Opening Wldth Mrin3rlically-spanning muriions)or Opening Height(for hod2Ardallyaparinirlg mullions) 0 a W In co In TO In go In eD 1. 100 in im In 1401. 1601. p Recmrri3/lu Tnpil7Aanp Reatargdar, Traplfdait0. R4cmnprlar 'Raprlaan& Reaemgoar Thprit8mg. Rectm�9uter 7tapTnarg. Rectarguat TrapRdang. Rclan9uly T/aplydwg. ReeWgNer Tapl7darg. Rceang,pr 7r�mkn9. 126"Y L-sn9 I.n4b0 LaadnO Loading Loading LoadA7 LoadmO L.-F-4 laadn0 U.un0 Lmdllg Loading Lmdna Laadng lCadna tnadng L0adn0 LOadkV 6z n a n r n r a l_ r a r £ a a a r r ;�• r r & F n 2• a a g LL .266"ANm a„ rube Mull &� a8 a� j .� ag �.� a N a� a a� a s a� � a e am a a` ab a as a a� a a a as a a 9 a a �a 9� a� s� s� t IS _�� °_ � e €� h a@ he �� r h� o =Nk a sa !a sa a �� dE s s� 2 s� d`t'e Z W O 42 in 170A 620 17a0 435 170.0 744 170.0 476 17D.D 865 170.0 506 170.0 952 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 V0.0 1488 170.0 621 170.0 173fi I7aA 521 151,E 7769 170.0 521 u�u11 481. 170.0 708 170.0 524 170.0 BW 170.0 584 170.0 9R 170.0 630 170.0 1133 170.0 661 17D.0 1275 170.0 8T7 VIDA 1417 173.0 am 154.0 IS48 17a0 680 I= ISO 170.0 660 118,1 1548 1700 6" a 'J GO N b tm.625m 170.0 747 tt00 5m I70.0 896 170.0 631 170.0�f046 170.0 684 170.0 1195 170.0 723 1700 1345 170.0 747 167.0 74W 170.0 756 139.2 1468 170.0 756 1193 1968 I70.0 756 lota 1468 170.0 758 C5 v.. 54 in 170.0 797 170.0 612 170.0 056 170.0 641 170.DI 1116 170.0 764 170.0 1276 170.0'803 1611 1376 170.D 837 146.8 1375 170.0]28.5 1113176 170.0 851 104.8 1376 170.0 851 91.7 1378 170.0 951 �-d. CJ co Wh 170.0 565 170.0 701 170.0 I= 170.0 797 153.0 1155 170.0 878 129.0. 1153 197.4 93D 1T3.6 1150 156.8 919 1112 t1W 150.066 144.8 905 79.4 iIW 144.8 905 695 1158 144.a 905 F W to 0 63In 170.0 930 1740 745 163.1 1051 170.0 8W 137.2 1051 155.9 862 120.1 ICSi 142.0 US 106.7 1051 132.3 837 MI 1051 125.751 119.5 822 68.6 1051 119.1 821 8a0 1051 119.1 821 d ZQQ I Y Win 167.1 967 170.0 789 139.3 057 151.6 605 119.4 95T 134.0 790 104A 957 721.6 777 92.8 937 112.8 T67 83.5 957 IW.057 100.0 750 59.7 067 08.9 748 fi22 057 69.0 748 � z J o B eU c 721n 128.7 8" 1352 698 107.3 804 1152 684 91.9+ 804 101.2 671 80.4 604 91.4 6W 71.5 804 64.1 550 64.4 e94 78.6 04 723 633 46.0 804 ass e29 40.2 a04 09.8 028 W `L :� 5 �a 701n 103.4 722 114.4 WO 912 772 072 618 782 722 eba 606 68.4 722 T6.7 6% W.8 722 70.3 588 64.7 771 85.5 2 59.5 570 39.1 722 W.7 565 3&2 722 W2 664 = fi as°Z N J M _ 2 76 in 101.2 W5 105.6 WO 84.4 660 89.6 SM 723 665 78.6 677 63.3 685 70.5 sea 552 so K5 SW 60.5 Gas 60.1 S 64.3 643 36.2 686 61A 537 31.6 685 50.7 5W � Q w r � m lrl fi5.9 515 69A A57 54.8 515 5T.5 4l9 47.1 SI5 a0.1 441 412 515 14.7 434 33.6 515 40.6 425 33.0 616 37.4 15 33.1 413 23.5 51S 30_S 407 20.6 515 9.1 404 Z N XWIn 64.3 453 559 404 45.3 453 47.1 381 38.5 453 41.0 391 33.9 453 36.4 365 302 453 33.0 379 272 453 304 53 28,6 366 10.4 463 24.3 36D 17.0 463 22,9 3561481n 38.1 35B 3&0 39 31.8 358 328 318 27.2 358 28A 3is 23.8 355 23.2 305 212 358 22.7 304 19.1 355 20.8 8 10,0 293 n U) � b 4)u III In 35.1 338 359 308 99 338 30.1 301 26.1 338 26.1 297 220 336 232 2 33 19.5 335 20.9 289 17.6 338 19.1 9 � x 12D In 27.a 230 283 264 23.2 290 23.8 260 tO.D 290 206 266 17.4 200 182 253 iSA 90 16.4 249 F c) N Q 1441n 16.1 201 1 153 186 C9 d..� z_-0 0 TABLE 88 i 2 "O>O ANCHOR CAPACITY ADJUSTMENT FORMULA: sucsuale 23K C-Mb, Aneha�C�dry Table i6s) H.D.CNU 131W C746 PT%V- I4ea1 (DP_3 X( )=ANCHOR CAP.,," O a .� � � AN(�-IOR CAP.,„, o a We Ow v4"SS Eta 976•Dc0 1/4'Sam_ O10 Stm 012sted ftt2 s1�1 MULLION CAP.,,a,,,aa PRODUCT REVISED AnOm Type we MEOW— 94.'Eto UItr0e0n 3'1C6cD ullmon 114'Ek0UM8COn AnchorCilp P.Itama UmzcDn A9grec'.at3r umacm Aggn'Aata 84�".'.-Io.) 3a"(057 USE THIS FORMULA TO OBTAIN THE"ANCHOR ns complying with tho Florida Eage Dsarce an) 1• _2-vr i• z-vr 3.10 1• 2-v7 1- 2vz 7 3I/F 7 0.46• D,5a• D.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building bode Emaa .l n 13/4' 13rY 1314' 734• 2' I-v4• 7-v4• 1-114' 1-v4' 1-1/4' 1-11r 7 1-sw 13r8• Svrtes ACTUAL PRESSURE REQUIREINENT FOR THE NOA-No. '17-0630.01 -2AnCMrs�47BMin.O.C./sta+damoromeid1praIT 8WD5 393te .4530S 8901. 160W 270a. 1 2008. 3548r3 7401b 374ft 564as DwDa 3116a 44211N 560D3 OPENING,WHEN IT IS LOWER THAN THE MULLION lirxpimtio.Data0 512 6/2 021 4 Ambm$1.15.61K O.G/StaArm is O'he0 Cep F79 4 -0BO Ors 7W f.0 NIA WA N/A NlA 3m is WA WA N/A wA wA ®2Iro 6659s tt21 f0: CAPACITY(FROM THE TABLE)OF THE SELECTED 4AIT"@'NIa.O C 1 M 25 AroL aW 10Tg 4 MbS 7m is 6B0 bs i5WIt6 19951D5 640I0S emm6 I N;A 7601M 745 ms eWm 1892as W21m BBSN6 I=611 MULLION.IT WILLYIELD A MINIMUM ANCHOR 4 4Arcrc19�0.45'M{n.O.C.IU-Clip,ono.126'AButt p-T34) N/A WA WA NIA WA NIA WA I N;A WA MIA WA WA NIA WA 14308a CAPACITY WHICH MAY BE USED TO QUALIFY Miami-0a ro uet Control _ 1 Arctnrr F-cnp Sid 5) 1�ms 1�2. a n5 44s m- 62z ms 1s5®s 140 1. 17>'ms s701ra 16/Ix 3221E 473Iw 17D 109 2n Ms Zee M ADDITIONAL ANCHOR CPT.ONS FROM THE 2 Pncmq i.tb'MIrI O.CJ F-M 67 ZO bs 3W ba N/A WA WA WA 1m ft NIA WA NIA WA NL1 341M 442m0 660 ba ANCHOR CAPACITY TABLE - NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - FIGURE 1: FIGURE 2: TABLE NOTES: F-1250'� ® O ® ® 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 `���aO.-...-• ,•21 77 i� FIGURE 3: :.• L4CEN6f•/`c : 3188' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ,. Q'.• .Cn� CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DUENSIOKAL RESTRICTIONS * No.SB705 ® e BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265, _ �} 7 IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL L !A� FIGURE 4: FIGURE 5:, FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '�•'•, p �/ '-•[ORIDP cl 045'THI K(8 GAUGE).STRUCTURAL STEEL TO AT LEAST 125'THICK ANSTUDS TO BEA MINIMUhD DA36 ALL GRADE 33�D 1.25'(13.4'VX MULLION) MULLION 70NA SN • 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1l4'VF MULLION) i.........1115`` O 910 ANCHORS INTO WOOD MAY BE STEEL,1 B-8 S.S.OR 410 S.S. � A LYNN MILLER,P.E. FL P.E.#88705 j TABLE$A f MUObn OapROitY Table Welrt' K ppenblp y�/tdN(tPrvolticaib-9peludtV mtdQPro)or Opening Nelpht(forFodmrJa@YbpPPnlrcJ mutfiPro) U041 16Pb "` o 80 @1 SPO:n 120b m a SDirs 70 Lt BON 7etY7danB. Rd0felsw. TfapRA+s9 RoofwDRar TreMdanp. 5pfi ftanfeeguier Tmpl7rtena Ro:fen9�°r LmONA Lnselne LuedNO LmNrq LaoiN9 0' u AntonguNr TtOpl7rlae0• Rdel0�elar Trent +m. Reolen04Lar TrapTNms fialn r Treplm�en9 Lm@nD LEE Lmmq }]ett+n9n+sr Loot taed�t9 Leadb9 (dm9 lnadnt 1.25 x 32b LOsdirc4 Lmn90 Lmddig Loa�pggB ��``,, $ f g AbmRtuhe 0 � � oLU � � � (Y�' � 0� 8pt� $��'•�� �W} lie^ h �M Y4 QfL T K K A2 in 178.D B20 M17P.P 475 570.0 HM 1I0.0 478 170.0 469 lT0.0 6P0 t7OP 901 170.o SIP 5748 7118 iTD.p b21 f53.3 i116 170.0 52f 127.7 Stt6 1TP.P 62t 7to.5 f118 i7R0 ;ai 9fla t1W i7R0 1 � � � o- d8fi 17a6 7P@ lT4.4 524 i70.0 650 170.0 684 191.8 970 170.0 630 14fl7 818 1700 861 t3a4 97@ 170.D 8T7 t1T.7 8T8 178A 8ffi7 479 ,8T8 M17B�0 B84 87.6 478 170.0 $80 7aa 0T6 170.0 19 LU 111 50-8$eN i7Q0 TOT 7T9.4 5ril 17a.4 ese 170.o e31 /50.7 627 f70.0{ 684 13t9 927 18s5 7D8 ts7.2 gl7 159.1 &19 w5b 92T 156.3 6=6 8F9 427 45R3 R95 75.4 827 1d0.3 �5 DRB Yd7 15G3 806 84W t70.P 707 170.0 612 184.5 BBB tJP.4 ezD 502] Ti6 7778 806 d98 7{P 1PT8 d899 74.4 7AS tRtn 392 718 7de l808 li6f 60.7 746 783.3 86� 5f2 748 f93.9 y11 d48 Be8 12R6 3 W z . 601s 143.2 746 163.8 Bad 11R4 746 132] Z Z_ � . fi 6PA 617 726 19d 638 fiti BOLT 480 4A,8 617 6a4 /97 a0.4 677 69.7 482 336 817 Bs-7 4e2 �e � e3N 123.7 871 t3k0 5T3 1119.5 746 131 SBB 4R4 877 186.-0 F£5 R3 6T7 8t4 S48 88.7 077 851 579 61.8 eT 81.0 634 518 677 7L0 328 4/2 671 76.7 tEA 3e.7 677 7R 66N f0T.6 BD tUJ 633 11.7 @R 8t.e 319 76.8 stJ 8R0 Bob 87.3 6/7 A6-f 610 e42 4s9 01.A B1e 5R7 A14 34.6 51@ 4R8 d00 29.8 Sttl 45D 25.8 5Y8 44P A00 514 652 -032 5/8 610 50.8 126 3R3 38T 25.2 d95 38S 38A :"J-0 465 382 ]0] �r .s T21n 61.8 510 87.i 450 80.t 518 74.2 440 393 �,1 d66 46.3 3T0 351 4s5 d2.2 37d 29A. AB.S J cH 77fl9g8O8NNNN T843051532A0 d43a8d383t21 78493R38..7P69 379 54aR9e 4d]143i2 63R298] 3322TD50 400 2A2 4A22a0818891 4431047D512i 4d2295681AA.285 37iD4Ae t, . 2t171 3267H21 2l17742.76 43�3t2i1 321417.931 S22483888 2i11d2...023 432409121 31139...t8 346 2R.4 Lit ]2i OZ Q N 367 x z 295 � N r� 2 20.7 .] •OY II C" 100 N 2A.e 270 25-i 7P0 20b 230 at.i 2R4 17S 279 iR] 201 faR ZJO s a X te x 111 N 318 119 13.1 t87 f89 2s8 18A 18d !62 218 116 181 14A 218 tag t8B i2DN 17A t87 1R2 i7P l4.9 13T /53 f67 tE (J N Q 4..r Z O f/l ANC140RCAPACITYADJUSTMENTFORMULI4; o TABLE 9B NO CAP., ,ee1ANCHOR CAP,s pnchorCa aatty7abie bR) NofimvuurAdtf FTYoOd Moos {OPw}X�MU!UONCAP.,„ .e// PRODUCT REVISED ns 4:om in Wdtb the Florida Su851m"a: 27k Cararele 3.6k Cmc. u4`88 Eta:Yt6'Qao tfA'S]Ftco tn6 6tce1 m2 6M`f Sc1rsw G5) gg 5rta•Efm yf6'EkaL6tn,mn Ua•Efe0U6rrcen AApecdlar u0r�on AOgie80bf 9cnw(o,)Datew(cs) USE THIS Buiiding odo 17-063d.01 i MI,c pne: 31W E3G0 tAtMcen tT4-Era ulamm fl@raoan 2, ], z' P.49+ 0.54` 0.32A' CAPACTY REQUIRED"CORRESPONUING TO AN NOA-No. Anchor GOPP ttOrns 2.11! &1!8' 7' 2-112• Y 2-12• Ed90 Dist0dce pnT 4 2.1/2' I" t-1t4• f-it4• 2° t•31D' ta:4• modes ACTUAL PRESSURE REQUIREMENT FOR TH t-Ltd' i-L4` 1-iJ4" F�nliedmenl In i-3r4' I•]'4' MO:Ls 16d4 67s Z7Dm3 26D m,: 95AmS 7aP Tat 3TA Dre. 8941[a 81D ma 341 Iba ad2lea Ee0Ib0 OPENING,WHEN IT IS LON/ERTNAN THE LECTEMULLION expiration Dq 5)2GI2a2 ZAi�o98;'i.75'M+B o.C.7 Bonded orC4xi atD(FR•tX 38Dms 380 ms N7A WA 960 ma WA WA N/A WA WA 1;42tas 8651ha M1t2D lLrs CAPACTY rWILLYI(FROM HE MINIM MANCH-ECTEO ia5lbs ae4 tea lsszms 692ma 8851W 1t2a Eu MULLION.fT WILL YIELDAPAINIMUM ANCHOR Miami-B pradact Gon tai 4 AnOime♦3J t.tS MN.00.15tandatd(OrtKsel)t3lP(FI6-2E 4@P ma 7W ms WA WA WA WA NIA WA NA WA NIA N1A 850 ms CAPACITY WHICH MAY BE USED TO QUALIFY a Anarors 49]'tdln o.c.l R)2r5M�e C2M 7lFis'3Y 1@o ro0 700 roa 690@a 1564 ros 16W ros 5d00» SbOibs WA 7JD itu 3 Anolnm®084'Mh 0.G TUpip,hlo J06'A81nt.ORO dx TNA WR WA WA WA N!A 1 T Rnclt4l FalA tF70•� f05lW t95 ma 1750>, 'N6@s ems 1950Yt 1CO I8s 7T7Ihs 3M III 16�IR A dW� 3lt ma z42ma 59013s ANCHOR G\PACITV TABLE-OPTIONS FROM 4 2An0h«a @ 7.16•Min O.G7 Fd7W(FlP.8): ?AO roa 350 ms WA WA WA NtA 79D faa NIA L260" C-1.250'� i TABLE NOTES: FIGURE 1: FIGURE 2: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION >* A ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 1 1 111 7 Q�yY LYNgr 2)LINEAR IN7ERPOLA7ION BETWEEN MULL LENGTHS ANDtOft OPENING WiD7H3 IS ALLOWABLE- •--• . .260" �y��.•''JCENSF Mf'�1-r'.� 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3 FGURE 3: ----- -" ANGLE SHEETS 2T-23.HOLES TO BE DRILLID IN THE FIELD FOLLOWINGXIMATE iO LE RESOCT IONS, S * No.58705 CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, _ - B�PALED 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACS 30Y SPECtFtCATtONS.H0t1AVJAND y GROL T-FILLSD CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS7M C-90.WOOD SHALL 1p_9••'." 'T. :..�` BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SFIALI.BE FIGURE 6: �63-T6 AND BEAMINIMUN OF.1OWTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,100• '�i Fs'••�Omop.•••��'�r,• FIGURE* FIGURES,. -045`T5 AND 8 GAUGE),STRUCTURAL STEELTO BE AT LEAST.125'THICK AND A36.ALL '10f 25'X a 0" X.1D0" 1.26"x a,25`X.1DD" '`� S'1 . 1GN Q ANCHORS 114TO MCTAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION FOR MULLION FOR �l,1 t���A4 i11,� 1)10 8„f112 ANCHORS INTO WOOD MAYBE STEEL.I"S.S.OR 410 S.S. FIEYA-MULLED UNITS FACTORY-MULL ED UNITS A.LYNN i1JI1999,P.E. * FL P.E.7#68705 s { D Mu01on Length D m W �3 A w ec � a' �? rrn gg _ g � oz _ 551 g_ B. m n m m m �7 p QY N gg q - i:t� muthn Capacity n P. u o a Po LD°�) ree 9 Y ➢s T ,n g 3 0 m o t3 a�ega�na Gso}d •14 S C C✓O n is o w u ffi e, s e ffi kl.m nCapncRy g m � � C p° y N to v m V ,�. '-• b o o a° a pball,/ Q i$ a Mehpreapaeay uma » » s = » H = » R.gbaapha) 0;R: e � m 3 Feathaa I6a) � - c M.O.C.""y C m a e g �v� o t�af} sa C; Q C �'' "S m ffi A Mahor Cabat6y m . m s a a s s y g S ° S ffi .� _ m wy�.aa ibsY � & 8iy a m a a • a o o <„aKrG�+=rty Q 414, MLtlldn CeDaclty49 5 ReSuiea�s}mMuYlon Capactly�m iN oag*uG Q nAnehaeC$ p� cSaws ha ° a � '� e 8 zi zo� P; O�Z+ 77.^.^ - ' '-`. b. o w w _-t-�{ m rrk Sr C�" - S MaharCapadty ' $ a y z z�"z z' w tzt t9 S �9 !-, 0 �x O S�'>�$�R a^."�2 - �� � +0 " e'. � 6 MYIUan CeDndly° W Jr i C1 zC C - .' . '. e b 6 e p3,A,°,? -Qc m- ec"N O ^ ^ m A m Required pb=) °1 pya lelC�fa�ZO N�pj C lxl1 0 y~'n 2�°Zy -'o F ` M 2 n, -+ ' MNGOn Cap°cXy 5 v ''C {}p7! imp° p yyy a R Own?)Z '' D3; 'a Ix`L u m RI m m C m w e 3s & gw a 9 Zthor000 CS .., Requimd 11bc) a m 9 C N w g a1 e 7 m m U o a m wluon e.paaq y �v {z�`<O LO yp0 mG}y ~ r-q Z • MaMrCepacey UJ'` �' m>,-yi� �? p�z j C m errnn D rd' r,-I' b' A ffi $ : MYWan CapaCilp ti S O CII a�_i +n m Z 2 0 M C.m{�m O m o 0 fiY m se e e !+ ' Y g m w MaharCapaeity w o v Nn � �o > > a �Im m S d Regaintl Obe) 77 N j r f(n� G7 $ - B - ffi td m o B Yo o g o •• ' Mslti°n Capcity (ts yy YL pp 4 A ° O�1 b, m m b o o ts QAsflt} o ,� :O 3 Z ''�.�f$zi S 8 �. a " C a cib Mcha�Capa E $ mtv m V 6 o° �o o a a• a N N a C o F° W ' soyahea psa) B N dn7 _ Om oar m w R m u Z t Mvltun Cnpacdy r a IIt 2 N N N `d'6 y 'o a, r o • MaM1a,Ca n o p S o rD A O c �i u o e (B.A)CaPseny ba r O b Z t„ o a v e m tv„ a pbaklyy. 900 � �.� > 'e OH tj1 1 n cAar capaany F o a e Reairea psa) yr om= $��.Pg.S Gg e 9a o� w .a ms o .•• •• • tAduaiten Capaey Z M a s m • ffi E � R1gaImA Qaa) AAO3OOA c QC��Zro L cns ((RRdasaWXfthttrv''ireyy Ed nalms)h r !b7anGaay 9 € u a ' u Rq1 (m°)m A nAn� xOP T A7haCapacly my 2S5 �SS. y$ — n >Fmtnr oOq. L yy w craOms�Q Om°p4. c t7 s o �c�f C�'� �AjF -+ m 5_D'ZJm�7im- 3 CAPO SmZ '""" Z u z �c 9) Mzm c cON p'YYm-1m° mpXp y") ZNN, O rC I Cm1�MOO P Y Lan 0 Tr �30 { `t7 A `r5� m COPYT r-02C17 PGTINDUSTRIES.INC. ALLFUeHTSRESERVED Z \ o n rl nw. m ° n`, = �m iDf77 IMP CT-RESISTANTALUMIN MTUBEMULLIONS �J M1�_y 1.25 X 3. 25 X.624 MULL SPECS �p rz y 'P' �}. '� RT SLA Be_ Stoe; CraMnH tiA SM1aet a "-' =yam` o °1 w =m N A NIA 630DJR 14 2 ya7n 7e'eslNOLw� Dodd,ay. Cate: C,,d By; Data: Rar. N YEHlCQ F4.ys275 ao J ROSOWSKI DB/29/11 C (Dar)reo-lcoo �'`�1, 1 t gt1111` is RI F20SOWSKt Dat06/19117 NO GkiANt3ES TFitS SHEET. >,cERT.o�AurN.zas7�s TABLE IiA .Cidlbn CamcitYYable n m775o175)oropenM9Holght(tarMlaodo3yopanlelg mflTmrt6) 160 in >j O O pang Width(Mrtnu6ca7Y-9paJon 9 i2b 1n 1dG in ' 1 BO In 9a in t001n 60 in 70 h TmpTd4rg. RoamgaaJ rop"N 9n RnsbngWM Tntp/Trmq 0^.` U 60 in dcn Renan67dar TnpTdang Rzaan901ar TnDTFri9n9• R Loadin4 ImudNB tnadrre Loading LoidOg .. LL paac"I., Toprtdsig Reegnpula TLvadne9 kendng Laadn9 LPad1n0 Laodit9 LOadlrg Rastal8da TrDpTri n9- Roo m-0. TmpTimn9. �� 1.no0ng 125 x894 Lsad1P9 tAading Leadn4 Lna4ipi .. _ � &^ o ��. HNIIbn Gg B 13 0 of c'°i_ ti z. � �9 € i�. a �.� S'S �'�" �O �@ rc � 8Q `° 'c 5�• @. a3 d`a8 d`rc8 Eca d`a t2ln iga t0.0 626 176D d35 i100 74-0 iJD.O t73 170.9 g68 1780 576 170.0 992 170.a 519 170.0 1116 iTO.p 521 170.8 T2t0 i/Pa 62t 170.0 ibT>0 fTD.O iZ1 tT0.0 i735 1T0.0 621 170.0 48 to 178.D tOd 170D 6:b it40 85g t?OD 584 77QD 992 tTfl.O !a0 :70.0 lt3J 17oD Btl1 170.0 1275 170.0 677 t7DA 1417 t70.0 6B0 1TCA t700 110.0 6ffi 176fl Lsfl3 170D fiH0 iTD.D 226t 170.D S8D � m � U1 58525s i70.0 7d7 170A 683 1T0.0 696 A0.0 631 1T06 1Ddg 1700 6fld t70.0 1155 770.0 723 1T0.0 1345 1T0.0 TbT 77a.d11494 iTOA 765 170.4 17G3 iM.O 75S 1t0.0 2g92 1709 766 170.0 2391 174.0 7S6 � F- � SS in t70.0 747 170D G'2 1tOD 95S 170.0 691 170.0 111E 170.0 754 -70.0 1275 i70.0 803 1T0.0 1834 7740 83r 170A 153i t76.9 ffiG t70A 19t3 170.0 BG1 SJ40 2131 tTa.9 861 1642 2473 iT6.0 fl51 4 tU E0m iT0.9 eat IIOD TO7 170.0 1063 1TOA 797 7fi.0 12i6 7TaD f08 17d.0 1417 170.0 9d4 tT4D SS9t 1740 990 t70D 17Tt 1700 1Pi3 170.0 2125 170.9 f663 7443 2l6t iTP.O 1063 5�.8 2t63 YT0.0 10p Z z i U pin 170.0 930 710D 7a5 iP0.0 1118 tT0.0 86P 17PDi 1302 170.a 9C0 ti0.0 tiBB t70D t616 AOA tET3 t740 '1975 17Q.D 1459 779A 742 /56.9 2D60 tRIA 1169 T3d.i 2000 /7tlA 1171 117.7 2060 POA i171 W � � �O $ 63 in ITOA 978 1)dD 749 IiQD 1164 I'76.0 903 170.0`13Di 1740 1002 170.d 1trb3 7709 7AH6 l700 t753 #T4.0 SV5 170.9 ig4fl 1TQD /110 143.0 19rb f10.0 IT.5 722e 196d i7PD 12BG f072.1366 A0.0 1:86 O rc0 c ¢ r T21n 170.0 10p 110D flTB 1T0.0 1ZT5 /70.0 1069 1T0.0 1488 4746 1126 1740 174ti 1tOD i22H /5t1 1731 1700 4315 138J.1736 1698 #388 115.fi Rid 155.9 1364 99-1 1T34 150.4 7952 ge.T 1134 1602 7 _ g i s 07 761n 1TJ.D 1172 170A 93T 177t6 tides 1T4.8 SDfiD iW5 f556 1J40 1249 14TA 1656 1652 7205 /317 1666 t51.5 12fi6 199 1556 fit3 1251 443 1556 12d.3 7229 fl42 7556 1223 1219 T3.7:1696 1212 12 z � Jg in 110.0 1751 1706 95T 170.0 138f tN.e 1176 i559 b877 1593 1245 138A 1671 752A. f221 12t2 1ST 139.i 12Gfi 109.1 147T tTQS 1191 90.9 7877 116.4 t169 7T9 tb77 1168 i74H 69.2 i 1bT7 1099 il51 N 7C�z m � Spin 1.t2.0 9/126101tn1rnn 1751491..D79 I 97fi73s50t 7T260!t3Ab3 9es59ri66g9t 1468t17&109.A5519 S9ni672t5Qlt 11729P3/.957 9B665H865 lflp0ii..56T 1977773159111 18666fl1763933 965T174 tl5N1.A.e 1iS17?7A10 953613..332 967684 7bS4S9.93T tTNiJts13 074�7415.6'.000! Dgtl6325i2HZT527 7I437LR177..9S153 179-7417i3115i00J S0440Sii.9.7i 966fS10T46 5379419.59 1TTi6 7321010i tfi3ti2i47T-A..5867 f'87G6963Gt910 642204t7 3-.4H0 N477737t51d0 653352it.6309. DREd7'9!,0b19 4322d557..d767 T9T7S7T3M50t 6A322249..A9735 H657fl01 Frn r01 N X 10Hn � p73 V rn��a At 660 42.1 624 1 443 a Zu) a $ �� 744In 3L/ 433 35.1 470 2B.9 433 29A I355 24.8 t73 25A S90 21.7 833 22d 3% � � ANCHOR CAPACRYAD.lUSTMENT FORMULA: u TABLE11B AnehorCe ocky MU, ION CAP. 0.UCHORCAP."„ m p TabalflTa) FDI4acLw pr#amd Ltaa {DP,s,}x�MUCLI4NCAP.,,m,,...)- pRODUGTRSYlSBU 25NColc. Yatax Cidl as calnPI&J,with the Florida 9uoseate 27N concrete ttd'SS pto 51tC F7ta 7/P SS Bm WO SLek1 i12 St6tl 072 S4fM C d ,r1trEtca ytCfilmtJ9>am N8^EYcU3rbrml r,�waar i119Ma� At>>na^aa' SCJant 7^•��"is`)' 9srertom'} USETHtSFORMULATO oRRESTHE°ANCHOR Handing o a Alxha'y1t4 3n6•Etta uta>:an t14°fJso:lrtlBtan Ulan 1.49 O3i• 4324' CAPACITY REQUIRED"CORRESPONDING TO AN NOA-Na. 17-0630.07 AncborCBP Paueina r z•v2' 1" 1 2N2 z•. 34m 2• tarts lams raks ACTUAL PRESSURE REQUIREMENT FORTHE Ed¢Osttrce ODI t' 2.12" 1'. 2.12 9-t7H' FADaanent fft 13rb' 1+1'4° 1314' 73`b' Y S»Vd` 1=Jt' t-7f4' t-14' 1-tf4` 1.111- 2• tFa4ms x7old3 21ams a54ms T4olle aT4las figiex B96IIs 3ntms dues FRB OPENING.WHF.NTTISLOWERTHANTHEMIA.LtON E:PirationDaSo45� 475'tJOA O.C.r 54sasla tz fl�al Ctip 4tD.1k � 3m� 4411Ds N7A 280 tat WA ta:A Ntn WA tUA p2016 esfi 1� nm H:. CAPACITY(FRWILL OM THETA MINI f M A SELECTED ! , z analort� ,pg Tw mn WA wA NTA N+A Tsnst,9 74H uu 060 ms itsx lm pzms Egg im 117D hn MULLION.IT HIGH MAY BE USED MINIMUM ANCHOR MID -0 Product Contra d AJttLal9&T1a5•M810.C.19tml a(a Cf5e4CD,1 � TEg mt t;sn ms 1963 DS ttBgiDs 5d0ia9 wp WA WA WA t25t its CAPACITY WHICH MAY BEEIONS R QUALIFY bAKlxxn�T811a O.G1(I)2t6At010C8ps1 P�9.3t tTO ms 2zi>m 2W Im ADDmONALANCHOR OP-PIONS FROM THE NtA WA N/A NA N/A N/A WA WA WA WA 4Arc17ors®058"dirt O.C,T n•50ip,IAmwr"r-mI II`3& 195 m9 10g Ra 27i ifi "S Da 8=t. 135m9 1dD 1b8 1771a9 adSQh 197 Ors 8424 WAS 341ms -0d2 Qs 5601M ANCHOR CAPACITY-TABLE. 1 ATotafT F•(.'Qt(fl9&g- 1901tS 1JTA tJ1A WA - 2Anam Oi t.iV LORO.C/F-0�$1 lF0 fik 7lD ms 350 m6 NIA wA ItJA FJTA 1.250' FIGURE 1: FIGURE 2: TABLE NOTES: !� fI • tl SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Fo pN LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- / �.�``�y LYN�y 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE () i� 3.9'r a .'VCENSe',?I`�11 FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE = ct.:• .-p ANGLE SHEETS 2t•23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICT70NS No.587C5 CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •; BE USED CS • IN FAIRS. 4)SUBSTRATES:CONCRETE SfiA!L CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND CL' GAOUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALT-CONFORM TO ASTM G94.WOOD SHALL "0, AT.E C 2�4 624" FIGi1RE 6: BEPRESSURE-TREATED YELLOW SOt3THEFtV PINE WITH AN SG OF 0.55.ALUM SHALL BE i i �`'••FC ORIDP•.•'•ti`+y` I-IGURE 4: FIGURE 5: 606?,-TS AND BEAMINIMUM OF.t04"THICK.STEEL STUDS TO BEAMINIMlR7A GRADE 33AND ��' +ion ® .4A9"THICK(t8 GAUGE}-STRUCTURALSTEEL TO BE AT LEAST.125"THICK AND HE ALL f� O . ANCHORS WTO METAL SHALL EXTEND AT!.EAST 3 SCREW THREADS BEYONDTHE MATERIAL- 1_b`X 3.9C X.624' A�S.NdiiV N• '•P.E. #14H N To M INTO WOOD MAY BE STEEL •15-8 S.S.OR 410 S,S. MULLION FL TABLE 12A M.1l Ca pal Table fill mirsons)orOpoindrig NO III mullions) 14-0 h LOG 1. Mtn so In 100 b 12l In - 61 so In 70 In - Mo. 71 Iff T-1 ;;;i GO Rzw'w� Tmll twguw mvffrd�X i7mmswa R--t"Vd- Rl TWITInw. 9 2x4x2S iTi i All M.TUbe mullion S. 2.- a, z LU 0 W ..i all 11 0 swr,7 m I. imu 17U 435 170�, 7" ITO.0 478 x W OJ I f7tV 6W Ilan 170.0 ZW 17o.o I?w 170-2 766 170.0 2= 17MDA 170.0 2391 ITDZ 756 MO 170.0 1 170.0 644 17MG 1195 7 723 747 170,0 1494 1 70. 170.0 1434 17MO 837 17CLO IIW Ina 1913 D 170.0 170-C 1114 431. 170.0 70B 17 WZ 170A 754 11 M70.00 1275 17D.0 17 vao 1 low K04:8 SSG 681 Di G!12 1110 01 434 170,01 ITII i7al low 170.0 2125 01'101 170.0 1363 170A 707 770.0 107 7D�3 U 0 15% 1 �O -- 1171 141-5.9-�53 1?0.0 1122 170.0 2231 WO.O'IIGG 166.7 =3 IM0 - Val 940 179.0 12-86 T3-z9-;Wv 170.0:1266 -i4 5 170.0 1116 170-0 860 ,00 "" '170.0 14M V0.0 16-13 770.01M 00 JIG'S 170.0 1210 110.0 23V 170.0 1275 151.9 207 am 170.011364 170.0 1002 170.0 Y. I7&0 17M :17 SN MO.; 2194 17O.D ism 7�4- 2-4 -jjI4--i----T a m 170.0 ligo Ima t7ol 1056 170�0 1315 �7-00-�3-87 146.6 2184 T_a 7G.0 00 17OLo foal 470�a 1488 170.0 1126 170.9 1700 170.0 I-P 17MO 1913 - `Z 161.6 111 IOGA IM --�g - a BIG -i640 t63S t - vax 1505 �70.0�346 170.0 170.0 in 17g, _j37 060 170.0 15M V0.01 1209 1794 170.0 3M !!&il I1Ga 17OG 1421 W.3 1473 1 1661 �39.0 1459 850 RSI 157.8 1454 70 J70.0 IB42 7" 130 1561 170.9 1414 137A 1861 1 1 1 I'll 1;2 861 EO 1250 - - 121, 171.0 1 Its 110.0 Isli Imo 7388 z E 7a in 170.0 lim 745 139B 89.8 tIM 63-9 I - 1398 121.3 f176 ODA 1398 1102 1162 891 1398 101.6 1147 1220 1 1229 119.6 -iA- 1'0.0;1144 -7016 72.2 993 C, ca -�3 13a.0 1190 - I-MO 73.7 ii� ST7 4r. co In go 1, 700 20 149.1 139a IWO 1219 -a ISSO -1TI-G -- 105,3 1 1�1 1044 $14 -iW--- -- IN 7W.. 37.0 971 7- $1.8 971 Gu 016 431 071 98 In 147.4 1229 '�$I 5 1098 122.9 29 �27.6 79 1052 --2 Ical gr - LLI X-j7j 77.2 8;9 64.T 971, 654 637 57-5 971 61.5 825 111 In 74.6_j7 -j 51.6 Z74 GaG jj-T6jg--Wj I a is 68.1 - 194 -rj 19 - 784 -�!`7 19 9 --709 OW V119 6Z9 63.0 919 55.7 M4 09 973 832 ?0-5 019 81-6 a X - 47.2 494 44 Tel 157D 786TSI 06 41,9 7fS .4 1 677 1 37-7 - w19.5 t.w f���- < 04 120 in 77----�--'Z-1;1- 499 210 W 111& 47 na 646 .0 U4 In -W4--iW4 �98 -2 1 491, 27.3 28.1. ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 TABLE12B Al C (Dp-)X ANCHOft CAP. ANCHOR CAR- 0 SAG 3 5x C�. n; -c:wu FOtOCNv 114'65111 916'M 412 SteM 412 Slftl USE THIS FORMULA TO OarAINTI IC'ANCHOR PRODUCT REVISED A-h�TyPV 61 lac.til VrECOU=M 1115�I 7tVE%0IJH-- 1I Stall A07I UL-w A a stwtob)ScIv,v(35) saewm CORRESPONDING TO AN cic,==with the F1011413 urtl CAPACITY REQUIRED" Anal Patt011 1. .112, 2* 3.1 al ACTUAL PRESSURE REQUIREMENT FOR TIE -17-0630.01 1 �U4- -V4' 442 ts 0 ENING.WHEN IT IS-- THAN TH=MULLION N1OAw..- 450 Im 09D to 74O I CAPACITY(FROM THE TABLE)OF THE SELECTED pxpImU.0 mato 05/26/2021 MO-0 4-TT&On O-C,f I -Nbk Gig.- sbzim a- 11'A an MUWON.IT WALL YIELD A MINIMUM ANCHOR SM It. A4:R I'1' 130 MIS CA To QUALIFY By_ 4 A-1 6 2-W Mh 0�a 1 St" s NA 790ft WA I T.A CAPACITY WHICH MAYBE USED gmrah@Ilvll 758 IDS 19-6 tm NA -76OItG Bw[it ADDITIONAL ANCHOR OPTIONS FROM THE Prou...---n aIp5f(flQ5X 77mmD w Ge Isw Its -- ----5 4ATMIS Cal(2)2x"Anyt TM 840 IM CAPACITY TABLE. GAmle.as-Li o.C.j(2)WAngIeC31M1(l 111-7.t1b,� il 70 MO 1 1139 231D IDS 2844 IDS NIA ANCHOR WA IVA Ill I NIA NIA I NfA WA NU NrA WA WA WA N/A NJA NIA m! lbs 442 US 370 tS NIA I 6AMI1O!!,QO.64-MIn.0.C-/U ll into.125'Alun(FIX 4 INIA 1.17, gillb, 2 AtoM 0 2W Lgft C0-rJ f-aIP - I W-A 1 712 ft IVA I 3mm ms I 111A 14 443 1 625 to $72 1 1 0732. 1 NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET Z'L FIGURE 1: FIGURE 2- FIGURES,. FLGUREO,: TABLE N ii f • T 25 FOR INFORMATION ON LOADING.SEE-SHEETS 2-4 FOR LYIVIV 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET GENERAL INSTALLATION METHODS FIGURE S. FIGURE& 2)LINEAR IWIERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWABLE- 4.00 z No.68706 3)MULLION AND MULLION CI IFS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES To BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 014 SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -0 ST,TE 0 0 SPEClFlCATI011 HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT -L zoiqtop.-* FIGURE FIGURE& FIGURE FIGURE10; ANGLE CLIP 4j StiDSTRATES:CONCRETE SHALL.CONFORM TO AC[301 (FIGURES 5&6) UMtht7M SHALL HE TENb AT LEAST S P.E. (COAU)SFIALL CONFORM TO ASTM CSO.WOOD SHALL BE PRESSURE-TREATED YEU-OW SOUTT4ERN PINE WITH AN SG OF 0.65. GAUGE).STRUCTURAL STEEL TO MUST BE USEDALL 5 Me IN PAIRS. T}1READS BEYOND THE!ARTERIAL fF10 81FS2 ANCHORS 83T0 WOOD MAY BE STEEL,18-8 S.S.OR 410 3.S. FL P.=.# TABLE13A murrian Copilot/Table mn&) Opening Width('0rWtmoi1-ap3rrdn9mu1#0m)Or Operfln Hil(for h7I=rdaIIrsPar"ng mdf=) A 50 in 601. 70 In go in go in Iouln 12O in 1401n 100i. F-lenoulff T-PITII-no- Tevveto TApffdv- Rrtbn� T.Wdj Rectmng�da rWTawm ar x Ifteprol.m. &.t.2d T.VTdee. R--lenqAsr �dvq� z 2x6x.26 Loedng Umd"s; 19 Lenore Ltafing Le*ft Lea"I"ng 1-tito Lwdlag 1.0-dr; L-ed"s L=ft Le'Ift L.A4.8 Leading twdng L-*r.a Leedm L-131), Aluni.Tulpo z _-71 e -- 1 i I-- -- k 11 zl e ell iig -f a Id v1 1 4 19 9 f 'a Mullion e 1a a L z 170.0_ii) 170.0 M 170,01 sla 17cco mil i7mo 521 V0.0 1240 170A 521 17D.0 14M 1 170.01 521 170.0 I"S 170.01 521 17D.0 ID03 170.0 621--Zk 17 OM 17OLO 435 170.01 744 17110 479 Vie FM n 'ec 71. I "o-oT7 48h 170.8 703 1710 SM24 170.01 M 170.0 Sao ITO.0 S92 170,0 630 170.0 11=1 W0.0 Wl 1XI) 121's i7M0 on 170.0 1417 iR)X SM 1711.0 1M 170.0 M 170.0 IM 170.01 6W I 170A 2W 170.0 00 50.6-25 In 170.0 170.0 583 1170.0 ON 1 170.0 631 1 170.0 1046 170.01 654 170.0 1195 11700 7M 170.0 1345 0 747 170.0 1404 470.0 756 170.0 1793 170.0 7W IX0'2092 170.0 7511 170.0 23SI 170.0 756 170.0 54h 17ILD 797 i%2 170.0 VA 1170.0 01 1 V(1,0 1116 170A 1 764 170A 1275 1170A 80 1711.0 1434 170.0 837 170.0 1594 1,.0 $50 170.0 19M 170.0 8811 1170.0 22311 I`R3JD 861 fmo 25% 170A 881 Uj 6 6WO In 170L.0 emmas 170.0 701 170.0 IM 17C.0 707 17OX 1240 170.01 lil 170.0 1417 11704 OL44 17(XD ISU 170A M 170.0 1771 1170.0 I= 1740 M26 170J) IM 1 170.0 2479 t063 17040 2aW 170.0 100 LU - i. F_ (D 63h 170.0 OMMO IM0 745 170.0 111116 170.0 WO 170.0 13U 17U 840 1170.0 14W 170.0 MW 1170A 1673 17MG I= 17�ox 185a Mel 1122 170D 2231 170D 1169 170.11 2%3 170.0 1171 170.0 ZV3 170.0 1 Irl z 6 In 5 h I M M.0 799 1700 1169 170.0 903 171)o 1364 170,0 ICU 170A ISM I RW IOW 170,0 17S3 170.0 1155 170.0 IN8 170.0 VIC 1700 Z38 1-10-0 1275 170.11 2727 170.0 L= 170.0 3117 170.0 12M 1z 70.0 in 170.0 1488 170A 1125 170.0 1700 IX0 tm 170.OT1913 1700 1315 170.0 2125 IMO tW7 Imt ZW 170.0 1488 1170A 2975 170,0 IM 170.0 34M 1 170.01 15301 72k 179.0 1003 170.0 078 170.0 1275 170.0 IWO 170.0 937 170.0 IW J70.0 I= 170.0.1570 1170.0 1209 170.0 1794.170.0 1322 170.0 2019 1702.-,421.170,0 ZZ43 170.0 150 17O.C.2M 170.0 1W IT0.P 3140 170.0.1C04 170.0 36W 17D.0 V05 :3 Lli A 3Z 0 78N 170.0 _j fL 125D 17e,0 10421170.0 130 17DA, 2072 1700 1474 110,0 2302 170.0 M In.0 2763 170,0 1700 170.1) =3 170.0 IM 170.9 380 170.0 Im < I- 170.0 967 170e 73311 W0�0 Lila 170.0 1011 170.0 "'Z - l- 5; go In 170.0 13n 170,13 11441 17a4*1 1594.170.0 1328.170e 18S.170.0 1490 170.0 2123 170.0 JW3 17MC 2391 170,0 1793 170.0 ;08 170.0 1918 170.0 31 IIS 170.0 2125 IWO 3413 1-M.0 ZZO 136.6 3413 170.0 Z301 Z Z cn 90h t7Q.6 1417 Poll 1232 170.0 170. 170.0 U11 171)(1 1993 1711.0 16n 170.0 2267 I'MAl 1794 170,0 Z= 170.0 1952 170�0 2833 170.0 2055 IMO 3100 170.0 2339 137.1 31S0 166.6 2M 120L0 3199 IMI O to 170.0_�_973 170.0+1647171"1 ZMN31 1 ISTO 170.0 2550 170A 21176 164.6 27611 170.0 2771 U&B 7181 151.9 M3 123.6 2781 140A.Z281 105.9 27111 125.9 m OZ7 Nei 116.0 2120 106in $TD.0 1594 ITO.0 1409 U) I.Mo Too Vile 17D.0 16M IMO 14,14 1170,0'1m 170D 170e 793 17CU) 1002 170.0 282 2 151.6.2W2 1823 2245 138.8 M2 14&4 2216 113.6 2an IZ8A 2IBS 97.8 2532 115.1 ZW 8&4 2= INA 2M w x JE co (1) flas a 91111 1 1 2252 1411,41 1W 120.1 2Z2 1272 1938 108-1 2= 118.11 3915 In, 1201. 17D.0 1771 V&D Ism 11mo 110.0 I&W 154,41 2M l5a9 I U. Rai 2= 998 11872 772 9 I.. I.., I. . , I I I - L) x _�2_Sg 1564 14Z Be' 1564 OLS i 1441. 125.1 1664_ JADT 7&2 IW4 10.7 1390 1 615 1 11564 72,3,1373 UZO 1 124,65.7 1355 SZI 1564 56.0 1= 44.7 i 15641 49.2 1.315 1 38A 15U 44A 1 1283 < C4 z �'0 a- TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: Ariehor Cavacitv Table-(I b-S) I 5fe -or sut.m� 2.fk ce� 34mm.1 W_emu I F0.dCMU PT%khmd - Mind (DP-)X ANCHOR CAP.- R 19 tW Fj.Ur..?_ SFIGEl- a 114'SSEZ- 810SUIS1112sle.1 012 stw Ewm-) Ulattan IV Eke Lft Ell 11-111, PRODUCT REVISED AnchorCUppautins An.WTYK W16- U�._ ul 31167 Elco Dimon I - I'Agg.G.Ipf Ut- Agi S.-(i St-(m) Ser-(G5) USE THIS FORMULA TO OBTAIN It IE"ANCI IOR with the Florida Edon cblann0 il.k r vur 3-ur V eta' 2-117 2' �'Vr 2' 0AW& 0,W 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Buildlingfto% LX I-W4- 1314- 13W 13W 27 Ll7 lr ',IW 1-1/4' 1-114- IIJ4- 1-'147 r 1118, Ma, ;Zw ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 -rA.h--04.76-Min O.C./SttMd Cft-t Clip(90.1&2Y 390 M 590 be 453 W ON Ing 1644 be 27O rb.. ZM)O 0". 35A it. 740 lba 374 IM 034[be "S 1b, 341 IM 442.lb. 5W 2. OPENING,WHEN IT 15 LOWER THAN THE MULLION 4 Amitete 9 4.W MYL 01 C.I SM%md(W Crta)Clip Fig.3]r 700 to 700 be 90)be 1180165 3232 be rAO lbe Sin Ihn 708 lbs =9% 748 lbs 1272 Pm 189216s 632 lbe 00 its 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED Epimftn get.05/26j2021 a Amtm p 1.71-MK OQ/SUndard(W Cftaq Clip Pip,4} 1190ft 1490 lbs 1010 IM 2595 Ib3 WA NA Wrips I N?A I0XIbs WA IVA WA 1 1363 lb. 17n r. 2240 ihs MULLION.17 WILL YIELD A MINIMUM ANCHOR -giE_- -748 IM E82 Am BY- 4Amhm@XtffrO.C.1(2)WA�glaCrp$/",, I_160 t. -7w%. 03 lb�_ I5601h. I&W b. Me 1b. Is I NIA 760 1. 8851tt lizo be CAPACITY WHICH MAY-BE USED TO QUALIFY --Dade AW..9 T(Alm 0.0.1(2)NS ANW Clip3l Fill.6y 16601b, 1560lbs 13611 Rm 3120 The 3722 be low N g�j - 2ZO[be ADDITIONAL ANCHOR OPTIONS FROM THE lact control 0 Itippit. NA 152C INS 1496 llb� 1780 lb. it. a. I We lb. I2Ah-@i.WMin QC1I(2)2(5Anlii ajp81ft7)j Imft 2U)01b%±j!: 31101 1 WA 111A 1320 It, MIA Ime He WA WA WA 2045 It. 2m lbs m lbs ANCHOR CAPACITY TABLE. 4A.10M @ 11.347 M.a O.C,I U-Clip,bd..IM'M.,Fig.OIL WA WA WA WA WA IIA WA "A WA WA 11430 b3 i� WA WA tw_ WA ------- IVA WA A SArzim@ O.GrMh 0,C.1uMplhf0A0�Ah(Fli IIA MA 2861 ft 2 Amhm I ft 2PA tea 35d its1 740 He 374 om, MjbS W lbs '341 Ills I 4421ts 560 to 4Ambm Q 1.71m Mn.O.cJ F-ap(Fla.iIXI 593 Im 1 700 be 1 505 Jbs I 1298 lbs I NIA I WA . 470 The I WA 533 Tbe WA WA WA 8021bs 66S Us 1120 r. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: • FIGURE 3, • FIGURE 4' F,'MIRE8: FIGURES:FIGUREIO: FIGURE11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR MIFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. % 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPFAIING WIDTHS IS ALLOWABLE tCEN. ....... 3)MU_UON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 0 5 7 FIGURE 5: FIGURE15: FIGURE 7. SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. E ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS TM C-90.WOOD SHALL BE PRESSURE-TREATED SATE (V b-7)BE Y5U.OWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF,125" X10 MUST USE IN THICK STEEL STUDS TO BE MINIMUM GRADE 33 AND.04�-THICK(18 GAUGE).STRUCTURAL STEEL TO fl PAIRS. BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW x A RS. THREADS BEYOND THE MATERIAL, 3#12 ANCHORS INTO WOOD MAY 13E STEEL,18-8S.S.OR41CS.S. 2*X 5v'1.26' A. Sf�P.E. MULL FL P.F..#58705 r a MuIlLongth m 4 x s 3ED _ M.M. Sao A cv dr1 •A okt = m 1 �Caaci m Im m T 0 S o m o nmrsrcpadh m Required Bbs) c m = y 1� N m iJ m N Q6s/dAra—c"—, 6 mN R w N v 's m $ R Regd ddt�Pa)Ih O r x u N '¢' ,fie ,£, g' w I MWBm CaWty Req=; N) a CaP-• A e ' F3 S g 5 m 8 mWaen cep ly a ' s � Y I g a m {3 0 g g g t Anoha C�oih 1'0 9 8 i " RegAmd(ba) A o m I; a s3 p m s >s ® ) �v N S rI N mm y " RRY AmC fn y-y{}- Y R=7 to Z H �+] n °1 m K GI '� YJ R�¢d(b.) g (n m y O Z x 1= O n m m MWilm ? a ppNo 1 =m>> n m p e P 9dq Qtslrt2) � o O 3) b ^l o yxy o m ° m F bbbb o " m F3 a r7 >$ 9 �i A., c -Xy W z y z e O Requred(.) ff Z I °o z Msm-cap dty A 6 >�mmi7� m°yzn _ 3�.S N :n N D M u S 1E 'm d FX Ragetrad([b.) N z.3 G O G o m g Z on C o O p� m Qhel87a a o z 0 o o g�Z c €Z s o Anenorcapadty a� �� o z o o p - s 9 c an o ✓$ Rnmd m Qos) opmpm ozz go a s d N p Manmozn apady 3 < z O p S p to p '" AnchorCepatlh ,�n w °m y n o�,., 8 G m R.*d-d Qm) - .�yn{N g •�` n y Z fn r II mm mtomcapeclty g nl y p(11 b p3' Wy O C C a V� OYi m Qbe11127 p rtl O e g m g o a AnohorCapaoity � m7(n rm ,t A pp y ® 0 2 8 a R¢qurzd(les) %��m o p p_ 2 m > H ."dm �° o o )a�etlon CaPaoity 3 to C ffi rn= S� GI H N " Nm k+ „ (umlllZj 6 A~� gg m 0 iiii AroMr CaPacih E F o y 1 _ u P.qund(bc) _ rn o m F w L.4 m rA Z to y d 1; w 'y MWuon Capadh a s s o n ply AmaS zZ O w Q(B. N m ro u m OtaRq n 1 `' 3 'n g z d V N m vmff.n cepadty za OArhfflCm m N pbs/� Rat moF N ro "� m RagW•d(ha)h � Rim 8- `� i3 g 0 R 0 a N w m �' moo.C mP Ity a s a m Ge OA�w6ar.,wny 24 n 3 O n p g ® x $ 8 a Reglerod Bbe) g c vgg m �v 0 F n 4 2 n z N ,� Mwoon Capacth oopoo'z�0 i( a° m n N N (9-nm 'I iN m A o Az m �{ Rwngree QCe)3i LA m w � ngx o yp� E i D oN ��—� p�23c5c z Ao a N m l�mA—, D O i { yy 1A �mrnz t ' ArerenQ dri a [-rl� ctpa m 9 r0�c O p p�m � �� � 4 � cry zazJ^r�� aly R� oc •-H A�C �p� g 1 vo oor Z `� c�`.=,Rz p m� amoo A 5 �AOFmgA _ z i •C rZ O ^ z r•-a,n. c� t:APMIGHTm2017 POT INDUSTRIES,INC. ALL RIGHTS RESERVED in r—D o V y r o o ��g a �e IMPACT-RESISTANT ALUMINUM TUBE MULLIONS gym'•, to SC 1.26X2.11X.125 MULL SPECS oat N Obi �N salsa sm!a: mwma No. st o N/A N/A 6300JR 18ur 2 1070 7WRWLWY DME �i ti -...• �� ° N C a Drawn 9y:. Data Chedcd By. Gale: Rev, N.YIN=;%3075 JJROSOWSKI 08/29 m �!�/FE ltl ( b��` a I ± o /11( I tl J R w 6SOWSKI 06/191I7 NO CrcHANGES THIS SHEET. rL ccccw.aFxm ims TABLE 15A MUfflon C.FwaltyTahlo,ibsftt Opening Width(fox vertirall-spa9dlg mJ11cm)or Opening Haight(for F4xmOrda9}/epdrlNl'g mW9oxr3) E,d 1 50 In 601n 70 in 80 in so in ISO b 120 a 140In 1601n U O Reot-vitm T-WTOm3- R.WVA. T-waf n0. Reetemw. T1MV11fsp. Reot18rp4m TrsArT8ma9. RKI.Vidw Timp pd q ft&.VA. tteaifIft9- Ian , Tiv}JTr v- t2 4'' TBp�7doa+3 o 32P 30 l.-ft Lm&,s Isadn9 L4adrt9 L-mv Lne4n9 Loadir9 Load's L-tn9 Lnadn9 Laed.0 L-ft load147 L-9m Lwft L-ftrj Loadrg U ftg DEG.AL a z• a r & F a a _ r a 2• a a a r_ r a a r Tilfmi VVULL , g0 3 �x•- s �� g' ��' g s �� aA g8, dc� f �" � �rYa" x �a� d z d � oa� � e sa" dpr ' z w O 421n 170.01 60 VISA 435 170A 744 170.0 478 86 170e 8 f Me MS 170.0 9M 170.0 519 170.0 1115 170.0 521 170.0 1ZW 17U 521 1700 14M 170.0 621 170.0 I= 170.0 621 149.11 Val 170.0j 621 0) _1 CD 48b 170.0 7m 1700 W4 170.0 11M 5 0 504 17410 992 170.0 we i7Q0 1133 170,0 66! 170A I= 17U 677 170.0 1417 1111.11 We 15Z2 15M 170.3 SW I 130.5 I= 170.0 SW 'H4.2 1522 17a0 We 3 CO c = 500.61n 170-0 747 17(10 563 170.0 896 170A ml 170.0 16r8 17dD 864 170.0 1185 170.0 723 1700 1N5 17Q0 7;7 1643 1443 170.0 766 luita 14a3 170A 758 117.3 iM3 170.0 766 107-6 1443 170.0;756 W o i••' 64 h 170.0 707 I700 612 170.0 9% VISA 691 170.0 1118 170,0 764 I70.0 1275 170,01 BED 18a4 1353 170A B37 144.3 13M 170.01 066 I= 1363 170.0 681 1m.1 1363 170.0 061 902 130 170.0 $01 (5 ED cc' 80h 170.0 aW 1700 701 170.0 1063 1717.0 797 IVA MIS 1700 W8 146.1 1218 1700 944 126.9 121E IWA 838 116.e MISS tS1 924 97.4 1218 140.1 913 53.5 1218 146.t 913 73.1 1218 146t 913 „� F t7 co (�} Win 170.0 930 170.0 745 170.0 iti6 ".0 850 160,2 1150 I68A 933 131A 1150 IMA 014 116.8 ISO 1419 898 105.1 1150 1342�885 87D 1150 tai] 8T1 75.1 i1a0 1202 870 65.7 1160 1�2 870 U W Q 7 S, 8 U 6B in 170.0 874 1T00 788 152.4 1048 1653 881 1309 1048 140A 804 114.3 1046 133.1 e50 101.E /048 123.4 819 At.4 1048 11fl6 830 %2 l048 109-4 821 65.3 1048 IM2 818 57.1 1D48 10e2 018 Z Z U'J:{S2 726 140A Sal 147A 754 117-4 880 126.q 748 t40.8 867 110A 734 88.d 880 100.0 T22 762 88;7 820 7t2 %tt 8H0 882 703 5$.T 898 792 693 50.3 NO. 76.5 686 44,0 We 76A 1 MB J g C) 70ki 119.7 7m 126.1 620 99.8 790 WA 676 85.6 790 913 563 14.8 7W W,9 W2 6S5 790 769 647 99.E 780 71.7 635 43S 1 790 Mi 624 4Z8. 790 62.1 619 37A 790 61.5 617 V z Q r F 78k 110.E 790 115,9 667 B23 750 99.1 G41 7e,1 750 89.9 632 692 760 77.1 621 81.5 750 704 612 55.4 T50 6S7 605 462 7d0' 99.4 694 39.6 750 502 880 N.6 760 65.6 688 `- ~ ¢ <t N rn 9301 Rt 563 74.4 We 6Qt Ma 491 61.5 563 6f.8 483 i6.! 663 489 475 40.1 SE3 M.4 468 3Si 563 40.9 482 30A 9&i 362 452 25.8 663 33.3 445 724 683 St.b 442 F z IL7 1 %in 59.4 495 61.1 443 49.5 495 5t.$ 435 4Z4 4% 4C5 427 3TJ 430 W.9 42t 33D 406 24.1 416 20..7 488 332 409 249 4M 79.1 400 21.2 493 26.6 394 t8.8 495 25.0 380 M LU•li -O,O 1001n 41.7 'UI 34.8 391 35.9 348 29.8 391 31.1 t34226.1 391 27.6 337 232 391 24.9 3.13 2ae s9t 220 328 17.4 391 18.7 331 14.9 391 17.8 315 :=ttt 41 3G4 370320 370 33.0 33D 275 370 2i.6 370 2S3 3?0 21.4 370 22A 3t9 t92 370 20.9 312 180 370 i8-! 305 lL' WIRE 30.4 317 243 317 29A 284 2I.7 317 22A 317 19.9 2% 189 3iT ri.9 TTt U p O > 17.6 220 17.84203 a e z m rn cco 0 TABLE 158 _•_w ANCHOR CAPACITY ADJUSTMENT FORMULA.- An E eFlo3rCa ac Table ds O c d g o�o�',•-3 j.2p tmsaata2.7k C-I.W 3.ak cm H�rc41u R GAP.,•,,.,,,FdmWU F7Woed Naw (D,,,,)X =ANCHOR CAP.,,,6N6•Ele4 174•SSEko5118`Oco V4"ssE1o0 6losteel 5128tee1 m251ed ULLIO .,„,,,.. PRODUCT REVISED or type 9/18'Eko UlOmon 1!4`FJon URacm L00acon 3116'Eloo Ulvao00 774^L7oo tptrac3n AgiimG.Nr U400n A ;tor 50" 8crmtt ase0 0ty ngwith tha Florida AnchorCOpPad4:m9 99SS (� tw t"2 1G5) USE7HIS FORMULA 700BTAIN THE"ANCHORBa0d1n ox4 C0r7 t` 1' 2-1ft 3-1t6" t' 2.itE' 17tir2 1V8' 0.46' 0.94' 0.324" CAPACITY REQUtRED•CORRESPONDWGTO AN NOA-Ho. 170Ei30.01 ad thk Tar1a7a• 137v 2 1-va^ I.va" I-va" 1-va• 1•va• 1-vr z rare lara• ACTUAL PRESSURE REQUIREMENT FOR THE 2 Axl-05"M1a D.C./C2) I R.1T 390 hs 390 t0s 4W m4 ear es 1703 27005 200Itn 354Nm 740I00 114 Ibc 728 ron 4u84ra 341 Im 442m 560 ki4 OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0 5126/2 0 21 4Amh=®35^MinD.c./R) /ft.2y 780 2c 7601ba 790 Ib4 1670IN =5 Ds 540 @s 560Os NIA IC R6 748 01s 838 roe i892ro3 882 0B91m 11200x CAPACTY(FROM THE TABLE)DF THE SELECTm ,,.6 Andim@2.71`Min.D.G 101049.3T t120fbs 1120 fbs McIt. 22ae IW 22642e WA 1 840'ta NIA 1459110 WA 1328ibc tUA t022ths l37T Oi4 1f>oA tbs MULLION.IT WILL YIELDA MINIMUM ANCHOR Dy-.��� CAPACITY WHICH MAY BE USED TO QUALIFY pliadn3-,Arno Product Co. -- ADDITIONAL ANCHOK OF,I IONS FROM THE FIGURE 1: 1 ANCHOR CAPACITYTADLE TABLE NOTES: 1)SEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR WFOHMATIOV ON LOADING. - .. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$ANDIOR OPENING WIDTHS IS ALLOWABLE. 1l t t!i 1 r 117 7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. "125• '�aO�••••• /v s o a o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21-23. 80` ,ti`'�'� y„1GENyE• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.26(r �'; No'68705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED a a { e YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 606346AND BEA MINIMUM OF.12,T / ' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND-045-THICK(16 GAUGn}.STRUCTURAL STEEL TO BE AT �.SLY t z� LEAST.12T THICKANDA36-ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUW(N4 %,�,.T SATE fi • THE MATERIAL 410&912 ANCHORS INTO WOOD MAY BE STEEL,1M S.S.OR 410 S.S. �s1''•;�CORIOP; \<>> ANGLE CLIP(FIGURES 13)MUST BE USED IN PAIRS. �7�7S;a/N.tALN 5`` A.LYNN7I�A�LLER,P.E. FL P.E.$56705 i y MuR Loneth °w to � fa DD m § ?7 8 $ m S S S x £ r5 an M..A o p� 3. 9 " 5. _ T — 9. 4 ID Z T if a, _ ' S n' • O • C C �� O "d mS 'oS ,'9 „ p1 Mutllon Capadry z m M w ;u 9 ti a N A o a o c o Pee/rtz) 5 g O • m m • rn t,� t;c d• • coo �o MallCapadry • • 1 9 DIy �i N r� W w) (j Anchor Coppdt'/ _ Rewilnd(M) C • • • • R E$m C dY m m m m Y o o R e Man,,0epadtf G a G N t^I iu b i 21 7 0 o ML900aCapedry s Z Ige '• q t� a y.. u m a� g aw Anchor Capadry S o » r' m N ti i a o e o 0 o ObeIW�tiry gg -d -i{[)� yam, -.1 �• �n w�'' g $ y MtMPCepadtf S m 2 m o ca o m .. m Requtrod(wa) a Z y y �S0 PZc 9F z =m F ep R pivsr , pp4i600 � ooeM��eepadty �� g$ m royly� y00 � m2 0 �v y S O O y mi N (3 Y w u + X u G S w F S Rewhlmd Ohs)N pc p o p o o m 6 a a m S s 92 9 0 o o Mallon ce aaI' Sr xcmn y-3 T T rr R P A' �Zy�c� Omc S 'N 8 cN>wo m m b A b e m G e o pbO4 at yOy O a-7�pmn m p -pp-1 �Omn.rZi{+ x 8^t w `I e7 ��++ AA i L q� $ p $ Anchor Capeclly N m m m n- z Z Z m:l7 ,� e d X S Ld M' o' $ 3 vl �n L'I ^, Roqulnd(@a) k g 3 �. m*Fm o�� y MWlbn Cepxty s,a _ 3=y= D T _ :i m iu :r :n e e 6 a e pbum $ 1 a m fZl1 D A' O w i N pp;; yy �'i .�: Amhol Cop.11y T 3 Z 2 3 G'1 r 0 X 0 Z I tnm. �• '� .] ra w 'm E �n i3 u C T C O I Requllad Obe) n o p o o c o o 0 >t o » Mdpon capadty 3 „ �y °p°z r�oa F oz l;sS.As 1 ii- mm � P. PhenW � 4" o O M y -+ O OZ OZ Z, O u o g _ » Anehd Cepaclry s'e a O 2 'o $ 8 '&' P„ m Ragillad(ms) 0 8 Fr' 0 F G Z y C) O m 0 y 8 A v>�i S i.i. 11 n a U U�+ � v v c OWN)WHIM CBPeCIIy Z y 01 C y y o j y y ro $ o m a o o Ancho cepedty m' m $lyPv Zzm y ��S'aa 4 c c RawBac( � T o 0 r� p O =t � m •'& .a. 8 f$ m o » � MWCon Ca{racdy q��j m�� -mII:7mICI Tn (11 w D y igYs a o V F.i o 0 o P�� 6 8'• a % § c + f « u Anetier Cg:eclry �• a f0 a O y O '�', '� -+i m Li i o Ragdmd(0.) o R g p��n 0 ° e P o S( I� e a m p i Y1 e e y Ob-fi capndn g c ins mo uZiQ = oSo'� �� r plaflz) Mcharc Cq7 a N a Z y 7'>_I P 41 hL®on +.v d3 00 A � C o S u' C� z w �' Arch rC PBcN w 3 m S III p _ i m• N RW P ) 9 .". m up 5 MuClai Capadry W N° J DO g y to _. kmil 'N o o a Pb.112) om� ® a " a rm mg $�R Elmg RAnwnrce )tya R Iretl G O•D-I y7 T S a g s ®' G m aJ " m $ » " M.N.GPadty my •- b. 0 ti v :I N a io c Own) _ -char Capadry ego B E i o m M OwmCapadry a s ti, P� a o D c n 1616 c t & iR d o peslntnrc nPal L �'a°Pil E aym o =_°—a a M.N.c.Pdry m=5 z E �q )rvZ a Fahed _ Dx�'�2rOD _ 8 fn �O 0=�3 Z c SA cr O .,°J o o Mu11an Cepadq ( _ O2K-I�_f�fl[fiD Z p K gym± Wq o P�� ' m R y m 8 0 In'9 C rOA II mq Dm � O C c m O e "Zm> g 7711 MCORj � Smoo o � Z 0.m p a •�'� qti b '}m 0 0 n o '3 C m COPYRIGHT 02017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED •'O D ® TNIa; IRD � r D+ m r m ,� f IMPACT RESISTANT ALUMINUM TUBE MULLIONS cano ��-r:.° � z:-� 8 e � Deatdouart an T N ^7yrcZ N c 45 DEGREE BAY MULL SPECS c .�,.•. j _ 01 to serwr. S.W. Drawtq"a. shoat m �i ��: N wo p N/A N/A 6300JR_ 20er 2 1070 7cc1 Ma ner DMIX .. a 02WTBY. Dab: Q-- d BY. Data: fret. µ VFhaCE iL 31273 m J ROSOWSKI 08129/11 C ew tao-lr00 ay.B: Data: RaNshrt J R�SOWSKI 06119/17 NO CHANGES THIS SHEET. fLCERT.OFAUfHA2029e 2 1,266• .126" � ��u � 2.750' 2.750" .,25' 3.125^aii 3.18B' le2A0D" '1�•2.116" N.125' 650° � r� r.125, D) wSV d4 W i f' a -T I" I .pDO" 1 O CO 5 ,•XZ'X.125'MULLIDN TX2"X.375-MULLION 1'X275"X.370MULLICN TX2,75"X.650'MULLION 1'XS126*X.5'MULU0N 1.25'X 3AW X 2wMULLION 1.26'X21,'X.126'MUULJON y � (0 6C63T8 ALUM, 5063-T6 ALUM. 0063-T6 ALUNL 6063-T6 ALUM. 6063•T6 ALUM. 6063-TS ALUM. 60633•T6 ALUM. Z- < o "SECTION X-SECTION XSECTION XSEC71ON X-SECTION X-SECTON XSECTION L9 LU O a z c') co W' j--j)^'-.725 j-j r-•-.126' -'i 3"-.726' CO 4 I( TABLE A z W m STANDARD CUP I ZXS ANGLE CLIP ? a 3 III I Dimension Valurp n For Mulllon:e063-T6ALUM 6053-70ALUM w ai OXECTION2.000' ".SECON 2.125 2-U•CUP I 6063-76 ALUM, I .125" B 2.654 1'XY X-125" .125" X-SECTION 1 Aluminum L C 0.895 Tube Mullion ti z .12WW II D 0.T40 a r j Q a ,yo-o -740'F- A 1,125 1"XY X.37S' C. to O B P-404 ev J y S.S00' CUT HERETO .3-11 C D.635 Aluminum J .375° 3.t25'--�I_CREATE F-CLIP.SEE MIN. BA04' Tube Mullion O Q 0 0 MIN. r DETAILF,SHE6T4 --�1--•^' .376" D 0.490 O_ Q Z O O .338'MIN. A 1.875 � CO O. ___---_i ` - __ Jj A UJLLIP ------ --f 3.�0 .37 Atumtnu yL- --_-_J L____-__ 6C63-TO ALUM. `- TOPVIEW - 2X5ANGLEDLIP D 1.757 Tube Mullion PRODUCT REVISED 6063•Te ALUM, TOPVIEW as comp wltn the Florida 6 L- STANDARD CUP CENTER OF ANCHOR HOLE MUST LIEWT{itC1THE A 1.312 ,•X2-75°X Building Code 6063-TO ALUM. DASH=p BOUNDARY.S7=E SHEETS 5-18 FOR THE NOA-tto. '17-0630.01 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR B 3.000 .600' WHHIN THE DASHED BOUNDARY,SEE TOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1AV. C 0,476 Aluminum Expiration Date 05126/2021 SHEETS 6.17 FOR THE ANCHOR O.C. WI i HIN FHE DASHED DISTANCE MAXIMUM ANC7-OR hOLE BOUNDARY.SEE D 0-838 Tube Mulllon gy -� DIAMETER:ANCHOR DIAf;,ETER+life*, SHEETS 6�17 FOR THE tYtlam Rradnct Contort -- ANCHOR O.C. TABLES A 2000 DISTANCE MAXIMUM B 2.637 1'X3.125"X _ ANCHORHDL (E Mail Dimension sheet PGTPart# ,500"Alum 6.600' 37s OtAMETER:ANCIIOR Mullion Std.Clip O{t'sotClip U•Cl)p Angle Clip C 0.863 Tube Muff .376' IN, DIAMETER+IHW. -- D 1.117 T'X21eX.125'(5) 66WS 666113M 6601118M 686243M 66011M A 2.625 '---- -------r-----------i-.). 1"X2"X.375'(8) 666006 666174M 6561119M 666244M 666512M B 3.262 X.285"Alum 1"X 2-76"X,375"(7) 66W7 666115M 66611241M 666245M 666513M C 0.802 'Tube Mull y --- --- D 11"X2.75"X.650'(8) MOB 666116M 6WI121M SM48M 666514M D 1,762 1.26'X2.17' .�`�AANYLYN�yT'' i i i t I 1"X3.125'X.500"(9) 66637M 6661116M 6661114M 666242M 666515M A 1.813 ��� 'A� •' �/ �: f I I .121'Alum �� `y�',•:'ySCENgF'.,l� I I 1 I 1.25"X3.1B8"X.269'(,2) 66641M 6651717M 66611,3M 6662d1M 6665i6M Tube Will �'; •SR' 1,26'XZ11"X.125'(18) 1 M70 I WA WA -WA 868517M ^*: No.58705 *_~ OFFSET CUP NOTES: ="4 C 4 6033-T6ALUM. 12S I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOVONG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �0,�'.• 4&: � 2)SEE SHEETS 6-9,12$18 FOR SUGGESTED,AAPROXlMATE HOLE LOCATIONS$ANCHOR O.C.DISTANCE... •1}���'��{.{,i4Gy 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 'A .E.iF 587QS lE. TABLE E Mull Dince"on PGT Part# £ g 2'X4°eetf)(1B) union.... lip U.Clip Angle Clip :-I I"-• --i I--.12�' —•i 1.,.-.12s° � d q shegt� Mullion Std.G /2S F 666281M 668277M 13665112Mji 2•X6'X.25'(17) 66604 M262M 666272M 6605113M STANDARD CLIP U CUP 2X5ANGLECUP6003-TOALUM. 6 346 ALUM. 6063-T6ALUM- NOTES: 2.000" XSECTION 2 XSEGTION 2.000' X.SECTION1)14OLESTOBEDRILLEDINTHEFIELDFOLLOWING- . .125 -125" ofDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEEP. L clZ2)SEE SHEETS 16.17 FOR SUGGESTED,APPROXIMATE I-1 O lLl HOLE LOCATIONS. 1.490' J 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. —5.500• to CUT HERETO a§ 3.600' C1ICATE FCLIP, 5.CO0' 375" U) W U o0 I 2.G00' .375" SEE DETAIL F. .375 .375' -.--.---- •---•` MIN. a m Z M SO MIN. -SHEETS MtN. H O 0 � z ---- ------ ------- -- -- _ I ' 1 I---------------------i z Z LU x LU = n•� O 1 afi z 4.000" I i I vi Q h„ -—- —- 1- SAW � + 8.438• rY .L I p J ''" 250° 2"X V X.25' , I —_.--_ _..,__' z O Q w rn MULLION 6083-TUALUK i I j � i i d (¢-• Z � c m %SECTION I � � I I L II i .375' •N, U) 'L w o _-_I L _____ _.___� MIN. N WA O__ __________ tC W J CO to �- STANDARD CUP U-CUP,6063-TO ALUM. 2�C5 ANGLE CUP z O = 3 �r CENTER OF ANCHOR HOLE MUST UE 6083-M ALUM, SED FOR 2'X A`NULLION.SHFET I6 CENTH2OFANCHOR HOLE MUST LIE 6063-T6 ALUM. a o� Z V .250•- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW .f.0 WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �- '•O SHEETS I8-17FORTHEANCHORO.C. SHEETS 10-17 FOR THEANCHOR O.C. q as- tt TL'OY11' -DISTANCE.MAXEviiIM ANCHOR HOLE CENTER OF ANCHOR HOLEMUST LIE DISTANCE MAXIMUM ANCHOR HOLE O' o �� •? DIAMETER:ANCHOR DIAMETER+1116•. WITHIN THE DASHED BOUNDARY,SEE DIAMETER:ANCHOR DIAMETER+1116". SHEETS 16-17 FOR TFEANCHOR O.C. PRODUCT REVISED 5.500- DISTANCE MAXIMUM ANCHOR HOLE as complyying with the Florida CUT HERETO DWMETER ANCHOR DIAMETER+1116'. Building Code .375" 3' •---�� CREATEFCUP. -375' S.�O" NQA�Io. 17-0630.01 2DOG SEE DEfA'LF, MIN. r-SHEEf4 MIN- 'M N• Expiration Da_ Sl26l2021 T---'-'--- .375" B -r'" I i 'I 1 - � 111iasn' do Product Control I 1 I { ! I I I 1 I I I I 1 I I I I 1 I I I I I I 6.000' ^t: _!__ I 4.688' I I ! t 111t]tit { 5,46 5.43s i i �•��a()w LYNN r X6•Xas^ J•�"�.-.•i10ENS�c'�.'%l MULLION I i. I i •=fib_. 6063-T6 ALUM. i I I ( I , �.: Nq,5H705 %SECTION i I i i I ,375' - _ L j MIN. ------ -- -- ----- - _ !JI STANDARD CUP` U4UP 2X5 ANGLE CUP ��•'•�,tOR1OP,,•"��_` � • Iw 6083d76 ALUM ale To ALUM, 6063-T6 ALUM. SA� TOP VIEW USED FOR 2'X S"MULUON S1EET 1T TGPYlEW '�/,r�+YAL.1�C�i�` TOPYIEW A.LTMv 4,�ILLELR'P.E. FL P.E.#56705 EXAMPLE 1:SINGL--VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRESA DESIGN PRESSURE OF 160.01-60.0 PSF. iy NO ANCHORS w HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDRi IS 32"+32+1"=65.REFERENCING-SHEET 25.THE COLUMN USING ,f_ --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF2.1W AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60,0=60.0 PSF.IFTHE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE_ a �-sEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-1-58.3 PEP AND WOULD ' = i PENISTRATION DETAIL, NOT BE SU TABLE FOR THIS APPLICATION. c PRODUCTS SHEETS ... APPROVAL\ 23 az m FROM TABLE 4A,SHEET 8.THE 1"X 275•X.650•MULLION(LENGTH=72.OPENING WIDTH-70')HAS A DESIGN PRESSURE OF*I-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE u 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. co N MULLION --' . c LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WffH(4)#12 ANCHORS AND THE 2X5 00 m F- - 4 4 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. Z "N LLI w �/ ot7als, LD 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WrTH TrIIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DF51GN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -1 fn 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Ai = INTHIS EXAMPLE,THE DESIGN PRFSSIIRE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72.7 PSF WITHAN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, 0 r - O NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENTEORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF; � Q W 32•- I fI 3Y r' -i F^MULL WIUTH (60 PSF)X( 636 LBS\=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 413) - Q OPENING WIDTH \72.7 PSF/ 7 s THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCR_=TE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.118'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.O/S5D PSF. Q r.�r FOR THE VERTICAL MULLION: Z 4 N 'Z. � 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+77+1'=105"AND THE OPENING WIDTH IS 3E'+36•lI'=73'.REFERENCING SHEET 25. Q z c THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN-,HE MULUON TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W8"AND WILL ED co go to MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W 0_ 1"X2.75'X.375"MULLION(LENGTH-109 SEe DETAILS, FROM TABLE 3A SHEET 7,THE '.OPENING WIDTH=801 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+F 2 3 15.1 PSF D' a o EXAMPLE 2:MULTIPLE MULLIONS MULLWIOT SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A.SHEET 16,THE 2"X 4"X.250'MULLION LENGTH=108".OPENING WID-H=80')HASA DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢9 W Z U) coI FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. s SEE EK m� 3I sTAI BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2'TO THE WIDTH OFTHE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36•+36'+2=74•.NUT 73"ASPREVIOUSLY B r$ 8-� i FENESTRATION DETERS. - PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSJRE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNA-IVELY,THE WINDOWVVIDTHS MAY BE REDUCED TO MAINYAIN PRODUCT REVISED APPROVAL 24 THE 73-DIMENSION(35-72•+35.112'+2'=73'). as cam tying with the Flodda 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code CONCRETE HEADER AND SILL ARE B"WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. NOA-No. 17-0630.01 VER ICAI.� -- USING THE STANDARD CLIP WITH(6)3/1G•ULTRACON ANCHORS ATAN EDGE DISTANCEOF 2-117'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH!S GREATER,AND Expimtlon Date 05/2612021 MULLIMULLION SEE "-SEE THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY OF 97,LBS. . 1 8 DETAILS, DETAILE, BY OPENING SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS Ittiom do Product Control _ HEIGHT BECAUSE THE VERTICAL MULL WILL BE A2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER ww FOR NORM MULLION TYPE COULD BE CHOSEN. MUwON 7` 1)THE MULUON LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72"+2"=106'.REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE O USED.FROM TABLE 12A,SHEET 16,THE TX 4"X.250-MULLION(@ LENGTH=4Z-,OPENING HEIGHT-120-)HAS A DESIGN PRESSURE OF-,'l70.0 PSF WHICH EXCEEDS THE � REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPUCATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE OETAILS, 2)USE TABLE I2B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBS.RATE.IN THIS EXAMPLE.ASSUME THE CMU JAMBS ARE W 6 SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH 23 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF$40 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. f .�aONYLYNk4v SS 38•,HORIZ, 30'.HORR. ' MILL LENGTH MULL LENGTH 4)FOR THE U•CLIP IN THE HORIZONAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR C `C��:'•�{GFNSF `/���L III` CAPACITY IS 1 OT4 L135 WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE-,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE z .\'c:• •, I--OPENING WUrH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. Q �.: No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: a *- +/-64.7 PSF FROM THE VERTICAL MULLION; T' �� N-170.0 PSF FROM THE 36•HORIZONTAL MULUON ATTACHING TO CMU, •• 92111 +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON(INTERSECTION). T••.• THE LOWEST DESIGN PRESSURE IS+/-g4,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. F= ���`s••.�W21DP.••G,\?� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTM THE LOWER DESIGN PRESSURE,CF MULUONS OR FENESTRATION �"/`,TlOt,NAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNMO AL R,P.E. ACCORDANCE YOH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODL'CTSTO MULLION. U FL P.E.#58705 I EXAMPLES OF RECTANGULARLOADING: - EXAMPLES OF TRAPEZOIDAL/iR1ANGULAR LOADING: �n 3� � PW pw o Pw i ox u x7 Pw � c\It LL SH10H SH/DH SHIDH SH/DF1 1 PW m »N 8 � ° tu / Li W cLOADING OF VERTICAL MULLION 'OADING OF VERTICAL MULLION mM03 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MU W ONS , l (J�INGm � 0 Its, ? m em I - LOADING OF VERTICAL MULLIONaO 1 ¢ PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION j ¢ -J e �.- ti IL PIN \ I - z Z < rn m I F Q Z N co Wa A6'C)�O / 1 pU/ $ SHIDH SH/DH SH/DH a 4 SHlDH I O U O O _ I i �KK 0) to I SH/OH d� i PRODUCT REVISED LOADING OF VERTIC/U-MULLION LOADING OF HORIZONTAL MULLION I as complylr�g with the Florida / Building Code SILLOFwINDOWS NOTANCHORED• WITH INTERSECTING VERTICAL MULLION j i� NOA-No. '17-0630.01 P'N PW HR EXPiratbn Date 0 512 6/2 0 21 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY I MULLION mi. a Pro uct ..-I I -- P HINGED 1 NOTES: DOOR pVJ PIN 1 1)DRAWINGS ARE RERESENTATIONS OF TYPICAL 1 PIN CONFIGURATIONS- I pyy / CONFIGURATIONS NOT SHOWN MAY DE EXTRAPOLATED FROM �. THOSESHOWN- I j 2)IF THE LOADING TYPE CANNOT ���`�OR"X LYNN '�.� �c, 1 13E DETERMINED.USE � a - •--V 4k, v i RECTANGULAR LOADING. ����•'•�,�ENSF-•.CI���I . PWSEE PRODUCTS'APPROVAL FOR `* NO.58705 I ACTUAL ANCHOR LOCATIONS- - - LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAJFT'URED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I 7 I SGD .C� LOADING OF VERTICAL LOADING OF HORIZONTAL 1 ,A L/YMw mlld. P E. MULLION MuwoN FL P.E.#58705 i i ' I M IAM I'lDADE MIAIVII-DADS COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/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 i Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. j This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control j 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 mariner, 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 I 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. DESCI PT_ION,-Series-"5570/2770"-VinyTSlidwg Glass_Door.(Reinforced)=]L M Y: .APPROVAL DOCUMENT: Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 of 21,prepared by manufacturer,dated 10105115,with revision A dated 04/05/17,signed and sealed by i A. 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:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 015-1210.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plaseneia,P.E. iNOSNa 1�042006_'' MIAMt•DADECQUNTY i'/t Ex irationDate: April 2021 � P P � f` Approval Date: September 28,2017 {j Page 1 • T PGT Industtles,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0, titled"Vinyl Sliding Glass Door NOA(LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 8546, dated 11/06/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, hic.,Test Report No.'FTL 8547,dated 12/04/15, signed and sealed by j Idalmis Ortega,P.E. (Test report revised on 02/15/16) ! 4. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 j 2)Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-M 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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniforms Static Air Pressurd Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,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 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15,signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/2016) 7. Test report on 1)Uniform Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A.Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6337(samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT,dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No. 15-1210.01) - a orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 PG-T Indushies,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coat.) 2. Glazing complies with ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors",dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 69/15/16, expiring on 02/04/21. 5. 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. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted underNOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"SentryGlas® (Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Gam• -----�_.__ Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5"'Edition (2014) and FBC-0 Edition (2017), issued by manufacturer, dated 08/14/17, signed& sealed by Lynn Miller,P.E.:, 2. Statement letter of no financial interest, dated 04/18/17,issued by manufacturer, signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387,dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—I .M.I.", approved on 03/03/16 and expiring on 04/14/21. � Jorge M. Plasencia,P.E. Peoduct Control Unit Supervisor NOA No..17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING INCLUDING POCKETS &90°/135° CORNERS amup Anchor Sab9mte FMm Ift.bee MIn.Edge Mtn 1. RATED FOR LARGE&SMALL Ble— Embedment MISSILE IMPACT RESISTANCE P.T.Soulhorn P na Hoad/SIIVJamb 9/16 1-318• GENERAL NOTES: (SG-0.55) Pawak e/151 1a/8 DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 012.steel SMS P6)a Aiuminum,6063-75• H—US111IJamb 3/8" 1!0" SEE TABLES 1,2&B1,B2 2)DESIGN PRESSURES: 4to s.s.sole 0.125'min.mickness P4 o k 3/8' 1/e" A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El300. (me.11•hrea inn) steel,A3e• HeeP-hockamb 313, 0.oe0• ON SHEETS 7&8 (0.0�'min.tNtktress) P-hock 3/8' 0.060• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Steel Stud,A053 Or.33• Heewsavjemb 318• 0.071'(14 Go.) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, (0.071•min.tNckneos) Pfiook 31V 0.071 14 Ga. 3)ANCHORAGE:THE 30A13%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 1/4'Elco Ulbecon P.T.SONhom Ping Jamb 1• 1a/0" INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS (SWI. &SlP.M 1• 1-Je• 1!A"Elw 4f0 SS.CrelaFlex P.T.3eulhem Pine HeadSYVJamb 1' 1.3/8' SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). SG-0.55) Pfiook 1• sa/a• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. a 012.ateol Hood ccmw(GS) P.T.Southern Pina 1-1eadlS11-Mmb 11118" tale• 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. con M1e P-hook v1s 1. ;�: 6)REFERENCES(NOA'S):E.CO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 1W Elco Ulimcan m1n.2.85 ke Hoed/SlIV.1-6 fa/1e" 1a19• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES Unamulad CMU, Jamb 1" 1.1/4' (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA ASTM C 901 P4,oek 1' 1-1W REFERENCES(TEST REPORTS):FTL-6337,6338,8646.8649,N52&8717;EXOVA-10-002-792(A)&10-006-1 D231; Unarculed CMU, Jamb lam• 1-114• 1/4"Eke 410 S.S.CmteFlex (ASTM Cao Pfiook 1a14• I_lW GENERAL NOTES.............1 CAAIBRIDGE 535753-09; Crete Head/Sill/Jamb 1-3116' 1-3/4• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE C Concrete min.3.35 keD Phwk 1• 1.3ia• EXAMPLE CONFIGS..........2 HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI C—te HeadlSdVJamb 1-trz 1-3rg' INSTALL DETAILS..............3-6 FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA min.222kse Pfiook 1.1/2 1a18• DP/ANCHOR TABLES........?-8 114 Elco 1&8 S.S. Unyoutad Ch1U, - Jamb 2 1.114 EXAMPLE...........................9 BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). Assm•Ga1•r ASTM C-so Pfiook 2• t-t/4• GLAZING DE-AILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. P.T.Sa,dhem Pine Head/Si111Jamb 1' i-va• I 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. (SG-0.55) P-hcok 1• 1.316' ANCHOR LOCATIONS.......11-16 I 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. Cenemle Head/SiIVJarnb 241T 1.318• PANEL TYPES...................17 114'Elco Ullmeon rnh.2.05 ks P-hook 2-1/r 1-31e• EXTRUSIONS.....................18 ANCHOR NOTES: unemutodCMU, Jamb 2-1/r t-v4' ACCESSORIES..................19 1)FOR CONCRETElCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-0ADE COUNTY p (ASTM cea) P-hook 2-712' APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE centrals HeaalslvJan b -12' 1-314• SCREEN DETAILS.............20 REQUIREMENTS. 21 mn.3.35 ks P-haoK 2-1/z 1a8 PARTS LIST..................... 1/4'Elw 410 9.5.CmleFlax 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. U(ASTMd c1UU, Jamb 2.112' 1-1/a• (ASTM Gs0 P-hcok 2-vY t-tla• PRODUCT REVISED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2•THICK.PROPERLY SECURED,1 X WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as complying with the Florida 1 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Building Code GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NOA-N.. 17-0420.06 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Expiration Date 04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Miam� a Product contror BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, ' NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fy Min.Fa If LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Screw 92 ksi 120 ksi SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES I STANDARDS USED: 410 screw 90 ksl 11D ksI SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC),BTH EDITION Elco Aggre-Gatoi® 57 ksl 88 ksl •2014 FLORIDA BUILDING CODE(FBC),61 ASTM E1300-09 EDITION Elco UltraCorl® 155 ksl 177 ksl • INSTRUCTIONS: - •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elco C7eteFTexm 127.4 ksl 189.7 ksl 1} KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE .ALUMINUM DESIGN MANUAL,ADM-2015 6063-T5 Aluminum is ksl 22 W `�tt Y LYN SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE •AISI S100 12 A38 Steel 36 ksi 68 ksl `�����_••• •••N/tJj GLASS/REINFORCEMENT. •AISC36040 Gr.33 SteelStud 33 ksi 45 ks ��. VOE1SF'•�C�: p 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL e No.58705 J 1ij PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/DR VINYL SLIDING,CLASS DOOR NOA(LM) $ 10/05/15 - r HEIGHT. -_ 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS GENERAL NOTES J ROSOWSKI -P . SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE %QDISTA s q �:1 NM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS DESIGN ca 1070 TECHNOLOGY DR UPDATED TO FBC 2017,VINYL MFG. Q 04/05117 '�, 5IONAI 0 4)FROM PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. . fill 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 SGD-,5570 ya NTS Ts 1 OF 21 a MD-5570.0 1911 A A.LYNN MILLER,P.E CERT.OF i f2929e �1 P.E."58705 t MAX UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH �E NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTI I PER TABLES 1&2 - l+� PER TABLES 1 Ss 2. PER TABLES 1&2 -IPER TABLES 1&2 ' I3 ° MAX.UNIT MAX.U� / MAX UNIT / / ° I MAX.UNIT ' HEIGHT HEIGHT / / ° Iw HEIGHT a " HEIGHTPER PER TABLES I&2 �� PER TABLES I&2 / / PER TABLES I&2 TABLES 1$2 row,I" �" I / / / P �" / 1 �aa�T IN Nr- 1 PANEL , 2-PANEL 3-PANEL CONFIGURATIONS 4-PANELCONFIGURATIONS oh CONFIGURATIONS CONFIGURATIONS 4 MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 4 PER TABLES I&2 PER TABLES 1&2 F— ° ° I MAX.UNIT + a MAX.UNIT ' ' ° I� MAX.UNIT / ° Iot HEIGHT / $ HEIGHT $j I� HEIGHT ' ' / I" TABLES 1& / / £ � PER TABLES I&2 / / / / / I$ PER TABLES&2 / / ]—— - /, / ,/ J f J 5-PANEL CONFIGURATIONS 4 6-PANEL CONFIGURATIONS CORNER,TYP. OUf9°E CCRRa351gWt1 R15i°C corwrn P.6WYt PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH ..'.. n comply=with tho Florida BuildNOM.PANEL WIDTH NOM.PANEL WIDTH NOA-Noa-ng Coda No. 17-0420.06 PER TABLES 1&2 PER TABLES I$2 Expiration bake 04/14/2021 MAX.UNIT ' a ' / I MAX.UNIT Nli7tpad'product CoRfi 1 HEIGHT a a 2 a / Iw HEIGHT 1 3 / I" PER TABLES 1&2 / / / PER TABLES 1&2 7-PANEL CONFIGURATIONS L 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES, "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-"116" \\\ Y LYN 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/16" 11\ •N� POCKET DLO HEIGHT=DOOR HEIGHT- Cam• LtcENSF•./��� LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "p"_ POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" :1¢: Mo.587p5 2)90°&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS,DOOR NOA(LM) 10/05/15 Lx EXAMPLE CONFIGURATIONS JROSOWSKI ;1o�: t1 ?��\ 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND 4- REVIEWED BY THE AUTHORITY HAVING JURISDICTION. —DETAIL LETTER coFrRronrmaT2T roTe+DusTRies iRc. NO CHANGES THIS SHEET. q 04/05/17 � s/���RIDA-,.•G�cl\� ALL RIGHTS RESERVED ,O)VAL i 6N\\ 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. ® 1070 TECHNOLOGY DR N.VENICE,FL 34275 5)MAX ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT2 !—SHEET NUMBER (941)-480-1600 SGD-5570 g, NTS 2 OF 21 i MD-5570.0 g£ A A LYpN MILLER 05,p£ CERT.OF AVM 829290 N DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU IX WOOD ASTRAGAL IDETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF INT INTO MASONRY FACPIG EJCT. ERLOCK INTO METAL THREADS BEYOND THE CONCRETEICMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH - ------- -�{ - 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, i ' I - HEIGHT IS OVER Ba- 2t 19 EMBEDMENT AND '�",� '• 94 MAX 26"O.O. « EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE `< t0 INTERIOR 71 60 �I o 0 on TABLE A,SHEET 1& ID DAYLIGHT NOTE 3,BELOW / OPENING { - -- WIDTH I c l at d O o d EMBEDMENT . q p o 31 - 7 bI EDGE (4)THRU KEEP ER@MAX 99 �� EDGE •�'•' g0 82 3.6.O.G,SEE SHEET 10 DISTANCES• 0 28 0� ENTER OR 26 SEE NOTE 6, DISTANCE {/ sEE NOTE S, 94 26 26 21 THIS SHEET 1/4"MAX. ►H 1X OR 2X WOOD THIS SHESEE I I 32 -'"" THIS SHEET BUCKSTRIP,SEE I EMBEDMENT R SEE NOTE 6,THIS sHEE I 29 ANCHOR � � NOTE 3,SHEET 1 L__-__.___._�-_ #8 X 3/4"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, PLATE AT / 63 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) ` 9"&12°FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR SUBSTRATE,SEE LOCATION i DETAIL C2 DETAIL D2 _ DETAIL B2 TABLE A,SHEET 1& DETAIL A2 INTERLOCK INTO MASONRY ASTRAGAL NOTE 3,BELOW INTO 2X WOOD 2X WOOD BUCKSTRIP OR 1B DAYLIGHT REQUIRED IF000R EMBEDMENT FRAMING,SEE ANCHOR 21 B1 HEIGHT IS OVER96' 114"MAX -►1 `�Q NOTE 3,SHEET 1 OPENING 22 0 INTERIOR PRODUCT REVISED WIDTH I EDGE I I as complying with tho Florida 1 DISTANCE I I Building Code TYP.ANCHOR TYPE, _ SEE NOTE 6,PHIS SHEET T NOA No. 17-0420.06 26 H 26 I Expiration Date_0411 4/2 0 2 1 EMBEDMENT AND 26 27 EDGE DISTANCE PER d e TYP.ANCHOR TYPE, I By SUBSTRATE,SEE / g p ss z3 a EMBEDMENT AND q miam a Product control TABLE A,SHEET 1& st �1 e o P EDGE DISTANCE NOTE 3,BELOW — PER SUBSTRATE, U SEE TABLE A,SHEET d Q d EDGE 1&NOTE 3,BEL I Bg 4)THRU KEEPER rpj MAX a - d OW I EXTERIOR DISTANCE JO.G.,SEE SHEET I PANEL WIDTH L b ----J 11/4,MAX CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) INTERIOR OR �t' FIXED PANEL CLIP& � NOTES ANCHORS,SEE EXTERIOR DIRECTION. �` 0,0 LYIyy 1)DETAILSAPPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE6,THISSHEET DETAILSHEET19 ALL PARTS IDENTICAL. i Q�:• LIGENSF•.,��� 2)REFERTO ANCHOR NOTES,SHEET 1. FOR ALL LOCKsnL[S, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED T� NO•��05 _2s O VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/15 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 4 CONTINUOUS ANCHOR PLATE,ITEM 1l8,IS REQUIRED AT ALL HOR¢ONTALRAILS 30 :-� ® INSTALLATION,HORIZONTAL X-SECT. J ROSOWSKI p0�. STATE of I FRAME ANCHOR LOCATIONS. Y �\ 6)SEE TABL5)PANEL IESFI&0ES NOT INCLUDE 2 FOR EINFORCtMENlREQUIREMEN ASTRAGALLOCK OR ALL ADD-ON.INTERLOCK" n ZB OOPVRIGAL RGHTSRESERV�D Es,INc. rc NO CHANGES THIS SHEET. �0 04/05/17 ;��ssT �R!.-C, REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF oNL 1070TECHNOLOGYDR o i� NAL111��1 J THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HO N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. (941}480-1600 SGD-5570 a NTS 3 OF 21 a$ MD-5570A z�C A A.LYNN MILLER,P.E. GERT.OF AUiH.4292% N P.EiF 58705 DETAIL E1 TYP.A14CHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC 4x sucNsrwP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUMISTEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETEICMU EDGE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMEN I' SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EpGE TABLE A.SHEET 1 REQUIREMENT DISTANCE DISTANCE EMBED- I EDGE DISTANCE a. MENT EMBEDMENT EMBEDMENT EMBEDMENT AX. 1XORr2 WOOD e s 114"MAX.— e n 1/4"MAX. Eli 1!4"MAX. 114"MAX. Q BUCKSTRIP,SEE Q D 3 / 50 ANCHOR NOTE 3, ° TYP.ANCHOR TYPE,EMBEDMENT AND 7TaYP. CHOR TYPE,EMBEDMENT AND °3 BHEET1 EDGE DISTANCE PER SUBSTRATE,SEE ISTANCE PERSUBSTRATE,SEE TABLEA,SHEET 1&NOTE 3,THIS SHEET TABLE A,'SHEET 1&NOTE 3,THIS SHEET 33 s / w NOTES / LoclFOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. c ASTRAGALS U 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-B-9/16" _ HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116' ANCHOR PLATE AT Rnt_s CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-IJ2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT z5 PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTES, HEIGHT SILL RISER PRODUCT REVISED THIS SHEET VARIES WITH EXACT DIMENSIONS, Build Building CoaeWlth the Florida REQUIRED Now-No. 1I7-0420.06 EXTERIOR POSITIVE Expiration Date 04114/2027 DESIGN UgEXTERIOR .390 82 PRESSURE, ey390 r-- Miami a Product Control SEE SHEETS EXi OER10R Ot� 7&B. .380—� Fes- 2.947 2 0R G2 'I 2° �j►1 [—.390 _ J_I 2.370 1/4"MAX. 33 M42 #43-05AL50 PPLY .823 —� 1.793 3.464 4.041 GROUT AS i ° h 1 917 I__ 2'887 NEEDED,SEE ANCHOR NOTE 13 p 2 12 Q 2_1Jp"=TOTAL 06 c- 060 .060 0601] 5,SHEET 1 e 114"MAX. 3 Q SILL HEIGHT SILL RISER 43 44 SILL RISER SILL RISER SILL RISER O 42 �`� p1Y LYry rrr// �� ICJ � O(2-1/2'TOTAL .(3-112"TOTAL ( 45 4-1/18"TOTAL (4-6/8"TOTAL `.`�Q•,.....,!v,�� ��/ r - SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) LtcENgF..1� EMBED- r EMBEDMENT EDGE �� �S No.58705 MENT • .• DISTANCE iP VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 a •EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICALX-SECT. JROSOWSKI %� DISTANCE EMBEOMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND ® ° -O�•. STATE OF ,•'(V�` EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE copyt fVZ°77 POTINpUSTWES,INC NO CHANGES THIS SHEET. �M 04/05/17 :/l�`S''•F70RIDp, ���� V1101.1RITFJCMU PER SUBSTRATE, NOTE 3,SHEE_T 1 PER SUBSTRATE, ALL RIGHTS RESERYE° // ---PER ANCHOR IDETAILFI SEE TABLE A, DETAILF SEE TABLE A, 1070 TECHNOLOGY DR �§ q rr,,ONALi�,�.` REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 IWO MASONRY THIS SHEET utro wooD THIS SHEET (941)-480-1600 SGD-5570 NTS 40F21 0� MD-5570.0 91 A A•L PY MILLER RE GERT.OF AVM p29390 . z 4 71 4 �Lo W(DO �'' INTERIaR /1 (BOR 26 71 �-I 18 (4)THRU KEEPER O d 2 0 26 37 96 MAX 16.5'O.C. INTERIOR 3 / 69 S98 EEESSX ET � AIL H32ET 119 — 36 D H2 18 EXTEROR 80' 346? CU SEE SHEET MAX O9 OUTSIDE CORNER d 90° I� 33 4 69 (� BVTERIOR rna1❑ zs aR z6 1 OMAX 18.6.O.C. o� bill 025 OR 2' EXTERIOR � EXTERIORr� ° Q _ IIIII f�J�l 135° 33 39 q DETAIL G1 DETAIL H11 MAX18.5'0.C,iK 10 00 INSIDE CORNER OO WSIDE CORNER EXTERIOR INTERIOR 41 O p (4)THRU KEEPER o9 EXTERIOR 98 @MAX 3.5.O.C., 'l 1 \� 1 SEE SHEET 19 V 19 °q 9 z O 0 Q O PRODUCT REVISED �--� as mplyingg with tho Florid a Building = NOA-No. 17-0420.06 �DO 135° 4 Expiration Date 04/1 412 0 2 1 INTERIOR By _ Mlaml-Oa a Pmduct Control P Per' m,� O IIfLIII� /OR 2 oa[� NOTES q c 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. I �(� 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR &R 26 _ L1LILy QUANTITIES,SEE TABLES 1&2. 111 I i� 33 se o a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, s5 DEPENDING ON CONFIGURATION. a MAX 1Rso.o es Q:•' :Fp (4)THRU KEEPER Oa MAX 1s e9 ti VINYL SLIDING GLASS DOOR NOA(LM) 8 10/05/15 = NO.58705 3$O.C.,SEER P 19 90 EXTERIOR '=�.� // - DETAIL G2 CORNER ASTRAGAL HORIZ.X-SECT. a J ROSOWSKI 1/` _ . r r. ® %O S'T P� ouTsiaEcoRNER' COPYRIGHT®TA17 PGTBVDUSTRIES,ING NO CHANGES THIS SHEET. �g 04/05/17 %�t�`s' F�oRIOP,.•' 1070 TECHNOLOGY DR o ' `�S,70NALI00" N.VENICE,FL 34275 (941)-480-1600 �SGD-55701jj NTS 5OF21 1111 MD-5570.0 JI A A.LYNNMILLEft,P.E CERT.OF AUTH.AZMB n P.Ef#5670.5 FD-E-TA-IL-172 OPTIONAL NON- INTOMASONPY INTO MASONRY STRUCTURAL EDGE CONCRETEICMU ANCHORS FOR-----\': -0� --PER ANCHOR mOR iNTI. REQUIREMENT INTERIOR POCKET TYP,ANCHOR TYPE,EMBEDMENT DISTANCE JAMB AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, •SEE FIG I SHEET I&NOTE 3,BELOW FIGURE 1,INTERLOCKS AT POCKETS: INTERIOR POCKETS MUST THIS SHEEi 30 FOR DOOR HEIGHTS 96"AND LESS: INCLUDE A NON-STRUCTURAL, is FRAME JAMB TO REDUCE THE 10 OPT- POSSIBILITY OF WATER ANCHOR EMBEDMENT IWMAk iT OPT. INFILTRATION .. ................... POCKET BY OTHERS SEE (DOPT. NOTF.6 BELOW E FOR DOOR HEIGRTS OVER 1 6 MENT7.-. OPI. 1/,r MAX, _G iP 97 ANCHOR MAX.D.C. SEEFIG 1, 30 • TYP,ANCHOR TYPE,EMBEDMENT RIOR CONCRETEICMU THISSHEET&/ EDGE _--FERANCHOR C28> 27 AND EDGE DISTANCE PER DISTANCE REQUIREMENT 0 SUBSTRATE,SEE TABLE A,SHEET 1 &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET a 91 21 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER METAL TYR,SEE ANCHOR NOTE SUBSTRATE,SEE TABLE A,SHEET-1 4.SHEET 1;ANCHOR LENGTH TO &NOTE 3,BEL BE A MIN.OF 3 THREADS BEYOND EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED :E ANCHOR as complyin with the Florida THE METAL SUBSTRATE DISTANCE FRAMING,$E Muliding code EDGE NOTE 3,SHEET I OA-Ho. 17-0420.06 OPT.ANCHOR — DISTANCE OPT.ANCHOR rxpimtlon.Date 04114/2021 DETAIL 1 103 y INTO METAL _8OPT. EMBEDMENT 17 OPT. Min- 0 Pro act antrol EMBEDMENT 1/4' o DETAIL iiINTOWOOO 1/4"MAX. MAX Exmm ri 10 mc FIG 1,31 THIS SHEET SEE FIG 1, THIS SHEET 30 @)OR 27 �TVICR 22 LY 21 91 ........... EXTERIOR POCKET EXTERIOR POCKET VINYL SLIDING GLASS DOOR NOA(LM) 10/05M5 r;E �T. W! I NOTES SOWSKI H I ES,KORIZ.X-SECT. a JR0'O 7 IS 05/1 - OOF 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P HOOK EXAMFIL 0 2)REFER TO ANCHOR NOTES,SHEET 1. 0 T Z, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES I&2. COPYRIGHT 0 2017 Par iNDI)STRIES,INC. NO CHANGES THIS SHEET. 04/05/17 j)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. ALL RIGHTS RESERVED_.._. — /I L 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS 1070 TECHNOLOGY UK 11111110 THEIRS N.VENICE,FIL 34275 A.LYNIN RL P.E. SGD-557G NTS A P.E 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY 0 6OF21 19 MD-5570.0 J,�"A I (941)-4804600 SGD-557G NTS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CENT TABLE 1: Design Pressure(DP)and Anchor QuallUfles Required, (tor all approved configurations on Sheet 2) Use this labia for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIFS LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 80" 84" 96" /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116"DLO Height 72-15f16"DLO Height 84-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Locl ile Reinforcement#25 or#26 Anchor Group Anchcr Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interiock Reinforcement#27 A B C D A B C D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +601.60 psf +60/-60psf +601-60 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS f2— Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 c3+1 c3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Jamb 5 5 5 5 5 5 5 5 .5 5 5 5 MIDSPAN OF PANEL). -�TOTAL#OF ANCHORS THROUGH THE JAMB. P hook T 7 7 7 7 T 7 7 8 8 8 B Design Pressure +60/•fi0psf +60/-60psf +60/-60psf `THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK Head/Slll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1PERPENDICULAR TO THE GLASS. ,lamb 5 5 5 5 5 5 5 5 5 5 5 6 P41ook 77 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60 -60psf +60/-60ps1 Head/SUI C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 .9 1 Jamb 5 5 5 5 5 6 6 5 5 5 5 5 Width P-hook 7 7 7 7 7 7 7 7 6 B 8 8 o Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf Z 37--1/8" _ 42" DLO I lead/SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 TABLE B1: Width Jamb 5 5 5 5 5 5 6 5 5 5 5 5 Water-Limited FIG 1: P•hook 7 1 7 7 7 7 7 7 7 6 B 6 B (+)Design Pressure OH LENGTH Design Pressure +60/-60psf +60/-60psf +60/-60psf Sill Nom.Sill Max.(+)DP 43.1/8 Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Riser Height Allowed F DOORASSEMBLIES 48 Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 one 1-11/16" See Note2 INSTALLED WHERE THE PRODUCT REVISED P hook 7 7 7 7 7 7 7 7 6 8 8 8 W OVERHANG(OH)LENGTH IS as complying with the Florida 42 2-112" +3S.7 psF s EQUAL TO OR GREATER THAN Bulimng Cade 43 3.1/2" +610 psf p THE OVERHANG HEIGHT IS Ni 17-0420.06 USED IN EXAMPLE ON SHEET 0 44 4-11161 +60.0 psf EXEMPTED FROM WATER Explrathm Date 04114/2021 45 45/8" +60.0 psf INFILTRATION RESISTANCE. By _ Nuarm-ui product control r DLO WIDTH=NOM.PANEL WIDTH-8-9116" `` �11YlLYNrrr DLO HEIGHT=DOOR HEIGHT-11-1/16" �%� rrr PANEL HEIGHT=DOOR HEIGHT-2-1/2' SON••• ' i dal ltcerus� �!!�% TABLE NOTES: ' A,VINYL SLIDING GLASS DOOR NOA(LM) 2 10/05/15 ',f No.58705' 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 --- "-_ AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. o DP&ANCHOR QUANTITY TABLE J ROSOWSKI .G } ; 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL - RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. COMIGHr02017 POT Ni INC. NO CHANGES THIS SHEET. 04/05/17 i��t`' `YOflIDP,.•'1= � 3)SEE SILL RISER TYPES ON SHEET 4. _ALL RIGHTS RESERVED �i�5'S ••••- NC9�` 4)SHEET APPLIES TO 2,3 AND 4.TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR Y "�.r10NAL V�`�� N.VENICE,FL 34275 rr/h i l l ox 5)REFER TO ANCHOR NOTES,SHEET 1. (941)-480-1600 d A.LYNN MILLER,P.E 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING cenT o�Auni aeszae SGD5570 NTS 1 7 OF 21 z MD-5570.0 e A P.N WILLIes TABLE 2: _.. Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit I[eight PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW:SEE TAB[-E A, Glass Types 2 or 4 80" 84' 96" 108" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116"DLO Height 72-15116'DLO Height 84-15116"DLO Height 96-15116"DLO Height 108-15116°OLD Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#28 A B C D A B C D A e C D A B C D A B C 0 /CONSIDERED,SEE TABLE B2,THIS SHEET. DesgnPrsssue +100/-100psf +1001-100psf +100/-100psf +60/-65psf +60/-65psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3ANCHORS Head/Slil C3+1 C3+1 =1��G3+1 +1 C3+1 C3+1 C5+1 C3+1 C3+1 C3r1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24° DLO Jamb 5 5 5 5 5 5 5 5 8 6 6 8 6 6 g 6 MIDSPAN OF PANEL). Width TOTAL 0 OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 8 8 e 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-10/-100psf +100/-f00psf +601-65psf +60/-65psf PERPENDICULAR TO THE GLASS.25-1/8" Head/SIII C5+1 C3+1 +1 C3+1 C3+1 05+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1-C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Jamb 5 5 6 5 5 5 7 5 B 6 6 8 8 8 6 6 Width P-hock 7 7 7 7 7 7 7 7 8 8 B 6 9 9 9 9 10 10 10 10 DeslgnPressure +100/-100psf +100/-100psf +fool-100psf +60/-65psf +60/-65psf FIG 31-1/8° Head/Sill G5+2 C3+1 C5+1 C3+1 C5+2 1 C3+1 C5+1 03+1 05+2 05+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 OH LENGTH~ 36" DLO Jamb 5 5 6 5 5 5 6 5 - 5 5 7 5 8 B 8 6 6 6 6 = Width Phook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 H DOOR ASSEMBLIES § Design Pressu a +100/-f00 psf +100/-100 psf +100/400 psf +601-65 psf +60/-65 psf 0 INSTALLED WHERE THE 37.1/8" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C6+1 C3+1 to OVERHANG O E S a 42" OLD I EQUAL TO OR GREATER THAN Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 11 6 6 8 8 8 7 6 O THE OVERHANG HEIGHT IS P-hook 7 7 1 7 1 7 7 7 7 7 8 ' 8 8 8 9 9 9 1 9 10 10 1 10 10 EXEMPTED FROM WATER Z DesignPresswe +100/-100psf +100/-100psf +92/-92psf" +60/-65psf +60/-65psf INFILTRATION RESISTANCE. 43-118" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 G5+2 05+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Jamb 5 5 7 5 5 5 1 8 1 5 5 5 9 1 5 6 6 7 6 6 1 6 8 6 Width PRODUCT REVISED P-hook 7 7 1 7 7 7 1 7 1 8 1 8 8 1 8 9 1 9 9 9 9 9 10 10 10 10 TABLE B2: Design Pressure +60/-80psf +80/-80psf +80/-80psf +60/65psf +54.1/•58.7losf Water-Limited as compsyIngwiththeFlorlda Building Code 49-1/8' Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 E+2 C5+2 C5+2 C5+2 C5+2 M2 C5+2 C5+2 (+)Design Pressure NOA No, 17-0420.06 W, DLO Expiration Date 04/14/2021 Width Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 8 B 8 6 S81 NHei Sill MAX.(+)DP P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 90 Riser Height Allowed By +80/-80 +60/-W +59.1/-64 +49.6/-53.7 f None 1-11116" Sea Note 2 Ngn r Prodncttonerol Design P/esstae +80/-80 psf - psf psf psf ps 55-1/8" Head/Sill G5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 CS+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2-112" +38.7 psf 60" DLO Jamb 5 5 6 5 5 5 7 6 5 5 8 5 8 6 8 6 6 6 8 8 43 3.1/2' +60.0 psf Width P-hook 7 7 7 7 7 7 7 7 8 8 e 8 9 9 9 9 1D 10 10 10 44 41/16 +SO.O psf •+1-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-518' +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9116' \vvv r� DLOHEIGHT=DOOR HEIGHT-11-1/16" `� ONYLYIV/y� zip PANEL HEIGf n=DOOR HEIGHT--2 1/2" 4=��•'Lvcr-.HSF'•�1��� TABLE NOTES: =*:r No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 0? a✓= AND TABLE B2 DETERMINES THE WAFER LIMITED(+)OR DP&ANCHOR QUANTITY TABLE m^ J ROSOWSKI �130, 5TATEg 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL e n •- RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. corvrsiaer®soft voriNovsrwes,mc. a NO CHANGES THIS SHEET. 04/05/17 '��5+'F��R... 3)SEE SILL RISER TYPES ON SHEET 4. nu moNrsraEsetvEo ���`S/01VAI- E���� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1 N.VENT HNIOLE FL GY 6R c �� rr r r r r i l t t tvv v 5)REFER TO ANCHOR NOTES,SHEET 1. 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION 8 SPACING (941)-480.1600 SGD-5570 NTS 8 OF 21 0 MD-5570.0 z A A.LYNN MILLER,987(19 .E CERT.oFAem F=s[[90 w P.FJl5a7r15 EXAMP3ERACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REWIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR POCKETS OF INTERLOCI< OF INTERLOCK ANCHOR INFORMATION- INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, 6" CENTERLINE CENTERLINE CEN7ERLIIJE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAC OF PANEL 1 OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKET BY .. OTHERS.SEE .. NOTE 6, SHEETS — •+E, •,+2-ANCHORAGE, ..25-W8'MAX. 6' I ANCHORAGE, '•2'ANCHOR/AGE,, MAX 6"MAX. _ ' SHEET 12 SHEET 12 -C3•'CLUSTER, 'C3"CLUSTER,_ SHEET I2 tX1 ERIOR SHEET 12 SHEETI2 ENDANCHORAGE SEE POCKET JAMB (MIN.1 ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATIONON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET 6 IDPXXX(3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK 01-WTERLOCK ANCHOR INFORMATION. _ 6" CENTERLINE CENTERLINE CENTERLINE MAX. OFPANELI OFPANEL2 OF PANEL POCKET RY EXTERIOR INTERIOR OTHERS','SEE NOTE 6, jo I of o 0 0 r�l SHEETS > g^+2' •i21 ANCHURAGE, 25-WEi"MAX. Tw :Q ANCHORAGE, SHEET II "+2'ANCHORAGE, MAX. SHEET11 SHEETII "C3"CLUSTFR, -C3•CLUSTER, EXTERIOR SHEET-11 SHEET11 END ANCHORAGE 11 12'MAX. 21.6" FRAME JAMB SEE POCKET JAMB (MIN.1 ANCFIOR) v MAX. REQUIRED INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIORPOCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED as complying with the Florida FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 841.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 17-0420.06 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCETo NEXT CLUSTER a■plratlon Dato 0 411 4/2 0 2 1 PRESSURE REQUIREMENTS. TO BE25-318^Q.C.ORLESS 13 FOR WOOD INSTALLATION USING ANY I HeadlSill I C3+2 Miami-Da roduct Control ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7 0 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF END PANEL s^MAx. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT 6'MAX. THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCHOR HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE TO AID IN ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-318",OTHERWISE ANCHORS ARE NOT REQUIRED AS ��A1I1 I 1 f I Ilr// ANCHORAGE ANCHORAGETHEIN SILL(INTERLOCK TERMEDIATEANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE PER THE FIGURE ABOVE: `\��� O cENs DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.I AYOUT. F VINYL SLIDING GLASS DOOR NOA(LM) $ 10/0511 _ No.58705 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL """ �I = - A)SHEET 2 FORALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE o J ROSOWSKI �_ LOCATIONS OF CROSS-SECTION DRAWINGS, ® g �0 ., s tVw= B)SHEET 10 FOR SPECIFIC GLAZING TYPES, 3)INSTALLATION DETAILS INTO WOOD CAN coPYRICAL azGlPcrNORu Es,INc. a NO CHANGES THIS SHEET. 8A 1 04/05/17 :��s'•.FLORIOP.•'G\?� C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: AI- S/ON 7070 TECHNOLOGY DR ' / D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 u //11I 1.. E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VE 1)-48ICE,-1 34275 - F)SHEET 21 FORA BILL OF MATERIALS. P-ROOK:SHEET B (941OFAUV.6� -SGD-5570 I NTS 9 OF 21 i MD-5570.0 A A.LYNN MILLER,P.E. .__. -.- CERT.OF AUTH.Bt929G P.EIF SB705 1-1H6"NOM. ®- 3/16"HS GLASS / / 3116 GLASS 3116-ES GLASS 3116" ""H HS GLASS 3/16"ANN GLASS 75 70 .090"PVB .DSO"PVB .090'SG 7116'AIR SPACE '77 78 3/16 ANN GLASS PAINTmI 3116'HS GLASS PAIIJTED/ 3(16"HS GLAS3 3/16"T GLASS LAMINATED LAMINATED PAINTED/ PAINTED/ OR'st SURFACE eo P SURFACE ® et ti LAMINATED (Bon 63 /--LAMINATED (AD) ��(tlk "Ir�-,1' O _ J — —— SURFACE / SURFACE PRO S"EXTERIOR- I— -- PRODUGTIXTERIIX�FlOR- PRODUCT IS I \ - PROD ISE�,XTERIOR- / �!!\ j GLAZED°IF OW-81 IS I I Wf6"NON. GLAZED'IF 98D-81 IS 1 7/8'NCM. GLAZED"IF#80.81 IS I 1 7W MOM. GLAZED'F#82-831S I 1 7/8"NOM. TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIO I GLASS TOWARDS THE EXTERIOR I I GLASS TOWARDS THE EXTERIORD I GLASS BITE I BITE I I BITE - I BITE a INTERIOR. -- INTERIOR a INTERIOR <t3If�t4BPRODUCT IS INTERIOR- I PRODUCT IS-INTERIOR- I PRODUCT IS'INTERIOR- I I \ PRODUCCT IS°INTEMOR- GLAZED"IF880-R7 IS 79 GLAZED'IF 080$1 IS T9 GLAZED"IF M"I IS I 79 GLAZED'IF 882-831S I 79 TOWARDS THE INTERIOR. TOWARDS THE INTERIOR TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 85SEE NOTEZ � 85 SEENOTEZ 2/ B5 SEENOI THISSHEET TWS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED SILICONE HOT-MELT BUTYL "r=TEMPERED STRUCTURAL 1-1116"NOM. 1-11M"NOM. "PVB"=.090"TROSIFOL®PVB INTERLAYER SILICONE 3116"HS GLASS 3/16'HS GLASS BY KURARAY AMERICA,INC. STRUCTURAL \ 3/i6 NOM. POLYISOBUTYLENE 114'NOM. FOAM .090°PVB .090"SG "SG"_-090"SENTRYGLAS®INTERIAYER WITH 75 7e 3n6 Hs Glpss 7s 7s BY KURARAYAIv1ERICA,INC. WITH DESICCANT DESICCANT 3116"HS GLASS EXT.GLASS- I EXT.GLASS 7/16"AIRSPACE 77 78 7116°AIRSPACE 77 78 PRODUCT REVISED 3/16"T GLASS 3/ifi TGLAS5 as complying with tho Florida 1 PAINTED/ PAINTED/ Building Codo 82 OR e3 LAMINATED B2 LAMINATED NOA-No. 17-0420.06 SURFACE SURFACE .Expirntlon Onto 04/14/2021 \-INT.GLASS INT.GLASS �=EXTERIOR \ a EXTEMOR \ By •� 1 PRODUCT IS"EXTERIOR- I PRODUCT IS'EXTERIOR• I i I fDiaml aq rotlact Control 1 GLAZED"IF 982-89 IS 7/8"MOM. GLAZED"IF#02-83 IS 75 KODISPACE 78 SUPER TOWARDS THE EXTERIOR. D I GLASS TOWARDS THE EXTERIOR D 17GLASS 4SG TPS SPACER NXT'° I I BITE I BITE INTEW I (`��T INTERIOR I I ALUMINUM PRODUCT IS-INTERIOR- I I I PRODUCT IS"INTERIOR- I I #11EIN110FORCEMENT pOLYIS0. Ut51CCANT FILL AREA GLAZED"IF 082-83 IS I 7o GLAZED^IFfl82-831S I - I 7B I BUTYLENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. M. SFJV. 5116•'NOM. II BU � SILICONE SEAL SEE NOTE 2, I 08 SEE NOTE 2, 96 DESICCROLL-FORMED THIS SHEET THIS SHEET FSTAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 \�`�t7 EXT.GLAS NOTES: ��\'C�;�N•CEN�Q'/ ���� . EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT DE PAINTED OR LAMINATED. ju. 4 VINYL SLIDING GLASS DOOR NOA(LM) M 10/05/15 _ i N..58705 .GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS m J ROSOWSKI TNT.GLASS INTERIOR OR EXTERIOR GLAZED, ® 7n1 PROVIDED THAT THE COPYIUGHf®2017PGTINDIrSTtEE,ftfa NO CHANGES THIS SHEET- � 04105/17 %��''. ' �� g, DURASEAL XL EDGE ALLRIOHTSRESERYED % (b FcoTtlol.•' 77 O OFALAMINATED GLAZING UNIT IS lr '-••.....• G SPACER SPACER ADHERED TO THE GLAZING LEG. 1070TECHNOLOGY DR N.VENICE,FL 34275ILLE 'rl Tri 1111�` (941)-480-1600 VSGD-5570 a NTS 10OF21 Rz" MD-5570.0 �x A a1 RE,58705 PE DFAURLrM200 MI • I I SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGALOR PANEL_ INTERLOCK INTERLOCK PANEL CENTERLINE PANEL_ CENTERLINE 4" CENTERLINE 4" CENTERLINE 4' CENTERLINE 4" o --- T IL " J " I F EXTERIOR EXTERIOR EXTERIOR EXT�E7RIOR EXTERIOR 2-TRACK CLUSTER'Cr '� 2-TRACK CLUSTER'C5' 2-TRACK INTERMEDIATE 1J 2-TRACK INTERMEDIATE 15 TRACK INTERMEDIATE A14CHOR LOCATIONS ANCHOR LOCATIONS '+1•ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR INTERLOCK INTERLOCK PANEL PANEL PANEL LfNiEW-WE 4" CENTERLINE 4" CEMERLPE CENTERLINE 4° CENTERLINE 4" 0 EXTERIOR 322' EXTERIOR 3.221 EXTERIOR EXTIERIOR 3.2Z' EXTERIOR —�•+ 3.22" u3•TRACKCLUSTER'C3' &TRACK CLUSTER"C5' �J &TRACK INTERMEDIATE �J TRACK INTERMEDIATE `/ 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1•ANCI IOR LOCATION "+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR ` PANEL PANEL_ PANEL_ INTERLOCK—.- INTERLOCK ` CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4.• CENTERLINE r}" 4' 0 0 EXTERK)R — 3.22" EXTERIOR 3,22" EXT�IE�RR RIIO EXTERIOR EXTERIOR v 3.22" 4-TRACK CLUSTER 4-TRACK CLU.STFR 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE I 'CS'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '+1•ANCI IOR LOCATION "+2•ANCHOR LOCATIONS "+W ANCHOR LOCATIONS I NOTES: FIGURES I'EXTAN TO THE FOLLOWING SLL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. i NOTES: INTERNEOIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL SILLS: j DISTANCE ISW2-3751, FOR ALL SILLS: PRODUCT REVISED T�IIIIIITiTII// Head/Sill +1 as complying with the Florida ���� Y LYN /rr Building Code ` QN•........ �i �k 5 NOA-No. 17-0420.06 �TCENSF •�C�� FIGURES PERTAIN TO TIE FOUGWINGSRL ' Expiration oat 0 4/1 4 2021 P CLUSTER ANCHOR LOCATIONS: JY No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 By �J� Miamtt a Product Control— ANCHOR LOCATIONS A J ROSOWSKI �p�. stATE Of 4ij\ ® (O FLORIDP•.•' N' COPYRIGHALLR`117 GGTIERVUSsTRES,INC. NO CHANGES THIS SHEET: �� 04/05117 'irSS,�O....... 6�" HeatYSill C31 1070-1 ECHNOLOGY DR zg AJAL1 Jamb 1 5 N.VENICE,FL 34275 P-hook 7 I (041)-460-1600 k - A.LY. MILLER,P.E. j CERT.OF AUTH.tlIN266 �SGD-5570I NTS � 110E 21 � MD-5570.0 kx A P."68705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK 4" INTERLOCK 4�' PANEL_"„„ CENTERLINE 4. PANEL 4„ CENTERLINE CENTERLINE CENTERLINE CENTERLINE EXTERIOR n qq" EXTERIOR 3.22" EXTERIOR EXTERIOR 322" EXTERIOR 2-TRACK CLUSTER"CV 2-TRACKCLUSTER'W 2:1RACK INTERMEDIATE IG &TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 1,11 ANCHOR LOCATION '42'ANCHOR LOCATION 113"ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR INTERLOCK INTERLOCK- PANEL PANEL— PAWL 0 CENTERLINE CENTERLINE 4.76' CENTERLINE CE CENTERLINE ,>4- CENTERLINE �y 4!' 4. EXTERIOR --4 322, EXTERIOR 3.22' EXIEMOR I EXTERIOR EERIOR' 31'RA K INTERMEDIATE 3-TRACK INTERMEDWE 3-TRACK INTERMEDIATE 3-TRACK CLUSTER'CT 3-TRACK GLUSTER'CS" '-I'AfCJCHOR LOCATION "+2'ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ANCHOR LOCATION ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL P ANEL PANEL INTERLOCK INTERLOGK— CE 4- CENTERLINE 4° CENTERLINE 4- CENTOILINE7 NTERLINE CENTERLINE --L- Ex-FIERICR �122' EXTERIOR 1--3.22" EXTERIOR EXTERIOR EXTERIOR_ 4- CK INTERMEDIATE 4- RMEDLM 4-TRACK 10, �-TRACK CLUSTER ID 4-TRACK CLUSTER -.1TRA1 ANCHOR LOCATION TRACKINANCHOR TE LOCATIONS*+2" ANCHOR LOCATIONSINTERMEOLATE 4T 'C3*ANCHORLOCA'nONS LOCATION NOTES: FIGURESPOTTAIN TO THE POLLOAM3 HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. OTES: --INTERMEMATEAMCHORLOCATIM, 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK TRACK- TO-TRACK IS 2.3,9K DISTANCE 5 E W2.375* 2)TRACK-TO-TRACK FOR ALLHEADS: DISTANCE IS 2.375" t2.3751, FOR ALL HEADS: PRODUCT REVISED HeacifsIll C3(+i) as C.nipfzln�with tho Florida LY f',il Building 0 0 ......... FIGURES PER IAIN TO THE FOLLCM3 HEM JaMb 1 6 1 NOA-No. 17-0420.06 N, CLUS'(FAIANCHORLOCATIONS: P-hook 1 7 1 aw1ratlen 04fir0 412021 No.58705 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 13Y Min rml-lln�"roduct Control ANCHOR LOCATIONS B IjapI J ROSOWISKI S ATE Oft 4-f;41j 1�nT COPYMC49020 7 PGTINDUSTRIts,mc. NO CHANGES THIS SHEET. Ika-"104105117 17 Jtmb 01 LC3)�l ALL FUGHTS 179SERVED 5 1070 TECHNOLOGY DR k P-hook I N.VENICE,FL 34275 ( 41)-480-10 NN M ILLER P.E. CER9T.OF ALIT"60 sGo-!i570fiFNTs 120F21 MD-5570.0 �T� A A.LYP.E P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGIhiESPERTAWTOTHEFOLLCVVNGJAMaANCHORLCCAT0N5: 2.375" — C+ 4.75" 7.125' Al6" fiv MAX. 21.6" 21.6" 21.6' Head/SRI C341 MAX. MAX. MAX. Jemb 5 O.C. EXTERIOR .C. EXTERIOR O.C. EXi�_RiOR P-hook 1 7 OPT..ANCHOR CJ [� TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. 1 — FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6' g" 6" MAX MAX MAX. (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED 1'0 MEE f MIN.EDGE DISTANCE CONSTRAINTS.IN CASE OF AN ODD I 2 TRACK FRAME 3-TRACK FRAME 4-TRACK FRAME NUMBER OF ANCHORS,THE MAJORITY MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR. j i 12" MAX-- JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES U 1 PER END @ 1°X.500" -,—PER END @ 1"X.50W PER END @ 1°X 50d" f SILL ` SILL EXTERI SILL OR - (3 EXTERIOR i EXTERIOR (3)TRACK WEEP HOLES C�? 6"MAX. EVERY 24"@ 1.125"X.190"; (6)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190"; /� — EVERY 24"@ 1.125'X.190";(10)TRACK WEEP HOLES ` TO AID IN 24"@ 1.375°X.500° (1)WEEP NOTCH EVERY ALIGNMENT 24"@ 1.375"X.600" (1)WEEP NOTCH EVERY 24"@ 1.375"X.600" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED �J'jt It 7 I<<, OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Florida ` Y LY/V i Building CodeN• N2/� '. FIGURES FERTAN TO THE FOLLOW'IP'G POCIa:TJAi/9 NOA-No. 17-0420-06 ��;•'•UGENSF-•.�� i xooa AxcxoR LocATious Expiration Date 04/14/2021 P'' No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 By dllami-Da Product Control —-O - ' o ANCHOR LOCATIONS C 1a J ROSOWSKI ;O�.• ST iE OF lV�� - COF'rRiGHT®zon vGrrousrRies,ric. a NO CHANGES THIS SHEET. a 04/06/17 ��isS H.00USlll C3+1 ALL RIGHTSRESF7YVE0 tt �/'QVAL4jri�a,� Jamb iamb 5 1070 TECHNOLOGY DR 7 N.VENICE,FL 34275 (941}480-1600 SGD-5570 NTS 13OF21 MD-5570.0 4 A ALYRE4611ER,PE. CERT.CF AUTH.M0208 P.EJF 8706 - 7 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90'CORNER CLUSTER ANCHORS LAYOUT: FIGURESPERTANTOTHE FOLLO WING 00•CORNER SR- ANCHOR LCCAIIONS. 90" TT 4" 4„ 4" 4„ 1 0 4„ 4" 4, 4,. oA 0 Heed/S11 1 3.22° EXTERIOR 3.22"EXTERIOR o P-h00K Jamb 7 5 ! 2-TRACK 90'CORNER 2-TRACK 90'CORNER 'C4'ANCHORLOCATIONS 'w ANCHOR LOCATIONS 2-TRACI<80'CORNER EXTERIOR 2-TRACK 00'CORNER EXTERIOR (USE WHERE'CT IS SPECIFIED) USE WHERE'C5'IS SPECIFIED) 'C4'ANCHOR LOCATIONS J TV A=HOR LOCATIONS II I (USE WHERE-CT IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) V o 4" 4 PRODUCT REVISED 4" s complying With the Florida 4" as Code / NOIt-No. 17-0420.06 Expiration Date 04114/2021 4" 4' 4„ 4, BY��Miami-D Product Control EXTERIOR 3.22" EXTERIOR 322" 322' 3-TRACK Sir CORNER 3•TRACK90°CORNER ��(( }TRACK 90'CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR 'C4°ANCHOR LOCATIONS 'C0'ANCHORLOCATIONS V 'C4'ANCHOR LOCATIONS 'CV ANCHOR LOCATIONS �L (USE WHERE'CT IS SPECIFIED) •(USE WHERE'CS'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE'CS IS SPECIFIED) Ly v 4" 4" 4" 4" N CENsN �C',��: 4" No.58705 =_ 4" 4" J7JO'• fIb I� �� �'•. S TE F %•(U�� 3.22" 4" 3.22° 4TRACK 90'CORNER EXTERIOOR 4TRACK 90°CORNER EXTERIOR EXTERIOR EXTERIOR ,TA!l1i 11111111 "C4'ANCHOR LOCATIONS •� °Co ANCHOR LOCATIONS — 4 TRACK 90'CURt•Jtlt 1-1_ 4•TRAC7C 80'CORNEft IONS (USE WHERE-CS'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) EWHE E"CX ISC SPECIFTIONtIED) v` E WHERE CHOR LOCA SPECIFIED) (USE WHEfCE'C3'IS SPECIFIED) (USE WHERE"C5"19 SPECIFIED) A.LYNN MILLER PM P.Ee 68700 NOTES: FK#1RES PE4IFI TOANCHORTHE FOLLOWING N WCORNER 1)ALL DIMENSIONS SHOWN ARE BASE D ON MINIMUM ALLOWED. - 1,3 VINYL SLIDING GLASS DOOR NOA(LM) n 10105/15 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D L A- J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. O F1eadlsii C3 1 Jamb a 3)TRACK-TO-TRACK Coll....11 1.11....INC. q NO CHANGES THIS SHEET. ��04/05/17. P-hook 7 DISTANCE IS 2.376' t2.375" 2.375" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS i 140F21 � MD-5570.0 A CERT.OF A17R4 Cl92aS HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOLD 13=-CCCRTNER aL ANCHOR LUCKI IOM: 135° 4" 4° /� 4" 4° 1-19ad)Sill C3 1 F�pR EXTERIOR Jamb 5 3.2z, EXTERIOR 4" EXTERIOR Pilook 7 �7 4" 2-TRACK13VOORNM 2-TRACK136°CORNER 2-TRACK I3S°CORNER V 2-TRACKM-C'nRNER "C4'ANCHOR LOCATIONS "CO"ANCHOR LOCATIONS °CA°ANCHOR LOCATIONS °C6"ANCHOR LOCATIONS (USE WHERE-CT IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE-CT IS SPECIFIED) Nox 4" >Xx 4'• ggLRIOR 4" 0 ° PRODUCT REVISED 4„ 4" as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/1 412 0 21 PD�CTERIOREXTERIOR D(TJERIOR By -� 3.22", 3.22" \% iVDami-Dad duct Control 3-TRACK 135°CORNER 3-TRACK 135'CORNER 3-TRACK 135"CORNER 3-TRACK 135-CORNER "C4"ANCHOR LOCATIONS 'O6"ANCHOR LOCATIONS 'C4'ANCHOR LOCAI IONS 'C6-ANCHOR LOCATIONS (USE WHERE-CT IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) (USE WHERE"C3°IS SPECIFIED) (USE WHERE°C5°IS SPECIFIED) 4" 4 !&4- 4" ``� Y LYNO.58705 EXTERIOR EXTERIOR EXTERIOR I '�T 7E �r'Ty n 3.22" '�trs •..<pRID_n•.•••��`� 4-TR/1CK 135'CORNER v 4-TRACK 135'CORNER v 4-TRACK 135'CORNER 4-TRACK 135*CORNERi�Y� .Cr ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS "Cd"ANCHOR LCCATIONS °C6°ANCHOR LOCATONS 111jINAL l�`�.�` (USE WHERE"C3°IS SPECIFIED) (USE WHERE"C5'IS SPF(:IRFD) (USE WHERE"C3"IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: I P.E#56705 FIGURES PERTAIN TO THE FOLLOWWU 13V CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LacAnoNs: VINYL SLIDING GLASS DOOR NOA(LM) S 10/05/15 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE j SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E J ROSOWSKI I VI 51 3)TRACK-TO-TRACK CUPYRIGHT..11 rcnNDUSTRIFS,NC. d NO CHANGES THIS SHEET, aM 04/05/17 P-hook 0223175-7 DISTANCE IS 2.375° 2.375° ALL RIGHTS RESERVEDFOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR u N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 15 OF 21 0� MD-5570.0 rc A I ._ CERT.OFAUTH.1R929° FIGURES PERTAIN TO THEFOUOWNG HEAD SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: PUCED SILL ANCHOR LOCATIONS: SPLICE� SPLICE SPLICE— LOCATION 4- LOCATION 4"N. LOCATION 4" LOCATION EXTERIOR 3.22" EXI'E DR &2Z' EXTERIOR ad (C3)Fl 'Sb�2-TRACK SPLICE 2-TRACK SPLICE Jmb 5 2-TRACK SPLICE .15 2."'CK SPLICE • 'C4ANCHOR LOCATIONS 1�5 -Cr ANCHOR LOCATIONS P-nOOK 7 'C4'ANCI IOR LOCATIONS ANCHOR LOCATIONS -19 SPECIFIED) SE WHERETT IS SPECIFIED) (USE WHERE'CS'IS SPrOM-D) (USE WHERE'C3 (USE WHERE'C6-IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE 4" 4" LOCAM.7 r- LOCATIONLOCATION LOCATION PRODUCT REVISED e comvc1p-Nh the Florida EXTERIOR 4- EXTERIOR 3.22" EXTERIOR -_w S 291, EXTERI0ftR 4� 3-TRACK SPLICE 3-TRACKSPI.ICE S-TRACK SPLICE 13.ilding 15 - a '04' -TMCK SPLICE NOA-No. 17-0420.06 'C'r.MCI IOR LOCATIONS W ANCHOR LOCATIONS ANCHORLOCAnONS 'Cr�Cr ANCHOR LOCATIONS (USE WHERE-CT IS SPECIFIED) (USE WHERE-W 16 SPCC[rrD) (USE WHERE'CW IS SPECIFIED) (USE WHERE'05-IS SPECIFIED) Pxpimtlori Dot.04/14/2021 By — wtarru-!!pe Proauti,Gantral SPLICE 4.75' SPLICE SPLICE SPLICE LOCATION? LOCATTO LOCATION LOCATION4n o ] EXTERIO:t 4" EXTERIOR EXTERIOR 3..'fq EXMRICIR 3,22" Y LYN,� 4-TRACKSPLICE 4-TRACK SFLJCE 4-TRACKSPLICE 4-TRACK SPLICE 'Cir ANCHOR LD TIONS ANCHOR •LOCATIONS ANCHOR LOCATIONS ."�J�IEA(S`� YK (USE WHERE'C3'19 SPECIFIED) (WE WHERE-CV IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS IS SPECIFIED) No.5870,J OF NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGURES PERTXNTDTHEFOLLOVM SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HMANCIMLOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. -- -P.E-#58705 3)TRACK-TO-TRACK . i 4 VINYL SLIDING GLASS DOOR NCA(LM) 10/05/16 DISTANCE IS 2.376' j @243751, 1 W2.3iT FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F 114-1 J ROSOWSKI INC, xl;NO CHANGES THIS SHEET, J�AJ04/05117 I Head/Sill I UC*;i 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED ALL RICHi3 RESERVED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JUMSDICTION. 1070 TECHNOLOGY DR N,VENICE,FL 34276 P-hook1 7 (941)-480-1600 CERT.OFAUTH I IIISGD-5570111 NTS 111 16 OF 21 IR11 MD-5570.0 9 A PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE90' IMSID15 0° OUTSIDE136- INSIDE135 C I DOUBLE ASTRAGALGAl TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL • ASTRAGAL NTERLOCK �nn MILL INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN '�I EXTERIOR GLAZED m LOCKSTLE �y,/y,�.�.� DOUBLE OLrrr SINGLE ] •'•Qp� ® �/ t�� /T�1/q�� INTERLOCK TERLO E F P" K �L L • C Ted • +V / V V J LOCKSTILE s___n, ASTRAGAL INTERLOCK ��qe pI./. ® ® map /,a�� yA,/py� SINGLELO 6J f / H / t C C SC..---SA SV SW d �/>r-+ 1 SNTERLOCK INTERLOCK INGLE DOUBLE INTERLOCK W FIXED TRCSTILE RR � X � FVFD FVF / LOCK5TILE oorq le 10 W W,HA HANDLE PY }t r1 e U ASTRAOAL �yi.,,nn,vCl LOCKSTILE --I wl HArroLE (� !Vt CY OUSLE SINGLE � ieoXourV le�M ASTRAGAL LR T {✓� INTERLOCK INTERLOCK BOX OUT (awom ffl Xcun0 ASTRAGAL A I I •'•� BOX IN �\( i/ J OUT.90 ASTRAGAL CT CS CF Uj Z RECEIVER d IN.so, AT AS ®F ASTRAGAL RECEIVER l OLTT.135• V �� �� PRODUCT REVISED ASTRAGAL as complying with tho Florida REC[N r CR g Cada NOA-N NOA-No- 77.0420.06 ATRAGAL WT WS WF Expiration Dato04/7M2021 RECEIVER � > BY htiam- a Product Control LEFT RIGHT PANEL '� PANEL STILE STILE PANEL TYPE°F"SHOWN. PANEL NOTES: `�,`��NYILYNN2li 1)SEE DWANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. t,•''OCENSA '•. 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE ti VINYL SLIDING GLASS DOOR NOA(LM) I D105l15 =y}: No,5s705 NOT AVAILABLE. PANEL TYPES J ROSOWSKI = o" �a E�i► �_ 3)MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60". ® �O STATE OF COPYRIcur@7D17 PGTINUU511ti[s,INC. NO CHANGES THIS SHEET. 04/05/17 %'n�,''• 'O<ORiDP•.•'••\\�� 4 PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALL RIGHTSRESERYED ., S, ' G` �a '�i�Szol ENS,` TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070TECHNOLOOYDR N.VENICE FL 34276 (941� BO $ D-5570.0A A.�LP MILLER. n68L L i iI TF� E AUTH. s2W SGD-5570yNTS 17OF21 e705` oF 5.875 ►1 640 291 .061 I 10.635 17w- 126 -i{ r+-,550 -►1 .762 0 p °f O O .100 Q 500 .930 "v 1.812 d - p o�1.681 Ir►� .082 .3011 1.928 )-�- 100 ��® A FRAME SCREW 0 INTERLOCK CAP, 10 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) O ANCHOR PLATE Q TRACK INSERT Q EXTENDED POCKET 5.178 }► 1.000 252 231 060 -'1 2.0� 10. 0 ��-- 8.250 ►j-r 8.250 ►I 1.435 062 1.813 080 OO O� T 0 0.100 O py .949H 1.963 1.813p u II 1.681 -� - •062 T 060 100 d Q SILL TRACK ��1G-J�i ® 11 SUPPORT COVER SILL 13 COVER 17 P-HOOK ADAPTOR O8 P-HOOK U 3 TRACK HEAD/JAMB ®3 TRACK SILL --.094 r 12b 540 291 .061 I '�9 �� -. -10.625 F5.875 ►j �LJ 540 1 �3.000 = 1 .075 LLL -T 626 Ok-CI 500 7� I 2.607 ^I� 1.406 1.813 O.10D �07 681 I .062 �-b I .062 .329 ❑.100 ❑ Lrtal� 19 KEEPER C0�KEEPER C?�BAR REINFORCEMENT BAIRNFORCEMENT FIXED PANEL CLIP ®4 pLEIATEORCEtv1ENT O5 4 TRACK HEAD/JAMB (2)2 TRACK SILL 2.51) a I-••-2.838�I -a2.833 1.670 r+ 1.625 I+- 1.595 r- -►{ 1.595 r_+- 309 .. �-.-2.696 .080 2,073 I 3.463 r-.125 ' - 099 .070 .075 4.635 4.279 .100 2.368 2.768 .400 2.768 2.210 .090 2.116 r Lf .300 I 2.025 312 __ ❑ 34 INTERIOR JAMB COVER �-.188 El T �u PRODUCT REVISED .110 �- -►1 .182 .120 Ie-.182 2.710 1.875 120 2.291 .100 V B com IyIng avlih the Florida TOP BOTTOM TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK rr`` PANEL STILE,TOP Building Codo ®AND STILE © AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER @ AS ADD ON 33 AND BOTTOM RAIL Nti�NOi 17-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Uat 04/14/2021 REINFORCEMENT -3.326 3.452 r+-3.345 NOTES: Imam!D o Product Control 4-22 919 1)SEE SHEET4 FOR .125 3.209 .060 3.713 .090 fSILL RISERS. .125 - 3.34575 .046 1.500 3.247 '060 2)SEE SHEET 20 .0 719 1 -II iJ IY .065 919 FOR SCREEN PARTS. _ .300 1.170 7-d 135°CORNER 135"CORNER 135`CORNER 135'CORNER �90°CORNER 90'CORNER 90'CORNER 3)ALL DIMENSIONS ®ASTRAGAL ©PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, t ASTRAGAL 40 ASTRAGAL CAP, 4i ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR a��ONV LYNA/,��` -►�.812 1 012 .210 252 ►�1.261 173 = �' No.58705 (`�'` .065 r -►{1�l VINYL SLIDING GLASS DOOR NOA(LM) 10/05l15 �r 1.261 .062 1.261 1.261 1.261 -III - -7 c EXTRUSIONS--- m' J ROSOWSKI �O'. dTE�0 (80�711W 81 7/16' 82 1-1/15" 83 1-111� g4�13/16� COPYRIGxro 20ir PGr INDUSTRIES,INC. NO CHANGES THIS SHEET. &�& 04J05/17 �i�� '•.F<ORr1D?.•'G\?� SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD 1070ALL R13HTS RESERVED TECHNOLOGY DRY ���sS��NA 1\ tJa�a N.VENICE,FL 34275 (941);480-16C0 A.LYNN MILLER,P.E. ceRr.CP AUM.m9298 SGD-5570, NTS 18 OF 21 $ MD-5570.0 �$ A P.E.i!69705 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO AEAD ( INTO FRAME JAMB JAMB TO HEAD (4)CLIP ANCHOR CLIP INTO ATTACHMENT &SUBSTRATE, ASSEMBLY PANEL INSTALL ONE BLOCK AADER TYPE AS USED STILE ° USING 4 OCK IN INSTALLATION, INSTALLATION EACH INTERLOCK. TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTAL (3)#10 X ° TABLE 1 ONE BLOCK THAT 1 1.5"SMS /mil SPANS BOTH PANELS \ s0 T SMS . I � FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE (2)1/4' za PANEL MIDSPAN OF EACH FIXED _ /� 96 X 2-1/4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. i 48 X 1"00 1 \ SMS (4)#10 ` 2J BAR COVER X 2"SMS l 22- REINF.BAR 9/ #8 X 1-1/4"SMS \ KEEPER D �I o ( � ♦ l I ---( l (4)1KRU KEEPER(a_)MAX • \, \\\ 8.6"O.C.,SEE SHEET 1fl JAMB TO KEEPER TO JAMB �I' SILL ASSEMBLY ATTACHMENT b o�B II �� �/ \ �\ �\\ ( l LOCKING JAM PRODUCT REVISED REINFORCEMENT PLATE ❑0 e idingiCodaththeFiorida NOA-No. 17-0420.06 ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK KEEPER y0 @ 34-1/2°MAX O.C. OXXX SHOWN Q Expiration Date04114/2021 P B / Y / roduct Control ; / o � (4)#10 XI ea I �- 2'SMS { INTERLOCK �� INTERIOR i 60 CLIP COVER \� I INTERLOCK NOTES EXTERIOR 1)DETAILS APPLY 1-02,3 AND 4 TRACK CONFIGURATIONS. 1 za REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. BOTTOM RAIL °` 94#10 X. 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. Y.LYNiy V(cErvs SUPPORT tt 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM 98,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)010 X 1"SMS :iy; No.58705 THROUGH SUPPORT, sz 1 Al VINYL SLIDING GLASS DOOR NOA(LM) 1D/05/15 _ * _ ` INTO PANELA /� #lox PANEL a ACCESSORIES INSTALLATION �� JROSOWSKI � raffy •-'[rz 931-112"Slvls ASSEMBLY ® :�,�'•. Fr E F •.=4�� INTERLOCK SILL RETAINER IGHI92017 wOusTwEs,IRc. CORRECTED#96 a� 04I05117 W C� LORyD?,.•' CLIP ATTACHMENT ALL PANEL CORNERS' GOPYR AURICKTs t6seRVEfl % S' ` I WELDED,NO ASSEMBLY 1070TECHNOLOGYDR 0 E %% ` INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 a eo i Nfill ALij1�� (941)-480-1600 SGD-5570 NTS 8 19 OF 21 11011MD-5570.0 g> A A LYNN MILLER,P.E, CERT.OF AUTII.M290 Z9 m "• P.E.p 5a705 9 • i BOX STANDARD SCREEN DETAILS: —" -SCREEN DETAILS: - ❑o o°Ro° 6 ❑o /� (� 126 106 f i IOR� 6 121 133 113 132 129 10, 119 03 11 111 108 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE `I 1 3y 131 33 102 111 \ 121 108 a L�Q - - _ 1 9 8 111 ❑ C7 v ❑a � ❑ �a R(� 122 + °�� OAQ 116 ' 1 ° �° HORIZONTAL SECTION EXAMPLE 116 100 112 120 104 HORIZONTAL SECTION 1n i 1081 �^-1.081 102 EXAMPLE q 7 1.2021.778 �LC93' 875 1.020 1 r- 0 —•050 .045 tw FRAMEN 1z1 SIDE AIL, &ASTAEN GALO 1.1J1,9193 7.874 RAIL LATCH ADAPTER L L �-.062 —►1�—.062 .082 PRODUCT REVISED 100 BOX SCREEN 101 BOX SCREEN t0z BOX SCREE_N as complying with the Florida 1 435 building Code TOP RAIL- BOTTOM RAIL SIDE AIL 61 — •72$ NOA-No. 17-0420.06 782 FxpiraHon.Dato 0 411 4/2 0 21 .040 113 114 1.020-�-I_,a'�— 1. —693 11.373',— '2 1� � — By ... U6Z Miuml-Da roductContmi SCREEN VINYL FAME SILL 101 1 872 �— 063 ASTRAGAL 124 SCREEN 5 1 8 ° 2 ° � 123.05 2 v R@ ADAPTER ADD-ON 124 107 O •372 1 103BOX 1�BOX BOX SCREEN \ OSCREEN OSCREEN JOXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION ��� NY LYIVIV"It, EXAMPLE EXAMPLE NOTES: `�� �........... /Lj 1.306 —►{1:467 1)ALL DIMENSIONS IN INCHES. �ICENSF-:l�� 1.343 1 487 1— 1 0 � 1.510— p VINYL SLIDING GLASS DOOR NOA(LM) a 10/05/15 =* �NO'�705 L_U 0 SCREEN DETAILS £ J ROSOWSKIi• r'` VROrV BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® %O,� S 106 ASTRAGAL 107 SILL ADD-ON fae AND JAMB ADD-ON COPYInORrma01T P°r ix9usnves,ixa �1 NO CHANGES THIS SHEET. 04/05/17 '��S•••XZORIDA,.•'•�','' ADAPTER 1070TECHNOLOGYDR a �,�S�ONAL-1ENG`� N.VENICE,FL 34275 (941)-480-1600 SGD-5570 h NTSill 20 OF 21 I MD-5570.0 � A 0.INN MILLER,PE CERT.0FAUTR.923290 P.EC6A7n6J. TABLE D:BOX SO RE .. TABLEC: Description MateTiai If Pan# Description Material # Part Description Moterlal # Pari# 10D 12256 Box Screen To fail 606376A1 Rigid PVC 42 J9035 Sill Riser-(2-1t2') 3���' 1 19601 2-Track Head/Jamb 1g022p Slit Riser•(31/2"� 6063T8 Akan. 101 12257 Box Screen Bottom Red 6063 T5 Al 2 l0002 2-Track Silt Rgid PVC 43 Ri id PVC 44 19023A Sill Riser-(4.1115') 60^a3T6 Atrmi. 102 12258 Box Screen Side Rail 6083 3 10025 3•Track Head/Jamb RkJ}d PVG 45 1902AA Sill Riser-(A 5J8') 6063T8 Alum. 103 64428 Box Screen trrterlock 606376 AI 4 19026 3--hack Sill 104 17347A Box Screen Snepcn Bug Flop 6063161U 5 19427 4T1aek HeadlJatnb Rigid PVC 50 71fi609W 187"x.320 Fineeal(Stile) --- 105 64345 Box Screen OXOAshaga!Adapter 806316A1 6 19028 4-Track Sill Rigid PVC 51 71695K Dust l 1`x 314"rm Seal Dust Plug 108 17349 Box Screen Astragal Adapter 6063 T6 AI 7 19009 Frame Screw Cotter Rigid PVC 52 71696 Dust Plug PVC I(7 19039--Box Screen Frame Slit Add-cn 606318 At 8 19031 Anchor Plate 6063-76Alum. 60 419041 Interlock Clip Cover 108 19033 Box Screen HeadUamh Add-on GuErs MAI 9 19007 hack Insert 6063-T6Alum. 61 781WX Tandem RollerAssemtiy Nylon 109 720XSX #14-20 x 1"MS @Top Rall S3 10 i9084 Interlock Gap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembry 110 720X112X #1420 x 1-112 MS @Bottom Rat SS 11 19036 Bottom Rail Support 6083-TB Alum. 53 78XPSFPTX #8 x 314"Ph.PH SMS @Roller&Reinf, Nylon 111 71793G W27 �Rqnfi"x.lW'-Fn Seal12 19006A Outer S8I Cover 6tS63-78 Alum- Gt 419042 FsemaHeaderBuck PVG 112 61$GSK 87`x,603,@Bug Flap13 19011 Sil!Track Gowr Rgid PVC65 48052 Roller Adj.Hole Plug PVG 113 7SRAZ Roller Nylon17 19032 P-Hcok Adapter 6063TS Alum. 6844385 4 Note Bumper Stop 114 7S r SSSS18 19020 P Hoak 606m. 67 76X114FPTX #6 x 1-1f4"Ph.FH SMS @Bumper Stop PVC 115 tortes ocking Hasd rare Stec)19 J9047M Extandr.d Keeper6063-TGAlum. 68 71696G slit Plug 118 419053 eeper Steel20 19029M Keeper 6063-TS Alum- 59 78185X Gendrd Mortise Lock wilong Trim Plate Sx 117 76XIPPA llss h.PH SMS Steelalg d pVC 70 71032)0FPFX 10412 x 1"Ph-PH MS @ Lock 118 169213f4 pline-.150"&.165" Vinyl 21 19014- ReinA--ent Bar Cover CastZlnc Fibe lass 22 19030 Reinforcement Bar Ann. Alum. 71 vadas Handle Kit Ny— 11B 181SC20 Some Qoih 9 23 19037M Fixed Panel CAP 6D63 T8 Atcan. 72 19D54 Interlock Retainer C)ip 2!t 19035M Reinforcement Plato 6083-T AAlum. 75 Kommeding 4So TPA Spacer System TABLE E:STANDARD SCREEN See Sheet # M4853K Description Material Quallex Super Spacer nXi'wlth Hot Matt Butyl 10 for -- 26 19017M Top Rail,BoBarn Rail and LocketHe 6005 TS Aitan. 76 Quanex Dureseal Materials 1203ureen P1ama Rail G063 T5 At 26 190A6 Reinforcement Composite 77 Cardinal)0-Edge Spacer 121Screen Frame-Side Rail(Latch) 6663 T5 Al 27 19018M Intodock.300 Reinbrcement,Bid. 6005-Tfi Alum. 76 D � gg6 or GE-770D Backbadding Silicone 28 i9D13M Interlock.400 Reinforcement,ND 6DD5 TS Atom. 79 9 122Screen OXO Astragal Adapter 6063 T6 At Epp$T5 AkaT, 60 19090 T/16"Square Bead Rigid PVC 123Soraen Vinyl Astragal A19019M Astragal Reinforcement 7I16"Beveled Bead Rigid PVG124Frame Sill Screen Add-an 6063 30 19083 Extended Pocket Interlock Adaptor 6063-TB Ntan• $1 Rigid PVC 12B GFP05K Bug Flap,8S+/-5 duro, Vinyl 31 19006 Interock Adaptor Rigid PVC 82 1SD44 1-1/16"Sawed Bead Rigid PVC 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1i16"Ogee Bead 126 78X 112PSAT5 x 1-1/2°Ph.PH SMS(Assembly) SS #8 190i6 i�i16 Ogee Bead Rigid PVC 12T 712027 Comer Key Wheel Assembly(Standard) Nylon 33 19004 Panel Stile,Top!BOttom Rail Rigid PVC 128 7120275S Comer Key Wheel Assembry(tIDI SS 34 19D40 interior Easr81 Cottei eo63-T6 Alum. 65 7i725K Setting Block 112"x 4"x IIIV,86+1-6 duro. Neoprene 35 19076 135°Corner Astragal Ss fi063 T8 Alum. 8B 71728K Settin Block l"x 4"x 1716,85+1-S duet. Neoprene 129 Vedas Screen Locking Hardware Steel SS 38 J9077 135°Comer Astragal PassW Mount 606346 Arlan. 9D 781PSTX #8 x V Ph.PH SMS @ Frame Assembly SS 131 78X12 PSMSX #8PPSDAX x 1 2"iPhhPHSMS @ DoorAst�t• SS 37 _. 19079 136°Comer Astragal COp-Fa t. algid PVC 91 7SX114PHPT41OX #a x 1414"Ph.PH SMS @ Reinf Bar Vinyl 38 1908o 135°CwnerAstmgal Cap-Int, Rlg1d PVC 92 710X1PHPT188)C #10x 1"Ph PH SMS @ Rai Support S S5 S 133 188111C20 screen Clotho 1 Fiberglas 39 19078 90'Comer Astragal 6003i8Alum, 93 710X116PPX 410 x 1-1/2"Ph.PH SMS a@ Fxd.Pni.CIIP 40 Corner Astragal Cap Rigid PVC 94 710X2.6PHPT18-SX #10 x 2-112"Ph.PH SMS a Reinf Plate/A 19081 0-0- ct SS -Ext. 41 J9082 90'Corner Astragal Cap-Int Rg d PVC 95 71420)2.26FPFX #12x 2'1/A"Ph.PH SMS @ f{dr.Block SS PRODUCT REVISED 11 s i 11 r r r 1! 93 710X1.75PPX #10 x 1-3W Ph.FH SMS @ A9L Mount SS a5 complying with the Florida ` xv QIAY LYN'l 1/' ' 97 71OX34PPX #10 x 3i4"Ph.PH SMS @ Ext,Pkt.int. SS Bending coda ,` ,-....... SS NGA-No. 17-0420.06 93 710)2PPX #'10 x T P L FH SMS @ Keeper Expiration pato�04t14l2021 �.: No.58706 VINYL SLIDING GLASS DOOR NOA(LM) 10105/16 �y .f Mi=d-D a Product control - M ^rPARTS LIST ai J ROSOWSKt a •..n . � COPYRIGHT®2017 P NITGP�DUSTRIES.M. NO CHANGES THIS SHEET. 44/45/17 i, S '"" G" AlL RIGHrs RESERVED \` NOTES: 1070 TECHNOLOGY DR �§ � !!lN 1111 t w%N� 1)ITEMS#14-16,46.4%53-59,73,74&87-89&99 ARE NOT USED AND ARE N.VSEN ICE,,O 1 34275 A tYNN MILLER,P E NOT PART OF THIS APPROVAL, ( ) SGD-557D NTS 21 OF 21 s' MD-5570.0 rc A P.E.irTAz CERT.OF AUTH.1129Z9a M IAM I-DADS MIAMI-DADS COUNTY i 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 an 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`�R-5510-'-P-vC Iior�zontaI Rolling Windovw�L.M4 APPROVAL DOCUMENT: Drawing No.1V0-HR5510-01 titled"Horizontal Roller-LM",sheets l through 18 of 18,dated 05/15/15,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:Large and Small Missile Impact Resistant 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#16-0714.17 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. . The submitted documentation was reviewed by Jorge M.Plasencia,P.E. L�t.OA Wo:1 0140 17 8 ML4MhDADE COUNTY Expiration Date: September 24,2020 { S 1+ l Approval Date: August 31,2017 Page 1 PGT Industries,Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 11 Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of IS, dated 05115115, 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. 1 6-0714.17) 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.15-0903.10) 3. 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 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalrnis Ortega, P.E. (Submitted under NOA No.15-0903.10) Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 4. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalrnis Ortega,P.E. (Submitted under NOA No.15-09 03.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and,White) Glass Interlayers"dated.06/25/15, expiring on 07/04/18. 3. 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. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Pr? uct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014) and FBC- Oh 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 March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.17) 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.15-0903.10) E. OTHERS 1, Notice of Acceptance No. 16-0714.17,issued to PGT Industries,Inc.for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I.,approved on 09/01/17 and expiring on 09/24/20. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 2-5 ANCHORS,SEE DESIGN PRESSURE RATING I IMPACT RATING CLUSTER DETAILS SHEET 5 12-3/4°MAK.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE W MAX L,� _�B,SEE '1-1/4` LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT �---'— SHEET3 MAX. SEE SHEETS r 9.16 0 SEE 2.6 ANCHORS,BEE CLUSTER r � -- —'SHEET 4 DETAILS SHEETS 75•�`* 18.B4'PNUC O.G. S I 10'MAX —.---t _ 8.MAX' ,I F� MAX O.C. A,SEE _,�B SEE 11 _ I 3HEET3 A I C SEE r 10"MAX SHEET 4 j E SEE •I I C SHEET3i � 19' 76" E EQUALLY MAX.O.C. MAX 72• SPACED I ter' / BUCK 1 / / MILY ANCHORS PER HEIGHT 1 ! BUCK EQUALLY / SPACED TABLES 17-22 / / SPACEDMAX• UCK ('� �I / I HEIGHT ANCHORS PER I ✓ `� B i SEE T / / TABLES 23-27 / - / i HEIGHT SHEETS J 0-16 I 1X D. 0 X I O X I X O X I MA. C. AX SEESILL I SEE SILL I WEEPHOLE� �. I .I WEEPHOLE I BEFORE _r...e i 8"MAX DETAILS, 4"O.C. I I 3•MAX. DETAILS 4'O-C. T MAX 4'O.C.BETWEEN SHEE73 I BI=RM1'EEN —►j f.e— SIiEET4 [!F ETWEES� 'BUC1(WIDTH DW SHE-E 3'TAAX.ROLES SHEET3 WEEPHOLES 75"MAX.BUCK WIDTH 140"MAX.BUCK WDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN CODES/STANDARDS USED: •201T FLORIDA BUILDING CODE(FHC)),6TH EDITON i GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),STH EDITION -ASTM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS CFTHE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(I IVHZ). •ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MVN11-DADS COUNTY,USE ONLY MiAM-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO •AISI SIGO-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE •AISC 36CA0 4)ALL WOOD BUCKS LESS THAN 1-11T THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1-Vf2•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ! AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES...___.._..._-__1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USEANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.._...:......_.. ......_._1 I SHOULD BE SEALED.OVERALL SF,AIJNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND 7HE SCOPE OFTHESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)114"MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS..................._....2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& t A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. - EQUAL LEGBEGRAL.__.._3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. INSTALLATION,INTEGRALFIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1t3%STRESS INCREASE HAS NOT BEEN USED IN & _........'....._..4 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IN'O WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZINGG DETAILS._...... ETAILETAILS._._............._.,5 ' DESIGN PRESSLRES SHALL MEET THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. QUANTITIES ..._._....."...6 1 ANCHOR QUPROFI ES....-.-........971E 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHORffY HAVING JURISDICTION. EXTRUSION PROFILES 8 BOM....17 I 10)REFERENCES:TEST REPORTS FTL-6072,8073 8 8074;ELCO ULTRACON NQA;ELCO CREETEFLEX NOA:ELCO AGGRE-GATOR NOA;FNFRGI WINDOW AND DOOR PROFILES,LTD WHITj E&BRONZE/LIGHTER - ASSEMBLY..........._.........._.___..18 PRODUCT REVISED SHADES OF CAP COATED PVC EXTRUSION NOA5;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFBPA NDS&ALUMINUM DESIGN MANUAL 11)APFLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BURDING OFFICIAL as co Plyin with the Florida SUltd USER INSTRUCTIONS: NOA-No. 17-0411.0E 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. j 11 I I1 I i --- Revised pate Rsvician: expiration D,pta 09124/2020 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE I)AND `��`�pNY LYIV/v �.,� UP DAlEDT0FBC2017d=.D -- REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING '�. VW..... �r� JR 03/27/17 NOTE TO ANCHOR QTY.' BynII Producton o TABLES 6-16(SHEETS 6.8)IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING Q •,•[f� Rcvfwd W. Diot& Revislm. OBTAINED I �N STEP I.USE INDEX TABLES ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. N0. `A 3)DETERMINETHE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION _=�; CONDITIONS. — :/�/ •=*- %0-01 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16).VERIFY THE ANCHOWSUBSTRATE WILL MEET 1 g •� Z ® p� PR REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIPOVO4TS FROM THIS SHEET =� 3 =�� GENERAL NOTES&ELEVATION SET ARE MET. _ �i(W"'•• •(V 1070 TECHNOLOGY DRIVE lips:5)INSTALL AS PER SHEET 3 FOR FLANGElEQUAL LEG INSTALLATION OR SHEET 4 FOR INT=ORAL FIWJ-CHANNEL INSTALLATION. � ��OVtlpl; C N.VENICE,FL 34275 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. '�� O rN1AL11,, ,` (S41MB-16CQPYTaGW600 aTwnI .INSHORIZONTAL ROLLER-LM*NOTE_DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(.-CHANNEL,FLANGE, NN IGtILLER P.E �'NOO� SZ11S117"IINTEGRAL FIN OR EQUAL LEGBOX),SEE FIGURE B ON SKEET 2. P.EA 58705 CERT.OF AUTH.62929E HR-5510 NTS 1OF 18 MD- TABLE I:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Frame Glass "A Glass Description(Listed from Exterior to Interior) Installation '=ANNEALED Types Options option DelonDelonSheet Type "W=HEAT STRENGTHENED (sec Fig B) (oca Table 1) Conditions LG.6 7/8"Laminated :1/8"A Exterior Cap+7116"Air Space+5/16"Laminated;(2)Lites of 1/8'A Glass with.090"PVB intertayer 'P=TEMPERED e Fla-Laminated LG.:1nr T Exterior Cap+7116'Air Space+5116"laminated;(2)Utes of 1/8"A Glass with-090'PVB Intertayer "PVB"=.09T TROSIFOL0 PVB Through the ....Into 2X Wood Frame/Buck -sheet 4,option 5 8Y KUWAY AMERICA,INC. J•Chaeoneh integral fin...... ....Into Meted-sheet 4,option a 7 718"Laminated I.G.:311G A Exterior Cap+3/8'Air Space+5116"[am(nated;(2)Lites of 118'A Glass with.090'PVB intedaye[ 1-4 (gt) Through the(tame....�2X Waod FramelBudcsthip-chest 4,option 0 8 7/8"Laminated I.G.:3/16°T Exterior Cap+318"Air Space+ill 6"Laminated;(2)Utes of 1/8"A Glass with.090'PVB Interayer SG"_ INT LAY R UY KUp of the wludow...... Into Metal-sheet 4,opton 7 INTERI.IIYER BY KURARAY 10 71V Laminated LG.:1/8"T Exterior Cap+7/tE"Air Space+&IT iaminated;(2)LAOS of 1/8 H Glass with.099'SG Intertayer AMERICA,INC. into 2X Wood Frame/Buckstrip-sheet 3,Option f 11 7/e'Laminated I.G.:3/16'A Exterior Cap+3w,Air Space+5/16"Laminated;(2)Liles of lie'H Glass with.090"SG Intedayer Flange 1-4 Through the frame...We Concrete/CMU-sheet 3,Option 2 12 7/8"Laminated I.G.:3/16-T Exterior Cap+3/8"Air Space 5/16'Laminated;(2)Lites of 1/8"H Glass with.090•SG Imerlayer (rfL) of the window...... ,,.,through 1X8uckstdp into Concrere/CIAU-sheet 3,option 3 GLASS TYPES 5,7,1 t&15 ....Into Metal-sheet 3,Option 4 14 718'Laminated LG.:118"T Exterior Cep+5t16"Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.CAB SG Intedayer MAY NOT BE USED IN THE Thyme the „ hrD 2X Woad FramelBuckstdp-sheet 4,Option 6 15 778'Laminated LG:3t16'A Exterior Cap+114"Air Space+7116"Laminated;(2)Lites of 3116°A Glass with.090"SG Inteeiayer FtVHZ ABOVE W. q_ � Integral dn...... ,,,,Into Metal-sheet 4,option 8 16 718"Laminated LG.:all6'T Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of3116"A Glass With.090"SG intertayer 1-4 into 2XWood FrametBuokstd ahsot 4,o tion 8 Through the frame p P SEE 54EET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHO AGEINOEYL of the window_---.,,,,into Metal-sheet 4,option 7 ....Into 2X Wood Framefsuckstdp-sitexY 3,Option 1 TABLE 2:ALLOWABLE ANCHORS GHTHEFRAME Box/ Through the frame••••Into Ouncrete/CMU-sheet 3.option 2 Substrate Min,Edge Min. "MIN.OF 3 Material Min.Fy Min.Fu Equat-Le9 1-4 of the vAndaw...... Borough 1X Buckstrip into CorwretdCMU-sheet 3,option 3 Group Anchor Distance Embedment THREADS (N4) -"eetA BEYOND THE Steel Screw 92 w 120 ksi ...rota Metal-sheet 3,option 4 #10 SMS P.T. I[An m Pine(SG=0.55)- 7116 t METAL 28$Screw How S5 ksi Steel,A36` 3/B" 0.0w, SUBSTRATE. 410 Screw 90 ksl 110 ksi (Steel,16-8 S.S. Steel Stud,A=Gr.33" w TO451'(18 Ga.) Eko A gm-GatorO 67 ksi 96 ksi A or 410 S.S.) `UNGROUTED Efso UitraCare 155ksi 1T7 ksi FIGURE B:FRAME TYPES Aluminum,6063-T5" 3t8' 0.050" CMU,VALUES P.T.Southern Pine(SG-0,55} 711G' 13/8" MAYBE USED 410 SS Eloo CreteFlaxal 127.4 kafi t89.7 ksi 22 ksi ifi ksi 3116"steel UHTm2ran Concrete(min.2_85 KSi) I 1.3/8" FOR GROUTED -T5 Alumim,m 'y7 CMU A35 Steel 36 ksi 58 ksi Ungrouted CMU,(AS I M C,SO) 2.112" 1-1/4" APPLICATIONS. Gr.33 Stce!Saud 33 ksi 45 ksi 2 4 1 #12 SMS P.T.Southern Pine(SG-0.55) 9/16° 13d8" Steel,A36' 318, 0.050" BOX OR S (steel,18-8 S.S. �n. EQUAL- or 410 S.S.) Sleet Stud,A653 Gr.33" 3/8' 0,0451'(18 Ga.) FLANGE Aluminum,60�iT5" 3/8' 0.063" INSTAt IATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATiONs: LEG l) 1/4"steel URraeOn Concrete(min.2.85 ksi) 1° 13/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES C Ungrouted CMU,(ASTM C-W) 2-1f2" 1-1/4" 2&3,THIS SHEET_FOLLOW EMBED14ENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANYSIDE OF THE 174 steel Crateftex Concrete(min.3.35 ksl) 1' 13/4 WINDOW. 1/4'steel Ultmeon Concrete(min.2.85 ksi) 2412" 1314" 1/4"steel UltraOpn P.T.Southern Pine(SG=0.55) 1" 1318" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET,ALL WOOD BUCKS LESS THAN 1-1l2"THICK ARE TO BE 3 114°6teE(Geteflex Concrete(min.3.35 ksi) 2-i12' 1-34" CONSIDERED 1X INSTALLATIONS,tX WOOD BUCKS ARE OPRONAL IF 1 D 114"StOd G[ete$px Ungmuted CMU,{ASTM C JO} 2112" 1-114" UNIT IS INSTALLED DIRECTLY T4 SUBSTRATE.WOOD BUCKS DEPICTED J•CH_EL INTEGRAL P.T.Southem Pine(SG=0.55) 1' 1318" AS 2X ARE 1-1/2-THICK OR GREATER.IX AND 2XBUCKS(WHEN USED) FIN � 114'steal Aggfefiaatar Concrete min.3.275 ksi t-1/2" 13 8" SHALL BE DESIGNED TO K DESIGN AND INSFERTAL LOADS IS THE c ( J STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE `_...� JII ! 114"steel A re-Gorton P.T.Southam Pine SG=0.55) 1" RESPONSrBtLiTY OF THE ENGINEER ORARCHITF OF RECORD. Grouted CMU,(AS TM C 90} 2 2° 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT PRODUCT REVISED OPENING)IS MEASURED FROM BEAUIVG TO BEADING. as comphying with the Florida TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Bundle,Cade Group Andhar SUbsfrata Min. �EMbe A)SEE SHEET IB FOR OPTIONAL EGRESS LOCK DETAILS. NOA-Nor. 77-041'1.08 Dttna Revised By, Date: R viaan: P.xplraton nate0912412020 E 2-1/2'x.131°Common Nail P.T.Southem Pine(SG=0.55) WIT �V ANY LYAfIV �7i JR 03/27/17 No OflANSESTNis sNEEr. Z1tY icing-shark Roofiirn Nail P.T.Southern Pine(SG-a55) 318" 2 7/t6" `�� ti� By \ �S• 1,10EMS -.{ Revered or. Berm Reviefow Miser-D o Product Contra ) P.T.Southern Pine(SG=0.55) ti2" 13t6 4; .<0- #10 Tmsshead SMS Aluminum,6063•15' 318' 0.050' No.58705 (steel,18-8 S.S. Steel Stud.Gr.33" 3/8" 0.0451'(18 Ga.) *_ o Dascrrptram o1vW" nualBs.s.) Steel, 3f8' o.D50 OLASSfANCHORSIFRAME OPTIONS J ROSOWSKE ! F `MIN,OF3 1,t �hla�: f(Y� I P,T.Southern Pine(SG=0.65) 9116' 1.318" THREADS G"r . ,; N.VEMC'HNOLOGY DRIVE 7ilfa: Dote: S fl12SMS Altmilnum,6063T5' 318 0.063 BEYOND THE �� a k/� N.YHdICE,FL34275 i FS'•.,tORtOP,.•''\C�: (saf}4&atsoD HORIZONTAL ROLLER-LM 05 15 15 (stcel,188S.S. SteeiStUd,Gr.33' - 318 0.050' METAL ��� Sf ��?��� COPYRGWOXII7Ppr�JeMIMNo rx 4f0 S.S.) SUBSTRATE. 7�tr OVAL E �� Au.tuoxtsxssssysn SadmfXodaL Scale: sheet tNaria+g NO. Rev: Steel,A26- 318° 0.050" A!Lyly1 yi01.�a,P.E DEPT.OF A11TH.k20298 HR-5510 NTS 2 OF 18 MD-HR5510-01 B P.FJt58705 . i INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHORTYPE, INSTALLATION •21 OROOR 23 ANCHOREDTHROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTR!P INTO CONCRETEICMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHOREDTHROUGH SEE INSTALLATIONNOTES SHEET'-I (SEESHEETS6-8) SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE D STANCE SEE TABLE 2.SHEET 2. FRAME INTO METAL TYPICAL FOR AI I "XO°OR`OX'SASH I14"MAX SHIM EMBEDMENT FRAME INT02X WOOD FRAME OR BUCKSTRIP. 114"MAX.SHIM 19 16 30 18 - 29 BEE NOTE 2,SHEETZ 13 ❑ ` 28 L-� 20 40 OPERABLEpj(4 EDGE FLANGE -' EMBEDMENT #100R#12STEEL _ SASH L� DISTANCE FRAME r SMS(135).SEE 37-39 SHOWN U TABLE 2,SHEET 2. ! GJ 2 28 �114'MAXSHIM 41 .fi '� ❑ O\ TYP.ANCHOR TYPE, _ FIXED 1J EM@EDMENT AND 13 LITE o NIBBLE a❑ EDGE DISTE,S E PER ❑� �I LIGHT WIDTH SUBSTRATE,SEE 1 TABLE 2,SHEET2 72 1 0 lI a I II 85 87 ' DARE APPROVED MULLION, ?9 FBCCOMFLIANT �❑ I VISIBLE 4_2l EXTERIOR ❑ ,:. ALUMIFIUMISTEEL FRAMING FLANGE ^^^111 LIGHT WIDTH II'--�� •" OR 5T-EL STUD.MAY BE FRAME nn 4 EQUAL VISIBLE VERTICAL OR HOR MAYBEONTAL SHOWN 72 24 ORO0 26 1a V LEG ,,(1)AT MID-SPAN OF INTERLOCK LIGHT FIXED SEE SUBS I MAI E PROPERTIES, ( )TYPICAL FOR ALL FRAME tyq-•_CORNS"AND AT CH SEE SHEETS 68 `JJ HEIGHT LITE TABLE 2,SHEET 'XO"OR'OX'FIXED MEETING RAIL SHOWN CORNER AND(1)LS CENTER OF BUCA WIDTH SASH STILESRiNLS 29 HORIZONTAL SECTION A A(OX) D� BUCK 28 30 16 19 16 (SEE SHEETS 7-B)TYPICAL HEIGHT EXTERIOR FORALL'XOX'SASH OPERABLE o OPERABLE 40 y0 OPERABLE 43 SASH. SASH VISIBLE SASH � G1i-Ir. = 37-38 � _t�` 21 R 22 R 23 LIGHT EIGH ❑ {I I II ! I I ❑0 (SEE SHEETS 6-B) � lfi it 26 ✓ I ,•• TYPICAL FOR _JL L� �J ❑ ALL SASH 16 I� - _I _ 0 41 FIXED - ]o I JI(� 1 VISIBLE IIF uTE "'---"'���"1111 VISIBLE 45 47 .I II I ucHT WIDTH = f- LIGHT WIDTH 43 --= 29 FLANGE (—J(—f ... 81 FRAME 87 85 WEB OPT. -� P9 15 SHOWN _-�_ �JL- NOTCHES 80 _ 42 �— 3f4"X 1A4' VISIBLE EXTERIOR 1.114"X 114' 34 25 OR 26 LIGHT WIDTH 72 n 14 4 2 (SEE SHEETS 6.8)TYPICAL FOR �7 a ALL-XOX"FIXED MEETING RAIL 33 1l4 MAX BUCK WIDTH " r o SHIM HORIZONTAL SECTION E-EHORIZONTAL SECTION E-E(XOX� EQUAL-LEG eRor�¢da�EVlsEo FRAME as aomplyod`m1h tho Florida EQUAL LEG 1 j 11 'T�.I�ATION AS PER SECTION A-A ABOVE SHOWN NOA-No. 17-0411.08 FRAMESHOWN •. �' - ��` �( i F-f-d Sr. Dote: RaWy?-.- � �QN ' JR 03/27/17 NOCHANGESTHISSFEET. E1[plraUon D BOI24/2020/24/2020 INSTALLATION EMBEDMENT ;1cENSF'!C�� oy OPTION 2 ;� Re.rsed By. Dots Rev6inn Mlam e Product control ANCHORED THROUGH `7�• No.58705 FRAME DIRECTLY INTO ,. :;• --D :�2 •• * ®' Deacrtption: Dram ty i CONCRETEICMU, TYP.ANCHORTYPE• DISTANCE VISIBLE LIGHT FORMULAS D0'•_ 31 1-� _�, FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE EQUAL-LITE XO&O i:N1, �(/�� 1070 TECHNOLOGY DRIVE PER SUBSTRATE, VERTICAL' �� ���-•,F(DgIOp,•:'��t� N.VENICE,FL34275 Titlo Dd..- DISTANCE ' SEE TABLE 2,SHEET 2. SECTION B-B WIDTH:BUCK VIIDTH:12-4-114' .,�5+� •••• G (941)•401F1600 HORIZONTAL ROLLER-LM 05/15/15 ' HEIGHT.BUCK HEIGHT-7-V4' if OlVA16N\�� A f f 1 f i 11 111\\L` copy d GR2t00�M'V= Sedes/Model: Stole: Sheet• TV No. Rer. A LYNN MILLER.P.E. CERT.of AUTT1.rrzerse H R-5510 NTS 3 OF 18 MD-HR5510-01 B REk 5870.5 t INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 '- I NSTALLAMON ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR2OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES Sf EET2 (SEE SHEETS fi$) NOTE 2.SHEET2 ANCHORED THROUGH INTO METAL(IPiTEGRAL TYPICAL FOR ALL EMBEDMENT - INTEGRAL FIN W7'02X EMBEDMENT - FIN7FLANOE REMOVED) "XO"OR"OX'SASH 19 WOOD FRAME OR BUCK- _ 16 2g STRIP.SEE NOTE 2, EDGE --►{ 1W MAX.SHIM 16 28 (1\ SHEET 2. DISTANCE I r 13 30 20 40 OPERABLE EDGE _ SASH DISTANCE J-CHANNEL IF70 OEE 37-� FRAME SHOWN EMS (05)S SEE TABLE 2.SH SHEET2. 26 TYP.ANCHORTYPE, '""T� 1 41 '� ❑ EM13EDMENTAND 1 '-•1/4'MAX SHIM FXED EDGE DISTANCE PER LITE _ SEE TYR ANCHORTYPE, FIN AND/OR o_ _J- VISIBLE , TABLE 2,SHEET ET2 EMBEDMENT AND EDGE FLANGE MAY BE I� - LIGHT WIDTH o TABLE 2,SHEET2 DISTANCE PER SUBSTRATE, REMOVI�ED IN-FlELD �� I (SCREW SHOWN) 72 SEE TABLE 3,SHEET 2 1� ..c I' 85 87 FRFIN AME \ __ 13 DAOE APPROVED MULLION, fl, VISIBLE 42 `` p SHOWN 29 FBC COMPLIANT LIGHT WIDTH EXTERIOR 14 ALUM.NUMISTEEL FRAMING 72 V O- 24 OR 26 OR 26 3 OR STEEL STUD.MAYBE VISIBLE Fpp_p VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, 'XO°OR"OX°FIXED MEETING RAIL INSTALLATION HEIGHT TABLES 283,SHEET 2 -- BUCK WIDTH 22 R 23 OPTION 8 1 HORIZONTAL SECTION GC(OX) / (SEE SHEETS 7-8) ANCHORED THROUGH 29 - - 30 16 - - 19 16 TYPICAL FOR FIN INTO METAL 28 OPERABLE 2p OPERABLE 43 ALL ' OX" (FLANGE MAYBE REMOVED) SASH BUCK EXTERIOR T - 40 HEIGHT T o ASH _ 0 9�H o - �� SM ORt12STEEL //���� VISIBLE �37-39 ^ �SMa(G5).SEE 21 OR(7.2JU 23 LIGHT I OPERABLE a� 11 '� ;i % L lflo \ TABLE2.SHEET2 SEE SI�YEETS 6-8) HEIGHT SASH 28 J 1 TYPICAL FOR - 41 FIXED ALL SASH 16 I FIXED VISIBLE I VISIBLE I o o _ 86 45 47 LIGHT WIDTH fff UGhTWIDTH � I 80 81 -�7 FIN 87 BS it o o o j -\ FRAME J WEEP 29 SHOWN u 00 NOTCHES 29 D 42 EXTERIOR 314°X 1/4"-- 25 OR 26 ,� VISIBLE 72 141A•X114" 3 LIGHT WIDTH 14 L, 1 J-CHANNEL I (SEE SHEETS 6-8)TYPICAL FOR �/ FRAME 16 I ALL"XOX"FIXED MEETING RAIL SHOWN 33 BUCKWIDTH .. ._ 3 yr114•AM HORIZONTAL SECTION C—C(XOX) � PRODUCT REVISED SHIM 25 complying with tho Florida o p - 1 (1)AT MIDSPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE Buildl ig Coda , FIN FRAME 49 (i)3-117 FROM EACH SASH NOA-to. 17-0411.08 CORSHOWN �/SASH ST AND(1)LES'RA AT CENTER OF \ Ny LYNX/ 4� R°vl d W. DOM'� Rft-L-A ' Explmtion Da 8/2412020 SASH STILES/RAILS �,rQ .. ...�i JR 03/27/17 'YP.ANCHOR TYPE, 0 �' `� :'.J sF.,���� NO CHANGES THIS SHEET. BY EMBEDMENT AND •' .50 EDGE DISTANCE PER '— EDGE DISTANCE •:�� Rooked W. DO& Ren'siOn:. Miaml-Da roduet Control SUBSTRATE,SEE SEE \* No.56705 : TABLE 3,SHEET2. -�.-�EMBEDMENT = - .d - ® De tfption: Dimrn By: VISIBLE LIGHT FORMULAS 11: 3I I� ;�; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,X080X) %pc�'• A 144 iOn TECHNOLOGY DRIVE Dtw ANCHORED THROUGH WTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH 12-4-1/4° %FS+ IOP..•'G\�` FL VENICE,FL 34275 RHO' 06 i INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-114' �is�ONAL�N\�\ (�; 161)0 W�,�,Q HORIZONTAL ROLLER—LM 05/15/15 STRIP.SEE NOTE 2.SHEET 2. 1.I f 111100 ALL RrKMp Rip Na Series/NodeF. Smle: StreeC Dnnrfn9 No. Ren A.LY.N MILLER,P.E. P.Eas37os CERT.DFAUTH.1VZszgs R-5510 NTS 4 OF 18 MD-HR551 0-01 B j I i "f SILICONE STRUCTURAL --�I 718'NOM. -.•{ 71A' 7/8'NOM. 7f8'N NOM. -�-{ OM. POLYISOBUTYLENE 1/4'NOM. WITH DESICCANT 7a KODISPACE 5116"A/A PVB 5116"A/A PVB 5/16'NA PVB 5116"A/A PVB EXT,GLASS 4SG TPS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE - � 1/8'A GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 1 INT.GLASS 7&79 7679 l6.79 76.7e HOT-MELT BUM srRUILICON. GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 '1 SILICONE 3/16"NOM. GLASS TYPE 5 FOAM WITH DESICCANT n SUPER -�-{ 7/8'NOM. -�{ 718"NOM Imo-- �{ 7/8'NOM. �{ 71V NOM. �- EXT.GLASS OSPACER®NXT'm I I I I I 5/16°H�-I SG 5/16"H/H SG 5118"HM SG 7/16"A/A SG � -7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16°AIR SPACE t INT.GLASS. 1/8'T GLASS 3/16"A GLASS 3/16"T GLASS 118"T GLASS 4 1 ALUMINUM a EXTERIOR a EXTERIOR EXTERIOR a EXTERIOR j *5,17 EMENT 78-79 78-79 IC 78 76-79 I DESIC GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 r FDURASEALO EXi.GLAS SPACER 112'NOMGLASS �I 71V NOM' j+- Va"NOM. 10-/S SITETYP.SS 72 O 74 7/16"A/A SG 7116'A/A SG EXTERIOR GLASS TYPES 5,7,11&15 ^ 1/4"AIR SPACE 1/4'AI R SPACE MAY NOT BE USED IN THE 28 HVHZABOVE 30'- POLYISO- DESICCANT FILL AREA 3116"A GLASS 3/16"T GLASS I BUT1'LENELVINT.GLASS 5/16"NOM. 28 _ 7529 a EXTERIOR a EXTERIOR y GLASS TYPES 10-12&14-1SEA8 LICONE SEAL 0 MAY NOT BE USED'A�RH ROLL-FORMED J-CHANNEL OR INTEGRAL STAINLESS STEE 76•� 76-70 -- FIN FRAMES XL EDGE" 33 Peooucr REVISED EXT.GLASS78 SPACER -1❑ GLASS TYPE 15 GLASS TYPE 16 0 Ilcamp 9'I"o"'tth ene Fla.+da ! j ! NOA-No. 17-0411.08 +� nn o' °• `��1 ��Y LYA/N 81= f)efo. RNO CYANOE9 THI9511EET. �tfatlOn Date 09I2412020 JR 03/27/17 °' �ac`�' ��cENSF !l� By TYP.GLAZING DETAIL Q,: �`P s Rerfsed Br. Date: Re"b1- mmrrm- Po Pneduct Gontro k No 58705 "A"-ANNEALED = *= Drawn BY 'H'=HEAT STRENGTHENED -� - 17ascrtptwev part!! Dexdp6on EAnmdm 31• �� GLAZING DETAILS J ROSOWSICI 76 Kommedin04SG TPS Spacer System 'PV8°e.t190'TROSIFOL0PVB BYKURARAYAMERICA,INC. �� 0 (V� 1070 TECHNOLOGY DRIVE uetn. See lKs now 77 Quartex Super Spacer NCTwith Hot Melt Butyl "SG'=.090"SENTRYGLASO INTERLAYER BY KURARAY 'i •'• OR1D7;••' \C\: N.VETBCE,FL 34275 78 Quanex Oumseal Spacer Sheet�y AMERIQa INC. ��''rS/ONAL ENG��` �tleom a,76.ous,„res,n,a HORIZONTAL ROLLER WINDOW-LM 05/15/15 i FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I, 'lll 111 an.molnonan7WM ma �1'' ° Ora"'1np No. Rev. I 79 Cardinal M Edge Spacer A LYNIJrT.IiLlER P.E. CERT.OFAtTTH.N29296 HR-5510 NTS 5 OF 18 MD-HR5510-01 B REFERENCE TEST fZ'^PORTS;FTL-6717,8�8&8970 SHEET 2. p.E1t 597c5 ) I j t TABLE 6: Index to All Design Pressure and Anchor Quantity Tables TABLE Q TABLE 7: CaMg Bit Max. Reinf. Design Pfcss:rs AnchorOuantty Widh Heat Type Type lS1A Glass types Design Pressure(QtslfEz) Glass types DesignPressure(Ibs lftt) 5-e forXOorOXlMmdows 5-e forXOorOXWmdows Pr 1 6 6 17 9 2 7 0 18 0 RcirE Loyal R1 All Buek Heights up to 54' Relnt Leal R2 All Buck Helglts Lp to 54' 75' 65.83 a 7 is 10r 6 't 71 8 21 11 All Buck Wldtha +501-50 All BucY Width. +65/-70 OX 72 6-8 4 10 6 20 10 up to 75' up to 76' �, 7E 70-12 4 12 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 14-16 4 1 12 8 =23 5-B 3 9 7 12W &T 8X3X 7&8 4 14 81�„ �, 10-12 4 15 8 18 4 16 8 HEADER HEADER I I �+— 4-MAX.O.C. _ 13 SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH Q 21 FOR WINDOWS WITH p - 21) LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT u 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURESEAPPLY70 ALL HEIGHT IN FIGURES APPLY TO ALL i HEIGHT CLUSTER DETAIL FRAMETYPESB FRAME TYPES& CONFIGURATIONS) Q CONFIGURATIONS) 21 Q 21 D 0 1 4'MAX.O.C. 1 -- --- Q�n1Oe SILL a SILL I/// 4-ANCHOR (� o o I CLUSTER DETAIL SASH WIDTH SASH WIDTH e i MEETING RAIL o o MEETING RAIL 4"MAX.O.C. —►� h•�— ` 24 a 25 21 21 0 —� 21 21 JAMQ ocn:nioa JAMB EXTRIOR Q/// 3-ANCHOR a PRODUCT REVISED CLUSTER DETAIL Buildi y 1Coa,wt�'t10 Florida NOTES: NOA-No. 17-0411.08 '•. 1)USE THESE TABLES FOR ALL WINDOWS t 11 l 1111/ i INSTALLED THROUGH THE FRAME OR y LY NN i�� Reused By. Rota Revlyar: ExpiraEion Date 09/24/2020 &'MAX.O.C. �� J INTEGRAL FIN. ` •........ 21/ ��� JR 03/27/17 CORRECTED TAFiLEB 1 4'MIN.O.C. I 2)FRAME DIMENSIONS ARE BUCK WIDTH AND C1,•' 1•tCENSLc '•4 1 BUCK HEIGHT(SHEETS 3--).SASH SIZE 13 AS Q': •;�� Rorised W. Data ReNsbn: Mia 1-►ta Product Control PER THE FIGURE *: No.58705 ' 3)FOR SIZES NOT SHOWN,ROUND UP TO THE �-_ I NEXT AVAILABLE WIDTH OR HEIGHT D�pU— Drown W.DIMENSION SHOWN ON THE TABLE. ��) tr— DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR 4)-1/4-1/2-1/4-AND-1/3-113AM INDICATE THAT Q S'FAIEO •�� \\ THOSE STANDARD SASH CONFIGURATIONS 7070 TECHNOLOGY DRIVE Title; Date: CLUSTER DETAIL FALL WITHIN THE SASH WIDTH RANGE IN THE �i '• ORIOP•'' �� N.VENICE,FL 34275 mnA E STANDARD'CLI T O r INDICATES /�SSi��NAt 7ENC`�l �R1 wo omvror lioi sr�s u c HORIZONTAL ROLLER-LM 05/15/15 FALL WITHIN THE RANGE. ALLROMSRTSERVED Se++°7/M°�L Sm(c Sheet: DrvrGig Na Rar. A.LYNNMILLER,P.E. CERT OFAUITR ff se6 HR-5510 NTS 6 OF 18 MD-HR5510-01 B P.EA'58705 i TABLE 6: Ga.Types Design Pressure(ibshe) 5-6 for XO Or OX Windows Reim Leval R3 At Butk Heights up to 63' AN Buck +50/-50 HEADER up to75'75' SEE TABLE 19 FOR ANCHORAGE f TABLES: Gl-Types Sash Soh Design Pressure pbsffi for XOX 1� Ronf.Leml CArtguralion �� Windows Range 0} Window Buck"eight SASH R3 48" I 64" 63". HEIGHT 35.1/4' %-%-% 11.391-11.391 +50.0 -%0 +50.0 50.D +50.0 50.0 W. %-Ya% 12.308-12303 +50.0 50.0 +60.0 -60-D +61.0 50.0 - 45.1l8' Ye-%34 11.391-11397 +50A .50.0 +50.0 -50.0 +60-0 SO.O %- -% 13.396-14.683 +50.0 40.0 +50.0 50.0 +50-0 50.D 0� 47-314` Ya-Y.% 11-391-12297 +510 -W.O +50.0 -50.0 +60.0 50.0 15.558 +50.0 .50.0 +50.0 50.0 +5D.0 1 50.0 exrewo8 Custom 11.391-12.018 +50.0 -60.0 +50.0 50.0 +510 50.0 j a SILL 13 52-118' Yr%-Y• 12017-13.397 +53.0 50.0 +50.0 56-0 +50,0 50.0 - %-%•% 13.396-17.016 +50.0 .50.0 450.0 50.0 +60.0 50.0 m Custom 11.391-13.397 +50.0 -MO .+50.0 50.0 +50.0 50.0 SASH WIOTH 0. ' 13.398-15.360 +50.0 .500 +50.0 50.0 1+50.0 SO.0 I Yl%% 15.361.19 641 +50.0 S00 +50.0 -50.0 +5D.0 50.0 o Custom 11.391-13.397 +50-0 30.0 +50.0 50.0 +50.0 -60.0 I O MEETING RAIL 75" 13.398.12.110 -MO S00 +60.0 50.0 +%O(50.0 4 7• 25 afr%-Ya 19.111-24641 +50.0 S00 +50.0 -50.0 +50,0� -60.0 - Custom 16.360-19.397 +5(10 -MO +50.0 50.0 +49.11149.1' 22 22 0 90" !4./a.% 19.3S6.24360 +5D.0 •50.D +50.0 50.0 +50.0 I -50.0 JAMS r.i< K)R Custom 24.361-30960 +50.0 50.0 +5D.0 SQO +50.0 �0.0 rT11 0 V 120' Yvh-Y. -30.360 +50.0 500 +5D.0 50.0 M9.1' -49.I- - ! '+50/50 FOR GLASS TYPES 6-B SEE TABLE 23 FOR ANCHORAGE 1 ••MIN.SASH SIZE=WINDOW WIDTH-59.28 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT .(REINFORCEMENTSSHOVVN PRODUCT REVISED IN FIGURESAPPLYTO ALL as eomplyyingg With the Florida FRAM=T'YYtS 5 Building Codo I CONFIGURATIONS) NOA-No. 17-0411.08 If 1.11111 1111I RW-d Eb,; Date; ReaW- Explrailon Data 09/24/2020 �� •"C,N•; ;•2% NO CHANGES THIS SW_ET. •''UCEN$F-•C '�; JR 03/27/17 By • Q•• Reaised By: Dote: Miami-Gad induct Control No.5a Dncrfptfm •P ' - i DESIGN PRESSURE TABLES J ROSOWSKI USE THESE-ABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRMIE OR INTEGRAL FIN. O'n F G R/ 1070 TECHNOLOGY DRIVE DMA 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SEE SHEETS 34).SASH SIZE 13 AS PER THE FIGURE %�s -.ORIDP• A��: N 11ENICr FL 34276 r0Q' 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE- lii�S/pfdflt_E�G`�` .f� e�7varamuslalrs.mc. HORIZONTAL ROLLER-LM 05/15/15 4)'1l4112-1/4•AND`t!J-113-1!3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH l f 1.111I I l 11 ,�nlcMy��m Seno%M dee Scab Sheet: DmnvLv No. Raw I RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN ALYNN MOLER,P.E. CERT.OF AUTH.Y29296 HR 5510 NTS 7 OF 18 MD-HR5510-01 B ! THE RANGE P.Ea958705 i I i I i TABLE 11: TABLE 12 TABLE 13: Glass Types Glass Types Design Pressure(lbsel for Cuss Types Design Pressure Qb5ife)for 6 s 6 Sash sash Design Pressure(lbstf?)for XOX Wndows 5-6 XOGr OXWindows 10-t2814-16 XO or OX Windows Wirth j TABLE 10: Ralnf.lsse1 Cun49una8on Range On) Wmdaw Buck 11eo0i Reinf.I" 'Nndow Buck Heighl paint Level Window Bud'Heghl R4 36• 48' 5v 63" � Glass Types Design Pressure(1bsHt�j R4 a8• 54• 63" R4 54' 63" 76' 6-8 forx0Or OXUl(ndows Custom 11.381-13.39T +65-0 -70.0 +66.0 70.0 +65.0 -7D.0 +65,0 -66.3 M +6aO -70D +65.0 -70.0 +65.0 -700 - = 25-U2' +65D -11p.D +g.0 -110.4 +65.0 -1t0.0 �.. _ Y3.398-15.380 +65.0 70.0 +65.0 70.0 +65.0 -70,0 +66.0 -70.0 ROIrA.awl fi4 AO B'ck HeWFds up to 72' I +650 .70.0 +65.0 •700 +65.0 -7Q0 28' +65.0 1 YOA +65.0 110.0 +65A -110.0 s_y_� 15.361-19.647 +65.0 -70.0 •66.0 -70,0 +65.0 -70.0 +65.0 -70.DAll Buck Widths +65.0 -70.0 +66.0 -70.0 +65.0 -10 ' 36' +85.0 -Y 70.0 +65.p •110.0 +65.0 -110.0C-t m 11.391-13.097 +65.0 70.0 +65.0 �0.6 +63.3 -63.3 +63.2+50150 4z' +85.6 -01Q 6 +65.0 -115 +85,a -110.0up to TV +650 .70.0 +65.0 -70.p +65.0 •Tao 0 75 Y-h-y4 13.398-19.110 +85.0 70.0 +tki.o -70.0 +65,0 XAS +56.2 402 cc SEE TABLE 2D FOR ANCHORAGE +650 -70.0 +65D -70.0 .0AS" +65-0 -114.0 +rfi3O -110.0 +{ ,0 -110,0 19.117-2A641 +BS.D -70.0 *i. .0 70.6 +65.0 -70.0 +65.0 •66.0+650 •700 +65.0 •700 +65.0 -700 FA• . -710.0 *t15.0 1100 +050 .93.9 Custom 18.3W-19,307 +86.0 •70.0 +69.D -59.9 +55.5 .65.5 +49.1 -49.1+65.0 -7Q0 +850 -7070 +64.3 •64.3 7S +65.0 -1 t0A rG5.0 -103.5 +65.0 -8QD ss, 19.398-24,360 +66.0 70,0 +82.4 112.1 +58.0 m 1. SEE TABLE 22 FOR Ar��-IORAGE X-34-Y+ '+8.'s1-70 FOR t��f5.4R TYPES 8.8 � Cust�n 24.381-30.966 +05A 70.0 +65A 70.0 +050 SEE TABLE 21 FOR ANCHORAGE I TABLE 16: 12P y_�� -30,36Q +65.0 -70.0 +5.4.9 56.9 +55.5 "MIN.SASH SIZE-WINDOW WIDTH-5920 SEE TABLE 24 FOR ANCHORAGE 1 Gies.Types Design Pressure(ibslfe)forXOX HEADER TABLE 14: Sash 2 10-12 Seth Sash Windows vyidRdnf.Leal £bn8guratian - Window Buck t Glass Types Range(In) _ 7ae sash Design Pressure(Ibslfr2)forXOX Windows 94 48' 54' 83 p gash width CsWm N.392-t3.347 +65.4 -1 t0.0 +85.0 -1t0.0 +65.0 •110.0 9 �"} ReI 1 Cal�H9uratisn Range(m? .�nw Buck HeiBSfiM Br 60' �y� 13.396-15.350 +E5.0 -116.0 +85.0 110.0 +85,0 -i f0.0 -� �� Custom 11.3,41-133g7 +85.0 -7D.0 +65.D -70.0 +65.0 •70.0 +85.0 -70.0 15.361-t9.641 +E50 -ttoD +65,0 -110.0 +65.0 -110.0 I 60' %_%_Y 19.398-15.360 +-.0 -70.0 +85.0 1 -70.0 r65.0 70.0 1«65.0 1-70A 11.301-t3,397 +E50 -110D +65.0 -110.4 +65.0 -11D.0 SASH _ s %-Y,% 15.361-19.641 +65.0 -T0.0 +65,0 70.0 +65.0 70,0 +65.0 1•70.0 P„ 75" -+/,%-y4 13.398-19.11e +65,0 410.0 .65.0 110.0 +65.0 -1 KO HEIGUT t,stom 11.391-11397 +65.0 70.0 +65.0 70.0 +610 70.0 +65.0 -70.0 77i J/r%-% 19.111-24.641 -,,65.0 -110.0 +65.0 -110.0 +65.0 -1 3.3 Ito � O � 76' jj-%-� 198-19,110 +65.0 -70.0 -65.0 -70.0 +65.0 -70.0 +85.0 -70.0 S m Cstom 17.841-19.397 +65.0 -110.0 +W.0 -110.0 +65.0- A0a.6• 23 3J-};-'/e 11111-24.64t +65.0 -70.0 +65,0 -700 +65.0 •70.0 +65.0 .70.0 96' X-/-r. 19,398-24.360 �65'0 -1loo +05.0 110.0 +65.0' -109.5• Cusfom Y8.360-f9,397 +65.0 -T0.0 +65.0 -'Me +65A 70.0 +650• .67.2• i 1;: §I1 Custom 24.361-31.641 +65.0 -410.0 *65.0 -510.0 +86.0 -110.0 J. ; �_+X_y 19,396-24.360 +65.0 -70.0 +6G0 70.0 «65.0 70.0 +65.6" •68.5• J_*/+-Y. 29.641-32515 +65.0 -110.D +65.0 -110.0 +65.0' -104.G Custom 24«96Y-30.380 +65.0 .70.0 +65.0 7Q0 +65.0 -70.0 +65.0 f_( 3Z516-39.641 +65.0 -;f0.0 +65.D -110.0 +65.0 -Y70. X=h=j -3D-360 +65.0 -70.0 +65.0 700 +65.0 70.0 +ASA' -87.2' 143' Custom +• -39,641 +65,0 -110.0 +65.0 -110.0 +650 -104.6- SILL. SEE TABLE 25 FOR ANCHORAGE •+65(-70 FOR GLASS TYPE 8 -+651=110 FOR GLASS TYPES 11812 SEE TABLE 26 FOR ANCHORAGE _ WINDORWIDTH-6028 WINDOW WIDTH-60.,73 "MIN.SASH SIZE= 2 "MIN.SASH SIZE TABLEI6: ..._- SASH1f7IDTH Glass Types Sash Design Pressure(a1slfei for XOX SECTION DETAIL 14-16 Sash SasWfidth Windows s Rcinf.Lalel r.,dnralian Range On) awB kHeip-hI-t-� - MEETING RAIL FOR WINDOWS WITH Custom tt.391-13.9s7 «65 D LEVEE,FO REINFORCEMENT R4 �'110.0 + �• i W 65.0 410.0 +65.0 -110.0 - r 26 REINFORCEMEMS SHOWN 60• y_jti-Y, 13.393-16.360 .- .0 -110.0 +65.0 -110.0 +s5.0 -110.0 IN FIGURES APPLYTO ALL 25xr �1r�-3--- FRAME TYPE58 '�-'f3-'jy 15.361-l9.&41 +66.0 -110.0 +65.0 -110.0 +e6.0 -110A JAMB 6XTat1aR C4NFtOURATtONS) GLASS TYPES 814.16 o MAY NOT BE USED WITH PRODUCT REVISED Custom 11.391-13.397 +6Stl -110,0 +65.0 -1t0.0 +66.0 -109.3 J-CHANNEL OR INTEGRAL Js• 7g �_% 13.396-19.110 +BStl -1f0.0 *65.0 -110.0 *65.0 -102.0 •FIN FRAMES os comp ping with tho Florida Building do t7.0491.48 =f-'fy 19.iit-24.64Y +650 110,4 .65.0 -110.0 +65.0 -102.9 MOA-Ko. Custom' 17,em-19.397 +me 7 f0.0 +65.0 110.0 +B5,0 -97.4 t i f 1I r Revised 8Y. Dofa: R-Irm: BxPlrotion oa 09/24)2020 •� 96" %-'/a-% 1B.398-24.360 +fi5.0 -I10.0 +65.0 -110,0 +65.0 -92.0 ��1 1'LYN �' i QN.•• •N2i� JR 03/27/17 NO CHANGE57HI99MEET. "$ Cusiom 24.361-31.641' +65.0 -110.0 +65,0 -170,0 +55.0 -56.4 ti �CENjF •,lf,( Oarami-D o Product Control tf+/a-y 29.645-32.815 +65.0 -1t0.0 +65.0 -789,8 +--a -$4.3 Ror7sed D}= t>ute: Revfitote 1 1201 Ys%.� 32.578-39.641 *660 -110.0 +65.0 -105,0 +65.0 4i08 N4.58705 ` -:7t- Drnan tty: Il( 140° Custom • -39.641 +650 -010.0 +650 -105.0 +85.0 -Wo _ f,/ - r0 AsauipUw 1SEE TABLE 27 FOR ANCHORAGE -� • tfL ssue% `�_� DESIGN PRESSURE TABLES J ROSOWSKI • STA EO# ~- �� 1070 TECHNOLOGY DRIVE �L7 178s. Date: USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. %' (� Ft<ORIDA.•'• N.VENICE,fi.34276 2}FRMLE DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. r'i�sS1. �Qj�(RL�1•����\,` rAPOq41YW p 1•tfTiMJU3Tfe69.W- HORIZONTAL ROLLER-LM 05/15/15 3)FOR SlZPS NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT D114ENSION SHOWN ON THE TABLE. LVNNIMII.teu{P.- »-nlrJsm+xa +mB3fM°deh SC°j� �1Q°#' 4)-1/4-112.114"At"D-1/3-1/3-173"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALLWITHIN THE SASH W'Drti RANGE HR-5510 NTS 8 OF 1$ fl11 -HR5510-01 B IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE pE0687o5 CERT.OF Al1TN,f✓r929G. - TABLE 17: Glass Types Anchor Quantities for XO orOX Windows Max.AnchorO.C. Anchor id 5-8 Sash Spacing for"Integral- Group E 30"Height 36"Height 48"Height 54'Height 30"Heighl 36"He{ght 48°Height 64"Height „ Width a a a a Fin Installation 3,a' Re1nt Lew1 on) Head E Head Head E Head E Head E Head E Head m Head R1 &sib �° &Sill -- &Sill &sill &Sill &Sill - &Sill E &Sol GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Anchor Group A Anchor Group C os eampl with tho Fbrida 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 'FOR OX WINDOWS(XO SIMILAR): BultdlaB ad9e L NOA-No. 17-0411.08 ed 26" 13.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY 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 i+C2+1 3 1+C2+1. 3 PER JAMB laptratloa oat.09/24/2020 ms ny —T 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILLANCHOR QUANTITY: Miami a e roa uct ontro c 49' 23.397 1+C2+1 2 1+C2+1 3 14C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 14C2+1 3 (2)ANCHORS AT THE FIXED SECTION .o +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL L 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+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASH m ADDED NOTE TO ANCHOR 75" 36.897 2+C2+2 121 2+C2+2 131 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 31 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. a CITY.TABLES. Anchor Group 19 Anchor Group D SEE ELEVATION,SHEET 7 _ 25-1/2" 12.147 1+C2+1 2 1+122+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+102+1 3 1+C2+1 3 1+C2+1 3 { SEE ELEVATION,SHEET I Y D] m 28" 13.397 I+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 12 1+C2+1 3 i+C2+1 3 1+C2+1 3 I �SEE CLUSTER DETAILS.SHEET 6 N 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+C2+1 3 > o O o m 42" 20.397 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 l SEE ELEVATION. Of >> 0 0 48" 23.397 1+C2+1 2 1+G2+1 3 1+C2+i 3 1+C2+1 3 1+C2+1 1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SSE— O X — $iEET 1 }ti g aI� t ELEVATION, / — —�� C)N ~U 80" 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 24C2+2 3 2+C2+2 3 O� a m = SHEErt MEETING F2Ai Fa 75" 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 2+C2+2 3 2+C2+2131O o o �OJo ❑ REPEAT ANCHOR PATTERN AT SILL Z co ry— SEE TABLE 6 FOR DESIGN PRESSURE 2 Iij r O TABLE 18: Glass Types Anchor Quantities for XO arOX Windows FOR XOX WINDOWS: w WJ g sm ANCHOR QUANTITY r•> mG 5-8 PERJAMS r- o Sash 30"Height 36"Height 48"Height 54'Height 30"Haight 36"Height 48"Height 54"Heighl Z F— LL WL1� Head Head Head a Head Head Head .o Head Head HEAD AND SILL ANCHOR QUANTITY.- � � O Reinf,Level (In) E E E E E E E 6 1+C3+2+C3+1 4 $Sill `; &St{ &SIII &Sill ash] &Sill &Sill $Sol (1)ANCHORA7THESASH F- JO . R2 +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETING RAIL m Z }nays Anchor Group A Anchor Group C +(2)ANCHORS ATTHE FIXED SECTION ® m +A CLUSTER OF(3)ANC=TORS CENTERED AT THE MEETING RAIL ¢ J w 251(2" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 9 1+C2+1 3 +(1)ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL 0 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 c a. z wz 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 LLo O O O m 47 20.397 Not Allowed 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1SEE ELEVATION.SHEET I z , = N to 5 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET Q = _ 69' 29.397 2+C2+2 2 2+02+2 3 2+C2+2 3 2+02+2 3 r I r--I ana �+�a s ws 75 36.807 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 11 ` J SEE ELEVATION, `�T Anchor Group B Anchor Group D J� X O X SHEE71 �.� ANY LYNAI 25-112" 12.147 1+02+1 2 1+C2+1 3 1+C2+11311+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 aEvgTlDrr ��� vcENsfi' L SHEETI SEE CLUSTER �'• '� IS 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 MEETINGRAIL No.58705 DETAILS, * *= x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 SHEETI _ o REPEAT ANCHOR PATTERN AT SILL m 4T 20.397 1+G2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 � I W 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 NOTES: �� . BrAYe �� 0 1)FRAME DIMENSIONS ARE BUCK WIDTH !'n•'•., pRIOP.•' 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+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). IFS+ G�. SASH SIZE ISA5 PERTHE FIGURES ON �ii S/<7NAL•�N�� 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+211312+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- 'Group F SHEETS". rill/1 TO f 111111 MINIMUM ANCHOR CUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" 2)FOR SIZES NOT SHOWN,ROUND HEIGHT T COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. THE NEXTAVAILABLE 6VIDTH OR HEIGHT A.LYNN MILLER,P.E DIMENSION SHOWN ON THE TABLE, KE1F 53705 TABLE 10: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Spacing for"Integral- 5-8 Sash 30'Height 36"Height 48"Height 54"Height 63 Hei ht 30'Height 36"Height 48'Height 54'Hei ht 63°Height Width 9 g g g 9 9 g 4 Fin"Installation m Head E Head E Head E Head E Head E Head Head Head E Head E Head E Anchor Anchor Reint Level (in) &Sill &Sill &Sill ' &Sill &Sill &Sill -m, &Sill &SIII $Sill ' &Sill ' Group E Group F R3 PRODUCT REVISED Anchor Group A Anchor Group C 3.S 4" as comp Ing with tho Florida 25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+i 4 1+C2+1 4 1+C2+i 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 q 1+C2+1 4 augding ae z628" 13,397 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+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Hon Wo. 17-0411.08 36" 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+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 P><P1ra<ron Date 0 9124/2 0 2 0 42" 20.397 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+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 67iaml=D Product Control n 48" 23.397 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+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2t2 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 ,"ADDED NOTE TO ANCHOR >OTY.TABLES.REMOVED 75" 36,897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+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 GLASS 5 Fleonn TABLE 20. Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1-I-C2+1 4 1+C2+1 2t+C2++ 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y m 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+G2+1 4 1+C2+1 4 1+C2+1 21 3 1+C2+1 4 1+C2+1 0. 1+C2+1 4 'aaa 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 4 1+C2+1 2 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1D z o o Q o m 42' 20.397 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+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 >Q Q5: alp O 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+CZ+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 } z LD _ 60" 29.397 2+C2+2 2 2+02+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 p v a y m -75- 75" 2 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 -2+C2+2 4 2+CZ+2 2 2+C2+2 3 2+C2+2 14 2+C2+2 4 2+C2+2 4 z�� N o SEE TABLE 8 FOR DESIGN PRESSURE =LL r O of rG' TABLE ZO: U U CO o I-� w Z 7 =U_'Q W 'oN Max.AnchorO.C. C, z Ca J '"10 Glass Types Anchor Quantities for XD or OX Windows I:U it < cc, Spacing for'7ntegral- cl o, 6.8 Sash 30"Height 35"Height 48"Height 5V Height 63"Height 72"Height 30"Height 36"Height 48"Height 54"Height 63"Helght 72'Height Fin"Installation Z v }~} W O Width Head Head Head ° Head Head Head a Head n Head Head Head n Head a Head F- 3 Rdnt.Leal (in) Itl Iflm A R Anchor Anchor J p &Sill &Sill &Sill &S171 &Sill &Sill &Sul &SIII &SIII $Sill &Sill &Sill Group E Group F F- Q r R4 Anchor Group A Anchor C Z nY 13=vs P P 3.2, 4" < --I f- 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+02+1 5 1+C2+1 2 1tC2+1 3 1+C2+1 4 1+C2+1 ;4 1+C2+1 5 1+C2+1 5 Q IU 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 -5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 �4 1+C2+1 5 1+C2+1 5 Z aZ 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1,C2+1 4 1+C2+1 4 1+C2+1 5 1+03+1 5 o Q O o m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 �4 1+C3+1 5 1+C3+1 5 W U 2 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 � Q � r� 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: _ 1)FRAME DIMENSIONS elll -�sa0 saves 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCKHEIGHT(SEE SHEETS 3-4.SASH SIZE IS ♦ Q �i 251/2 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2t1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON 4i 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 5 1+C2+1 5 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 51 1+C2+1 5 sHEETSs-8. 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1tC3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT _k No.58705 Y S4O✓VN,ROUND UP TO ci 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+03+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 THE NEXT AVAILABLE �` 0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+03+1 4 1+C3+1 5 1+C3+1 5 WIDTHDIMEN HEIG HT SHOV ON %0�'., ATE OF�; (40 75" 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 6 3)SEE SHEET 9 FORA SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P.E.058706 1 i TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.AnchorO.C. Anchor 5-8 Sash Spacing for"integral- Group F 30"Height 30"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54-Height 63"Height Width a a n a --I a a a Fin"Installation 4" In Head E Head £ Head £ Head E Head Head E Head E Head E Head E Head e { Reinf.level ( i &Sin &Sill &SIII '; &Sill &Sill &Sal &Sill &SIII &Sol R &Sill I R4 PRODUCT REVISED Anchor Group A Anchor Group C Building as eompZ ng with the Florida odc 25-112" 12.147 1tC2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+G2+1 4 NOA-No. 17-0411.08 15 28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 4 Expimuon Date 0912AI2020 Y 36" 17.397 .1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By m 42" 20.397 NDtAIIOwed 1+C2+1 2 1+C2tt 3 1+C2+1 4 1+C2+1 4 1+C2+1 Q rdlaml Daa duc Contro a 48" 23.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a 60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR ' a CITY.TABLES. 75" 35.897 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D to 25-42" 12.147 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+C�+1 3 1+C2+1 4 1+C2+1 4 t+C2+1 4 Z v 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 (6 "aa CD 36" 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+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a o 'D O m 42" 20.397 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+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ❑m z af ali � LO 0 48" 23.397 1+CZ+1 2 1+C2+1 3 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 LID N -3 75" 3e.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+Z 4 2+CZ+2 2 2+C2+2 3 2+C2+2 4 2tC2+2 4 2+C2+2 4 Z LLio "M"o SEE TABLE 11 FOR DESIGN PRESSURE O U o ®� TABLE 22: U.1 z oys 6 J GLASSTYPES LG J Glass Types - Anchor.Quantities for XO or OX Windows 10-12&14-16 MAY n ii 10-12&14-16 S®sh NOTBE USED z° I— W LL 30"Height 36'Height 48'Height 54'Height 63'Fleight 76'Height 30"Height 36-Height 48-Height 54"Height 63-Height 76"Height W11N.4CHANNEL W 0 Width Head Head Head Head Head Head Head Head E Head E Head E Head E Hcad E • F RRSGRAL FIN J ReinfR.Level fin) &Sit! &Sill &Sill fd &Sin 10 &Sib m &Sill &SM t° &Sill m &Sill R &Sill , &SIII &Slll m Z 0 s m !!! Anchor Group A Anchor Group C m ? J 25-V2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+-1 5 1+C3+1 5 a Z v 28' 13.397 1+C2+1 2 1+CZ+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 '5 1+C3+1 5 Q Of Z ar"S 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 o 0 N O. m 42' 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+G3+1 5 1+C4+1 5 U W LO 48- 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 U Q = 0 •o Z 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 qq� •asap aqua_ NOTES: 75' 3&897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 51 1)FRAME DIMENSIONS ARE BUCK WIDTH AND `� N`(LY(1)/V Anchor Group B Anchor Group D BUCKHEIGHr(SEE SHEETS 3-4).SASH SIZE 02 25-112' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 AS PER it+EFIG URESON Q' 28" 13.397 1+02+1 2 1+C2+1 31 1+C2+1 41 1+C2+1 41 1+C3+1 5 1+C3+1 5 1+02+1 2 1+C2+.1 3 1+C2+1 4 1+C2+1 A l+C3+1 5 1+C3+1 5 SHEETS as. *: No.58705 *_ 4 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 41 1+C3+1 41 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT 0 42' 20.397• 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+02+1 2 1+C2+1 3 1+C3+1 4 1+1 +1 4 1+C3+1 5 1+04+1 5 SHOWN,ROUND UP TO m THE Nan AVAILABLE ;0,�.C� � �• .'•(�` 48' 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+C4+1 5 1+C4+1 5 4+C2+1 2 f+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT AL DIMENSION,SHOWN ON i�S••'-•°R.. G�=� 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 THE TABLE �'�iS70NAt 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C40 5 Irrtllllti\ 3)SEE SHEET 9 FORA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MfLLER P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAYL O.C.SPACING SHOWN ON THE ELEVATIONS. TABLES. REA sem TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALLANCHORAGE MUST ALSO COMPLY WITH THE MAX-O.C.SPACING SHOWN ON THE ELEVATIONS. Gass y,pa. Anchor Quantities for XOX Windows 6-8 Sash 24-Height 30"Height W Height 1 48•Haight I O4"Height 53'Height 24-Heighl 30'Height I 38•Height 1 48-Height W Heght 63-Height Sash Width Co.rgtsaBon a n a a a a a Range(in) Head&Sill Head&S01 Hsad&SiD E Head&SDI m Head&Sin a Head&Sill Head&SDI E Head&Sll m Head&SIII E Head&Si0 Head&Sitl E Head&Sill E Reinf.Level �? R3 Anchor Group A Anchor Group C PRODUCT REVISED 35-114" %-'/a h 11.391-11.391 1+C2+C+C2+1 2 1+C2+0+C2+1 2 1+C2+OtC2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+Q+C2+1 2 1+CZ+0+02+1 2 1+C2+OrC2+1 3 1+C2+OIC2+1 4 TtC2+0+C2+1 4 11 C2f D+C2+11 4 as complying with the Florida Building Cod. 38° 12.308-12308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+CZ+O+C2+1 4 1+C2+0+C2+1 4 1+C1+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+o+c2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 NOA-No. 17-0411.08 45-18" Y4-}4-y 11-391-19.397 1+C2+0+C2+1 2 I4C2+04C2+1 2 1+4C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+t2+1 3 1+C2+D+C2+1 4 14C2+0+C2+1 4 1+C2+DI C2+1 4 Expiration Dato09/24/2020 1+C2+0+C2+1 2 1+C2+D+C2+1 2 i+C2+1)+C2+1 3 1+C2 0.C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+M2 Q-C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 By 47.114' -%-Y. 11.391-12.297 1+C2+1+G2t1 2 1+02+1+C2+1 2 1+C2*1+02+1 9 1+C2+1+C2+1 4 1+C2+1+C2+I 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+[x+1+C2+1 4 1+C2+1+C2F1 4 mtamt-0ade uct Control %fi- h IZ298-15.558 1+C2+0+EZ+1 2 1+C2+04C2+1 2 1+132+0FC2+1 3 1+CZ+O+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0fC2+1 4 Custom 11.391-12.D16 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+C241 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+i+C2-1 4 1+C2+1+C2+1 2 1+C2+1+C 2+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 62-1/8' y%=/ 12.017-13.397 i+C2+1+C2+1 2 14C2+1+C2+I 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4"C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1K2+1 2 1+C2+1+C2+1 3 1+C2+I+C20 4 1+C2-1+C2+1 4 1+C2+1+C2+1 4 >ADDED NOTE TO ANCHOR z QTY.TABLES. h-ys-% 15.398-17-016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+CZ+D+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 14C•2+0+C2+1 4 14C2+0+C2+1 21+C24C+C2+1 21+C2+0+C2+1 3 1+C2+0+C2+14 1+C2+0K2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+12 1tC2+1 2 I+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1tC2+1 4 1+CG+1+C2+1 4 I+C2+1+C2+1 2 1+C2+14C2+1 2 I+C2+1+C2+1 3 1+C2+1+C2+1 4 11C2+1+C2+1 4 1+C2+1+C2+1 4La _ 0 60° %- % 13.398-15.360 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+CZ+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+CZ+1+C2+1 4 1+C2+14CZ+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 1tC2+1+CN1 4 ti m z ` _ -%- 15.361-19.641 1+C2+O+ +1 2 1+C2+0+C2+1 2 C2 1+CZ+O+C2+1 3 1+ +O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+CZ+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2t1 C1 3 1+CZ+D+C2+1 4 1+CZ+O+ +1 4 1+C2+0+C2+1 4 W '/y C2 -AD6 Custom 11.391-13.397 1-C2+3+C2+1 2 14C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+34C2+1 4 I+C2+3+C2+1 4 1+C2+3+C2+1 4 14C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+34C2+1 4 14C2+3+C2+1 4 1+C2+3+C2+1 4 Cp Q O 75" '/n-X-'/c 13.398-19.110 1,C2+2+C2+1 2 14C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 i+C2+2tC2+1 4 1+C2+2+C2+1 2 1+C2+2+C2f1 2 1+C2+2+C2+1 3 1+02+2+C2+1 4 14CZ+2+C2+1 4 14C2+2+C2+1 4 O O O 19.111-24.641 1+C2+14C2+1 2 itC2+1-C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 4 1+C2+14C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 9 14CZ+I+C2+1 4 1+C2+1+C2+1 4 i+C2+1+C2+1 4 } Z N °]°0 0� LO Custom 1&360-19.397 I*C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2+3+C2+1 4 1+(2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+(2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 14C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 (D cV F-. -� 0Y 19.308-24.360 1-C2+34C2+i 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2.1+C2+3+C2+1 3 1+C2+34C2+1 4 1+C2+3+C241 4 1+C2+3+C2+1 4 O,w ^0 g = Custom 24.361-30.360 1+(2+2+C2+1 2 1+C2f2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C241 2 1+C 2+2+C2+1 3 1+C2+2tC2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Z u`I- N o ra0 " -30.380 1+(2+3+C2+1 2 1+C2+3+C2+1 2 1+CZ+3+C241 3 1+C2+3tC2+1 4 1+C2t9+(2+1 4 1+C3+3rpt1 4 1+C2+3+C2+1 2 1+C2+3+C1+1 2 1+C2+3+C2+1 3 1+C2+3+Cx+1 4 1-+C243+C2+i 4 1+C2+3+C2+1 41 U U o (q u I Anchor Group B Anchor Group D W Zco ¢ W 'oN 35-114' 1 %-M-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 14C2+04C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 41 1+CZ+D+C241 4 1+C2+0+C2+1 4 n j y D] 1 CU 36' %-%% IZ308-12309 1+C2+0+C2+1 2 14C2+0+C2+1 2 1+C2+G+C2+1 3 1+C2+0+(2+1 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 14C2+O+C2+1 2 1+C2+O+C1+1 2 1+C2+O+C2+1 3 1+CL+0+(2+1 4 1+CND+(2+1 4 1+C2+O+C?+1 4 zs V Qom. 11.391-13.397 1+C2+OfC2+1 2 1+C2+0+CZ+1 2 I+C2+0+CZfi 3 1+C2+4+C2+1 4 14C2+O+C2fl 4 i+C2+O+C2+1 4 1+C2+04(2+1 2 I+C2+0+C2+1 2 1+C2+D+C2+1 3 14C2+0+C2+1 4 1+C2+0+C241 4 1+C2+0+C2+1 4 J Q 45-118" %-j/+ 13.398-14.683 1+C2t0+(2+1 2 1tC2+p4C2+7 2 1+02+O+C2+1 3 1+G2+()tC2+1 4 1+[2+0+C2+1 4 1+G2+0+(2+1 4 1+C2+0+1;2+1 2 1+02+OfC2+1 2 1+02+0'G2+1 3 1+C2+0+(2+1 4 1+C240+C2+1 4 1+C2+0+C2+1 4 � O N j 47,314' y yz-'/a 11-391-12297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+G2+1+C2+1 4 1+C2. 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Anch, Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. NAL Spacing for"Integral- �°I E GroUP F Z)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7 /O i+1 11100 Fin"Installation 3)SEE SHEET O FOR A GUIDE TO USING THESE TABLES. 2.9" 4' 4)'1/4.112-1/4'AND'1/3-1/3-1B°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.#5B705 I I TABLE 24: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAK O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 5&6 Sash 24"Height I Sir Height 3V Haight 48-Height 64-Haight 63°Height 24"Hsi ht 30'Height 36-Height 48°Hat ht W Hei M 63•He ht Sash Width A 8h 9 9 A 9 9 9 9 I& Canfigumd.n a .a a .o a Reint.Lauel ��on) Haad&8I11 ,� Head&Sill Head&SAI fad 8 981 Head&SIO Head&SIB Head&S0 ' Head&Sill Head&SAI Need&Sill Head&SAI Head 8 Sill Anchor Group A Anchor Group C PRODUCT REVISED as eomplying with the Florida 35-0/4° X-Y-'7a 11.391-11.381 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2r1 3 1tC2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 Building Cnda SB" Y-% 12308-12308 1+C2+0+C2+1 21+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 41+C2+0+C2+1 4 1+02+D+C2+1 4 NOA-No. 17-0411.08 X-h% 11.391-13.391 1+C2+0+C2+1 2 1+C2rD+C2t1 2 1+C2+0+CZ+1 3 1+CZ+GtC2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 Eupiratlon Date 09/24f2620 454/8 ya-Y-ya 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2r1 2 1+C2+OrC2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D-C2+1 4 By Y-y:% 11.391-12.2D7 i+C2+1+C2t1 2 1+C2+1+C2r1 2 1+C2+1+C2+1 3 1+CZ+1+C2+1 4 1+C2+1+C1+1 4 1+C2+1+C2+1 4 Miom' ad roduet Control 47-3/4° -�- 12298-16.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.010 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C241 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m -t.. 52-118' %-%-Y4 12017-13.397 1+C2+1+C2+i 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+NC2+1 4 ya-y+-Y. 13.398-17.016 1+CL+O+G2+1 2 i+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 q 1+C2+0+C2+1 4 in Custom 11.3B1-13.397 Not A110wed 14C2+1+C2+1 21+C2+1+C2+1 21+C2+1+C2+1 31+C2+14C2+14 1+C2+1+C2+1 41+C2+1+C2+14 to Y' m so" Y Y,-'/e 13.398-15.280 f+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 c z y naa 15.381-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+O+C241 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 LLLI Custom 11.391-13.397 1+C2+3+C2r1 21+C2+3+C2+1 21+C2+3+02+1 3 1+C2+3+C2+1 41+C2+3+CZ+1 4 1+02+9+02+14 > C �O 0 j 75" V-%--% 13.398-19.110 1+C2+2+C2+1 2 1+C2+2+CZ+1 2 14C2+2+02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 R Im!N c Q t ya-ys% 19.111-24.641 _ 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 >ti z N 1e0 LO Custom 18.300-19.597 1+C2+3+C2+1 2 1+C2+3+C241 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 0 C11 pit !J 96' Y-%-% 19.398-24.3s0 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 OJ J rr i M6.0 Z Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4/+C2+2+C2+1 4 1+C2+2+C2+1 4 Z LL S2 120" y-y-Y '• .30.360 1+CZ+3+(x+1 2 1+C2+3+C2+1 2 1+C2+9+CZ+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 W"-• ©ro �Ljo I Anchor Group B Anchor Group D F Z L2 J cC DAG I 35-1/4" Y.-r/-% 11.331-11.397 1+C2+0+C2+1 2 7+C2t0+C2t1 2 1+C2+O+C2+1 3 1+02+e+C2+1 4 1402+0+C2+1 4 14C2+OrC2+1 4 14C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+p+C2+}4 1+C2+O+C2+1 4 1+C2+0+(,2+1 4 0 W 35' y-%-% 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1tC2+0+C2+1 3 l+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+CZ+}4 1+C2+G+C2+1 2 1+C2+0+(2+} 2 1+02+0+C2+1 3 1+C2+0+C2t11 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Z F- LL I 1 45-1/8° Y36-y 1.3 18'-l3.397 1+C2+0+C2+1 2 1+C2+p+12+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+OrC2+1 4 1*C2+0+C2r7 2 1+G2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 A l+C2r0+C2+1 4 1+C2+0+C2 W o+1 4 � J' I 'y-35-35 13.398-14.883 1+C2+0+C2+1 2 1+C2+p+02+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+OrC2+} 4 %-%-y 11.301-12.287 14CZ+1+C2+1 2 1+C2+14C2+1 2 t+C2+1+C2+1 3 1+C2+/+C2+1 4 1+C2+1+C2+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 47,11/4• �- - 12.298-15.658 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1rC2+0+02+1 3 1+C2+OIC2+1 4 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Q v) Custom 11,391.12.016 1+CZ+1+02+1 2 1+CZ+1+CZ+} 2 1+C2+1+C2+1 3 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+i+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02r1 4 itC2+i+C2+1 4 OF F- Z atooS v 52-1fe° y% }2.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 9 1+C1+1+C2t1 4 1+C2+1+CZ+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ¢ z Y%% 13.398-17.018 1+C240+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+9+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 E5 T I m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 3 t+C2+1+C2+1 4 l+C2+1+C2+i 4 1+C2+1+C2+1 4 1+C2+I+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 3 I+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 4 W () �' Lb I 1 6D" )a-%-y4 13.398-15.360 1+02+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+}+C2+1 4 1+C2+1*C2+1 2 1+C2+}+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 v Q Q' y-33-ya 15.361-19.6,11 1+C240+02+1 2 1+C2+Q+C2+1 2 1+C2+0,C2r1 3 1+02+O+C2+1 4 1+C2+0+C2*1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1*C2+0+C2+1 4 1+C2+0+C2+1 4 = e11J, •osaD ceuo5 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+G2+1 2 1+C2+3+C2+1 2 1+C2t3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+CZ+3+C2+1 4 i 75' Y-Y,-Y, 13 M-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 b 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+i 3 1+C2+2+C2+1 4 1+C2+Z+C2+1 4 1+C1+2+C2+1 19.111.24.641 1+02+1+C2+1 2 1+C2+1+02+1 2 1+C2+1tC2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 i+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+14C2+1 4 1+C2+1+C2+1 4 Custom 1BZ60-19.39T 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+34C2+1 UI+C2+2+C2+1 1+C2+3+C241 4 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 QC�;-• LICENSE••,(�� 96" %-ya% 19.39B-24.360 1+C2+3+�211+C2+2+C2+1 2 1+C2+3402+1 3 NC2+3+C2+1 1+C2+3+C2+1 4 i+C2+3+C2+1 2 1+C2+3+C2t1 2 1+C2+3+C2+1 9 1*C2+3+C2+1 4 1+C2+3+C2ri 4 1+C2+3+C2+1 4 No.58705 ••P Custom 24.361-3D.360 1+C242+ 2 1+C2+24C2+1 3 14C2+2+C2+1 1+C2+2+02+1 4 1+C2+2+02*1 2 1+C2+2+C2+1 2 1+C2+2+C2+7 31+C2+2+C2+t 4 1+CZ+24C2+; 4 7+C2+2+C2+1 414-yi-ya -30.3601+C2+3+ 2/+C2+34C2+1 3 14C2+3+C2+1 1+C243+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3tC2+1 4 -0 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE ��••� � I ��� j WINDOW WIDTH-5928 F "MIN.SASH SIZE= 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4). � S••,FCORtOp`•,:�_`� Max.Anchor O.C. Anchor SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. ......... Spacing for"Integral- Group 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /i//�ONALEN�`� I 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. !11 I t 111 { Fin"Installation 4" 4)-1/4-12-11W;ND"1/3-1/3-1/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER.P.E. IN THE ADJACENT COLUMN.'CUSTOM'WUK:A rES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. p Elf 6H•05 t TABLE 25: MINIMUM ANCHOR QUANTITIES SHOWN. ALLANCHORAGE MUST ALSO COMPLY WITH THE MAK O.C.SPACING SHOWN ON THE ELEVATIONS. Gless Types Anchor Quantities for XOX Windows 7&8 Sash Sash I 24'Height 30•Haight 36-Height I 48•Heighl 54'Height 63"Haight 24"Height 30-Height I 36"Height I 4B'Height 54"HeigM 63"Height Wldth Configuration Rmlga(m) Heed&Sill E Head&S01 Head&5,11 E Head$Sill E Heed 8 S81 E Head&Sill E Heed&Sill E Head&Sill E Head$Sill I E Heed 8 Sll Head$SUI Head$Sill E ROW.Level ty � �� R4 PRODUCT REVISED Anchor Group A Anchor Group C as complying with tho Florida 35-1/4' %--%-Ya 11361-11.391 14C2+O+C2+1 2 1+C2+0+C2+1 2 i+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+04C2+1 4 Building Code 3w Y/Y,-s''A 12.308-12.308 1+C2+0+C2m 2 1+t2+0+C2+1 2 1+C 2+0+C2+t1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 I MCA-M.. 17-0411.08 y_ _% 11391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2-t+C:241 3 1+C24O+C2+1 4 1+C2+0+C2+1 4 1+C2M+C2+1 4 Expiration Date 09/24/2020 45-t/8' 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C2-0+C2+i 4 1+C2+0+C2+1 4 1+C2.O+C2+1 4 B -%-/� 13.398-14.1i83 y -Yz% 11.391-12.297 1+C2+1+C2+1 2 1+C2+l+C2+1 21+C2+1+C2+1 3 1+C2+1+CZ+1 4 1+C2+i+C2+1 4 1+C2tlr02r1 4 MlamF-Da Produet Contm 471/4' 12.200-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+G2+1 4 i+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C241 3 1+C2+1+C2+1 4 1+C7+t+C2+1 4 1+C2+1+(2+1 4 m ADDED NOTE TO ANCHOR 'v 52-1f8' %-Y_Y. 12.017-13.397 1+C2+1+C2+1 2 t+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 QTY•TABLES. -� 13.398-17.018 1+C;2+0rC2+1 2 1+C210•C2+1 2 1*C2+0+C2+1 3 1+C240+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2.1 4 Custom 11.391-1330 Not Allowed 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2r1+C2.1 4 1+C2+1+C2.1 4 1+C2+1+C2*1 4 x m 1p a 80• y,-)�-y, 13398-15.360 i+(2+1+C2+1 2 14C2+1+G2+1 2 1+G2+1+C2+1 3 1*C2*14C2+1 4 1+G2+1+G2+1 4 1rC2+1+C241 4 z 15.361-19.641 i+C2+0+C2+1 2 1+C7- W.2+1 7 1+C7+0+C2+1 3 1+C2+0+C2+1 4 1+C2+o c2+1 4 1+C2+O+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 14C2+3+C2+1 4 14C2+3+C2+1 4 j. 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Anchor FIGURES ON SHEETS i�ss RIDP-,•• �� Spacing for"Integral- Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Fin"installation 3,T 3)SEESHEET 9 FOR A GUIDE TO USING THESE TABLES. 77 111 1 1 1111 i d)°114-112-174'AND•1l3-1/3113'INDICATE THAT THOSE STANDARD SASH CONFIGURATONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E j IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH.CONFIGURATIONS FALL WITHIN THE RANGE. I LP.E.458700 i i TABLE Ts: Glass Types M(NtMUM ANCHOR QUANTITIES SHO 10-!2 WN. ALL ANCHORAGE MUSTALSO COPMPLY YYfi7i now.Letel Can ufatlah Snsh 24-tfelght 30 Height se"fiaighl Anchor Quantities forXOX THE MA7C O.C.SPACING SHOWN ON THE C-LEVAT70NS. Q9 Widfh � 48•He ht Windows R4 (M1 1t3ad 8 Sf8 w He3d 8 Sff! 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C2*4+C2+2 3 2 G+ 8 2+C5r4+Cs+2 4 2+C2+2+ g*3+C2a2 3 2+CJJ +qq+ q C3+2+C1+t 4 1+ . +p+q+Cg+ 4 Cdr4,C4+ C2+2 2 2+C2+3+Q3+2 2 2aC2+3+C2+ 2+ d C4r3+Cq+1 4 _ 4 2aC5+4+C6+2 4 3 2+pa3+ + 2+C4+4+CA+2 4 `11': tVa•5870 NOTES 2+C2+3aL`2+2 2 2+C2+3+C2+2 2 4 2+C¢+3+ 2 4 2+C4+3+C¢a _ GLASS TYPES Tfi-726i4.76 -MIN.SASH SIZE=W�NDOWt'7DTH Fn� i1FRAME DIMENSIONS 2+ty+S*C2+232+p+a+p+ 4 ^-O `26•i MAY NOT BE USEC WITH -2---ou'72 2)FOR 2E IS AS P E BUCK WIDTH AND SUCK HEt, 4 2+Cq+¢+Cg+ 4 2+C4M+•CA+ 4 FIN OR INTEGRAL PER THE FIGURES ON SHE �T(SEE SHE 3-d7- 3£E TABLE 15 FOR DES FIN FRAMES 2)FOR SIZES NOT SHOWN,ROUND UP TO THE �• K+N PRESSURE 3n 3 3)SEE SHE=79 R A GUIDE 70 U!NG AVAILABLE WIDTH OR �b„IN•••• ST 7E r •'/���� � j 4)"tt412-174°AND'tJ3.7/3-tl3To US'NGTHEIE TABLES. HEIGHT DjUCNSION SHOWN ON THE TABLE. .•,(�trs%c��RIpA,; a` {{ IN THE ADJACENTCOLUMN.'CUSTOM" 7+fOSESTANDAtfD8AS11CONFlGU �• ti t!NDlGATES THAT NO STANDARD SA5H CONFITGURg71(NVSWFI WTTHE SASH THE WIDRANTH RANGE -��;�' j rJ JJ I lilt tiL A.LYNN MILLER,P.E. RE.S58705 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.G.SPACING SHOWN ON THE ELEVATIONS. Anchor Quantities forXOX Windows Glass 7ypsa y4.16 bash 24'Height 30"Height 38 fielghk 48'Height 5d^Height OT Height 24•Ikighi 30•Height W Height 48'Hefght 64'Height BY H-Ioht Sash Width -con Cm) Featl&Sig £ Head S 511 E Head&SA! w Head&SIA m Hsad&SIII Head&5AI Head&Si0 lead&SIII Hevd&Si11 Head 8 SIII Hs4d 8 Si0 Head 6$01 Paqge Raiet tetei -: `a R4 Anchor Group A Anchor Group C 35-114" r/a- -% 11.39f-71.391 - 1+G2+0+C2+1 2 1+C2+#G2+y 2 1+C2+#C2+1 3 1+C2+0+C2+1 4 1+C2+Otr2+1 4 1+C2+O+C2+1 4 PRODUCT REVISED r y-h- 12.308-t2.308 1+C2+D+C2+1 2 1+C2+#C2+1 Z 1+C2+O+C2+1 3 1+C2+#CZ+1 4 1+C2+0+G2+1 4 l+C3+#C3+1 4 as complying with tMo Florida BUUding Dodo }4=f/ ti.391-13.397 1+C2+O+C2+1 2 i+C2+O+C2+1 2 I+C2+#C2+1 3 1+C3+#C3+1 4 t+p+t}+C3+1 4 i+C4+0+CR+y 4 NOA-Nv. '�7-041'I.O8 1+C2+0+C2+1 2 1+C2+#C2+1 2 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+C3+O+p+1 4 1+C3+#C4+1 4X-Y-Y f3.398-14.683 P cplraUon Dato 0912A/2020 %_-% 11.39f-12237 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+#C2+1 3 1+C3+O+C3+y4y+p+p+p+1 4 1rC4+0+Gt+1 4 I+C2+0+C2+1 2 1+CZ+O+C2+1 2 1+L�+0+C2+i 3 1+C3+OsC3+i a i+t,,'++6+p+1 4 i+p+#q+i 4 BY2228816.558 Contcustom 11.291.12016 S+C2+O+C2+1 2 2+C2+O+C2+I 2 I+q+o+C3+1 3 l+C3+0+C'3+i 4 1+C4+O+CA+1 4 y+Cd+0+C4+y 4S2_1/g -y-% 12017-13.397 1+C2+0+C2+1 2 1+C2+0+G2+1 2 y+prO+q+1 3 y+q+0+gw1 4 1+CA+#C4+1 4 1+C4+0-C40 4 13.37-13.397 i+C2+O+C2+1 2 1+CZ+O+C•2+1 2 1+C3+O+C3+2 3 1+q+O+C3+1 4 1+C4+#C4+1 a i+Cd+0+04+t 4 AD0.NOTE TOANCHOR I+C2+2+C2+t 2 J+CL+2+C2+1 2 t+C2+2*C2r1 3 I-C3+2+q+1 4 2+C3+2+p+1 4 1+C4+2+04+{4 a OTY.TABLES, C7.'stom 11.391-13397 m 60^ J(+.+Jr_% 13.398-ts.360 T�LII AEOWed 1+C2+1+C2+1 2 1+CZ+2+CZ+I 2 1+C2+Z*C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 2+C4+2+C4+1 4 y- - t5.38t-19-641 1+C2+D+C2+1 2 i+C2+0+C2+1 2 1+C3+U+p+1 3 1*C4.O+CA*1 4 1+CA+O+CR+1 4 [+CS+O+C8+1-0 tta Custom 41.39!-13.397 t+CZ+2+CZ+t 2 i+C2+3+C2+1 2 y+C2+3+C2+i 3 1;q+3+C3+1 4 itC4+3t04-1 4 1+G1+S+C4+145 70 }Q--%x-� 13.398-19.110 I+G2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 i+C3+3+( +y 4 1+C4+3+G4+1 4 iMA+3+C4+1 4 t... y-Y-� 10,111-24.641 1+C2+O+C2+1 2 1+p+0+p+i 2 1+C3+O+C3+1 3 I.C4+#04+1 4 1+C5+#C5+1 4 1+C5+0+C5+2 4 OJ p LO 03 Cus'am 10.1il-24.3OT I+C2+3+C2+1 2 i+C2+3+C2+i 2 1+C2+3+C2+1 3 i+C3+4+C3+1 4 I+C4+4+04+1 4 2+04+4+CO+ 4 K j> q 4 1+C2+3+C2+1 2 y+C2+3+C2+1 2 1+C2+3+C2+1 3 I-04+4+C4+1 4 1+C4+4+CA+t 4 t+C4+3+C4t1 4 Q n aJOO s6^ %-Y:-Y+ i9398-24.s6o }A a� 24.361-31.641 I+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2+C2+ 3 2+C4+3+C4+ 4 2+C4+3+CA+ 4 1+CA+2+CA+2 4 -y,-y 29.&if-32515 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+04+4+C4+2 4 2+Cq+416 4 2+C4+3+C4+2 4 M /e S y20" .. 2+02+2+C2+2 2 Z+C2-+3+C2+2 2 2+C2+3+C2+ 3 2+C4+3+C4+2 4 2+C4+3+Ca+ 4 2rC4+3+Cd+ 4 z 1 w tfy-r/e-y 32.516-39-641 y40' Custom + -39641 2+C2+3+C2+2 2 2+C2r3+C2+2 2 2+02+3+C2+ 3 2+C4+4+C4+ 4 2+04+4+04+ 4 2+C4+3+G4+ 4 z W ® Anchor Group B Anchor Group O W Z w t�7¢ W Al 35•ttd' i4- - 14.39i-71.391 S+C2+#C2+1 2 4+G2+#C2+1 2 i+C2t#C2+t 3 i+CZtO+C2=i 4 1+C2.O+.C2+1 4 1+=2 O+C2+1 4 1+C2+O+C2+t 2 t+C2+0+C2+1 2 t+C2+O+C2+i 3 itC,2+#C2+2 4 i+C2+0+C2+1 4 i+CZ+0.C20 4 p W� a: DO -U 0/m 12308.123oB 1+C2+D+C2+1 2 1+C2+0tC2+1 2 i+C2+O+CZ+i 3 1+C2+0tQ+1 4 t+C2+#C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 t+C+0+02+1 2 1+C2+O+C2+1 3 2+C2+O+CZ+1 4 1+C2+0+C2+i 4 1+C3*O+C3+1 4 p z S 0 F W u- 45-ild' 1y.391•13.397 1+C'N O+C2+1 2 1+C2+O+C2+1 2 1+C2'0+C2+1 3 1+C3+0+G#1 4 1+C3+#C3+1 4 1+C4+0+C4+1 4 1+Ce+0+C2+y 2 1+C2+O+C2+1 2 I+C2+OrC2+1 3 2tC3t0+C3+1 4 y*q+O+p+t 4 y+GitO.CA+1 4 'r W 0 y-y ,l 13398.14.6e3 2+C2+0+C2+y 2 1+C2+0+C2+1 2 1+C2-#C2+1 3 t+C3+O+Ci+1 4 i+C3+#C3+1 4 /+C3+0+C3+1 4 2+C2+OtG2+t 2 1+CIL+O+C2+1 2 y+C2+O+CZ+f 3 i+C3+Otq+1 d t+C3+0+C3+t 4 i+C3+#q+i 4 J %-y-y 11.391-12M7 I+C2+0+C2+1 2 I+C2+0+C2+1 2 t+C2+#C2+2 3 1+C3+0+C3+1 4 i+p+#p+1 4 1+000+C4+1 4 1+C2+0+C2+1 2 t+i2+#C2+/2 1+C2+#C2+3 3 y+C1+0+C3+1 4 1+C3+0+p+1 4 1+C4+0+C4+1 4 47a1a iasys j5-1fi-'/s y2298-16.6% I-C2+0+C20 21+C2+#C2+1 21+(i+#C2+1 3 tap+0+C3+y 4 1+C3+#p+i 4 y+q+#C3+1 4 1tC2+0+C2+1 2 1+C2+O+C2+1 2 t+C2+0+C2+1 3 14C3+O+C3+1 4 t+C3+0+C3+1 4 1+C3+0+C3+l 4 Q C+mtom 11.391-12.016 I+C1+0+C2+1 2 1+q+0+C2+1 2 1+p+0+q+1 3 y+C3+0+p+1 4 J+C4+#CA+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 I+C2+0+C2+1 2 J+C3+#C3+1 3 1,C3+#C3+t 4 1+C4+0+Cq+1 4 1+C4+O+0i+1 4 fit' Q 52-tt8' 'j-t/z- 12017-13.397 1+C2+O+C2+1 2 1+^.2+0+C2+1 2 S+p+O+C3+1 3 1+C3+0+C3 4 y+fq+0+C4+i d i+C4+0+C4+1 4 t+C2+t1+C2+11 2 14C2+0+C2+2 2 1+C3+#C3+1 3 1+C3+0+p+1 4 1-CA+0+Gy+t d t+{A+#C4+1 d z moss %-Ty, 13398•17.010 2+C2+9+C2+1 2 1+C2+Q+C2+y 2 i+C3+0+C3+1 3 I+CZ+0+C3+1 4 1+GWO Ct+1 4 1+C4+D+C4+1 4 1+02+O+C2+1 2 i+C2+0+C2+1 2 1+C3+0+C3+1 3 i+C3+#C3+i 4 1+G4+O+C4+y d 1+G1+#CA+1 4 ¢ Q Q a Custom 11.391•13.397 1+C2+2+C2+1 2 1+C2+2+C2+i 2 1+GZ+2+C2+1 3 i+C3+2+03+1 4 1+03+2+p+1 4 1+C4+2+C4+1 4 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2+C2+1 9 1+C3+2+qN 4 t+pt2+p+y A l+G1t2+0k+1 4 O Z m 60' %%-Y. 13.398-15.36o TtETZ+C2+1 2 1+C2+2tC2+1 2 1+CZ+2+C2+1 3 i+C3+2+C3+1 4 2+C3+2+C3+1 4 l+C4+2+C411 4 1+C2+i+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 i+C3*1+C3+1 4 1+C3+1+53+1 4 y+C4+i+C4+1 4 15.361-19.641 t+CZ+D+C20 2 1+C2+9+C2+i 2 y+C3+#C3+1 3 1.04.0+04+1 4 t+C4r0+CA+2 4 t+7a+O+CSy 4 1tC2+0+C2+y 2 1+C2*O+C2+i 2 1+C3+#C3+1 3 4+C4+0+G4+1 4 i+C4+D+C1+2 4 t+CS+O+C6+t 4 u + . 5 Custom 11.391•13.397 t+C2+3+CZ+i 2 1+C2+3+C2+1 2 1+C2*3+C2+1 3 i+p+3+pt1 4 1+04+3+C4+1 4 i+ry,+3+C4+1 4 1+C2+2+C2tt 2 y+C2*2+C2t1 2 itC2+3tC2+1 3 1+C3+3+C3+7 4 itG4t3+CA*1 4 1+C4+3+(q-1 4 Q = t141 'crap roues 76° '/o%_'/e t3398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 t+C3+3+C3+1 4 I+C4+3+C4+1 4 1+C4+3+C4+t 4 I+C2+2+C2+I 2 +C2+2+C2r1 2 1+C2+2+C2+1 3 1+C3+2+03+1 4 1+C4+2+01t1 4 1+C4+2+04t1 4 ' 19.ttt-24.641 1+C2+D+C2+t 2 1+p+#C3+1 21+C3+#C3+2 3 S+C4+0+(Je+2 4 1*CS+#C5+1 a 1+( +O+C5+1 4 t+C20O C2+t 2 JtC5+9+pt/ 2 i+C3+o+C3ry 3 1+C4+O+C4+1 4 J+C5+#C5+1 4 I+CS+#Gr+t 4 tint Jt rtJ�- Custom 17.641-19.397 i+C2+3+Car1 2 1+C2+3+C2+t 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1tC4+4+C4+1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+(2+3tO2+1 2 1+C2+3+C2+1 3 i+p+4+C3+1 4 1+C4+e+C4+y 4 itCA+3tCq+1 4 � NY. YNN,y�� g6^ % 19.398-24.380 t+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+4+C2+1 3 1+C4+4+C4+1 4 11�414+04+i d 1+G4+3+C4+1 4 1+C2+2+CZ+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+3+G4+1 4 1+C4+ +y•4 1+cA+3+G4+1 a.351-3t.641 2+C2+2+C2+2 2 2+C2+3+C�+2 2 2+C2+3+C2t2 3 2+C4+3tCS+ 4 2 4 i+U+2+C4+t 4 1+C2+2+C2+1 2 1+p+Z+C2+1 2 1+C2+2+C2+1 3 14C4+Z+C4+1 4 14C4+2+CA+y<1tC4+2*C4+1 4 , No•5870529.$41-32,616 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4tC2+2 3 2+C4+4*C4+ 4 2 4 2+CCt4+C4+2 4 2+C2+3+C2+2 2 2+C2+3tC2+2 2 2+C2+3+C2+2 3 2+CAt4+Cd+ 4 2tG4+4+C4* 4 2+C4+3+0y+ 4 I 120' a-y_y 32516.39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+YC2+2 3 2+G1+4+C4+ 4 2+C4+4+C4+2 a 2+C4+3+C4+2 4 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 3 2+Cd+3+CAt 4 2+G4+3+Of+2 4 2+C4+2+CA+ 4 240' Cusfam -39.641 2+02+3+C2+2 2 2+02+3+C2+ 2 2+C2+4+C2+2 32+fitM+C4+ 4 2+C4+4+C4+2 a 2+04+3+C4+2 4 2+C2+3+C2+ 2 2tC2+3+C2+2 2 2tC2+3+C2+2 3 2+C4+4tCA+2 4 2+CA+4+CA+2 4 2+C4+3+G4t 4l%:•• NOTCcxSEE TABLE 16 FOR DESIGN PRESSURE T'•. 2V:E1 F 1)FRAME OINFJd510N5 ARE SUCK WIDTH AND BUCK HEIGHT(SEE SHEET, FS'• tOR10P..''���� N4VI DOWWIDTH-6072 SASH SIZE IS AS PER THE FIGURES ON SHECTS 6-8. /I',N L�• �t�\ GLASS TYPES I D•12&14-1$ "MIN.SASH SIZE= 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7//t t t r i t k 11 I MAY NOT BE US Wliti 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. MAY NO EL OF ED WIT PL 4)'t14-In.114`AND'113.1/3-UY INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER.PZ- ! =1N FRAMES IN THE ADJACENT COLUMN.•CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P,E#667M TABLE 28: Bill of Material. 3.500' 3.500" -� 3.500" 3500° & Part Description Material 3.5 1 620121 Fram f:h e Head,SIN end Jambs-J- annel PVC Ih� --r-1}'�- •062" -►'��-- .Osz' --r•I�� .u82• li 2 620122 lFrame Head,Sill and Jambs Range PVC 3 62D123 Frame Head,Sill and Jambs-Fin PVC LLLIIf ' 4 620124 Flame Head,Sill and Jambs Equal Leg PVC ❑ -_ 2.4a5" 2.445" 2.445' I I 2.445• 13 0201 10 Insert!Trim Cuter PVC ❑ � a� a ❑❑� ❑� 14 020131 31 Fi Fbced xed Meeting Rail PVC 15 020158 Tracklnsed 606376Al 16 62DI29 Sash Rail(Sides,Top&Bottom) PVC o T l_J�f7 f.nr-8_IC C3l lf? 17 020166 Monorail 6063 Te AI 625" J-CHANNEL .625' FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 e20156 PWI Rail Interlock 6063 TO AI 1.375 O FBRAM EAD,Sal JAM F JA MES SILL 8 1.375a O j AME EADSSILL& JAM85SILL 8 20 620144 PWI Rail Interlock Cuter PVC 21 620150 Light Sash Reert3reement 6063T6 Al �! 22 620151 Standard Sash Reinforcement 6063 TO Al 1.872" -+� (+-- 1.641" i 23 620162 HD Sash Relnbreement 6063 TO Al t507" I�� -r 1,43T 24 620153 Standard Meeting Rall Relnbreement BW5 15 Al t 25 620154 HD Meeting Rail Reinforcement 6005 75 Al 1 2.100' 2.176" 1I 26 620155 H.D.Hodz Roller Meet' Rail Relnfomement 6005 T5 At .065^ 7.375 uLq 772 0 0 7.Oz0" 27 71OX114PPA 910 x 1-1/4°'PH.PH BOB(Monorail Screw) 410 SS I .590" 281 61644 Weatherstrip,.187'x.270'Fin Pile 065 I os0' -�{� 070" 050 29 61719 Weatherstrip,-187°x.220'Poly Pile --7 1231' �- - 1.000° Ii3 FT RAIL LIFT RAIL 30 #8 x V Ph.PH SIRS(Interlock Mounting Screw) 410 SS_ 13 8 TIIIMFT INSERT 114VER MEETING RAIL 15 FIXED TRACK 16 SASH RAIL t9 IJNTERLOCK 20 INTERLOCK COVER- i 31 MG12PPA 1#8 x 3-112'Ph.PH SMS(Ftxed Meeting Rail Screw) 41085 1 32 71669SP Meeting Rail Screw Support Plate 6063 75 AI 33 720210 Weep Hale Cuter PVC .300" .316' 34 720187 installation Screw Hole Plug PVC 664° 17S 37 720197 Auto Lock G Steel ��----tt-- .750" .754^ .716^ .715 38 720199 Sweep Lock Cast Zinc I� 39 720198 Auto Lack Cover Assembly Cast Zinc o .026' --•jZ;j .o3r --0--� �^1 1•ta6° � •ate° D ... 41 7202DD Auto and Sweep LocOK� o and Sweep Lock Screw) SS Cast Zinc O BEADI IG ING SCR EEN EEN FRAME EXTRUDED L1GHT SAS= /�STANDARD 72 O 81 SCREEN FRAME 21 REIN FORCENENT REINFORCEMENT 42 76X34PPA 1#6 x W4"PH.PH SDS(Keeper Screw) SS 43 7612FPTX 1#6 x 1/2'FPH Tek(Relnbreement Screw) SS 070" j - 44 Leadstile Top Comer Key Nylon -711 1.184" 46 Leadstile Bottom Comer Kay Nylon f 07� 094" 46• - LookstileTopComerKey y Nylon " •070• .791"L 1.036" ,•L 1• i 1220' 47 Lockstile Bottom Comer Ko Nylon 810" TTT, 730^ 164' 074° 48 720204 Wheel --_-... Nylon T t^•- •150' 1.331" (�- 1.340° [-- --- 1.340" 72 620135 mi.I.G.Bead PVC T HD 6p�Fi I STAN0AR0 HD MEETING HD HR MEETING PRODUCT REVISED I 74 Sackbedding,GE 7700 or Dow 791 80icone 23 REINFORCEMENT 24 MEETING RAIL O RAIL 26 RAIL rZ� !7 MONORAIL as complying with the Florida I REINFORCEMENT REINFORCEMENT REINFORCEMENT• Cod 75 T1884/5 Setting Block /8"x 2'x Iffi 85+1-5 duet- EPDM Nop-No- 0 17-0411.08 80 81011 Rolldomed Screen Alum expliation gate 9/24/2020 81 61012 Extruded Screen Fiume Alum �` Y LYry 7j7r� Re1'� 00� Rev cla e 0�.....,N JR 03/27/17 NOWANGESTHIssm"'r. g I 82 Extruded Screen Spreader Bar Alum � 1� 'ttOENyF ��� i MIa rout n i Doft 83 47042W Screen Comer Key with Pull Ring PVC Q,•' ';� R'rA1ed� Be�eF01 84 47041 W/CKGLB Screen Comer Key No Pull Ring PVC * No.58705 ; 85 7CASPM Tension Spring SS = *- O eeocrtp8om. pro"rr '� 86 61816G4a Screen Cloth, Fiberglass p': 3 �) ' WINDOW EXTRUSIONS&BOIL J ROSOWSKI 87 61635161614 .14W Screen Spline(MachinelHand Roller!) Vinyl �O,r•., TE .'�k7; 1070TECHNOLDOY DRIVE TeaN.VEN !late: %,C�ss•��OR1DP-.• , 143'276 HORIZONTAL ROLLER-LM 05/15/15 ITEMS#5.12,10.35,36,49-71 8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.NOTES: ��7��NAI.�?�`� caPrRx, o a3n iNdrsrwEs,wa Serlav~.L- Seale: sheen vm fag M. Ron. I 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.tR'Ml LALLt'R'P"E' CERT.OFpUTH,/#B2ea HR-5510 NTS 17 OF 18 M D-HR5510-01 B P.E.C5a705 t . SASH TABLE29: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WTfFI DETAILS ® # Part# Desulptlon Material 1 INTERIORAND EXTERIOR FRAME WELDS 100 7MC7024 Multi-Pant Leak Operator Cast Zinc 19 42 105 O 101 73340 OperatormountrlgPlate Steel 102 72015 Multipoint Lock Keeper Aluminum 4g ATTACHEDTO 103 720214 MultipointL.ockGuide Nylon j I EXTERIOR SASH RAIL 104 220217-221 Tie Bar(Length Varies) Stainless Steel 105 71024X12HFX#10 x 12'HH MS Stainless Steel 1 106 78X1FPAX #8 x V Ph.FH SMS Stainless Steel 72 X4 j 107 78X75FPTX 48 x 314"Ph.PH SOS Stainless Steel p 1 i 19 17 - ATTACHED TO j 30 FRAME JAMB 27 r6 EGRESS LOCK 37 DETAILS �� 40 (NOT TO SCALE i--IwT OR 84 86 . / � - 104 187 Tif /'' `�• '. OPT.AUTO LOCK 9e 45 PRODUCT REVISED 20 ATTACHED TO as complyi 9 with the Florida \ 48 1 FRAME JAMS BUOA-Nliding lode NOMNo. 17-0411.08 42 t 101 Expiration onto 09/24/2020 16 By Mland a rodeo Control 82 OPT. 7P I I X4 1 40 102 -! \ 41 \ - 47 I q2 .O OPT.SWEEP LOCK ATTAEDT FRAMEJAMBO ® i OD OR Oi is ® 1070 TECHNOLOGY DRIVE ' 1 MITERED FRAME WITH ® N.VENICE, FL 34275 INTERIOR AND EXTERIOR • FRAME WEDS 700 (941}-480-1600 II III HIS CERT.OF AUTH.#29298 I SCREEN �•� 10 LYAI/ ,, Revsed er Dofe Rev*`: ASSEMBLY N�' !V� JR 03/27/17 NOCHANGESTHISSIieE7. DETAILS - ��.' �icENSF•.!4 if P:� '.C"P� Revised 6Y Dafa: Revislom. {t• No•58705 83 OR 64 33 l --D Ah� ••�* DesulpVort: Drum Ry: j G EXTERIOR FRAME ,j0p ATE F :��� EXPLODED WINDOW VIEW J ROSOWSICI f € ASSEMBLY j �:��iS 'FCO1?!4?•'�G�,.� HORIZONTAL ROLLER-LM 05/15/15 NOTES: DETAILS �, I ''�S�ONAL 1)CLASS AND SOME PART'S/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. �: /!!!1 t `11 T 1T Sedea/ModeL• Smle: Sheet• Drexing No, Rev. 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A. RE HR-5510 NTS 18 OF 18 MD-HR5510-01 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 68. P.Eg56705 3g t MIAMI-a MIAMI-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 .NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued undef the applicable Riles 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(AIM. 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 f°SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Squall Missile Impact Resistant 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#16-0714.03 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 Manuel Perez,P.E. MfAMFDADE.. COUNTY Expiration Date: July 30,2020 w 6 y2011/ /17 ApprovalDate: Piovember30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTT''I 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. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Manuel ere P.E. Product Contro x iner NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(co=wED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINTED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGias®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. 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. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. 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 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and iring on 07/3 0/20. Man Pere P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE ANCHORAGE EXAMPLE I PRESSURERATING IMPACTRATING EXAMPLE FOR 28-1/8'MAX.O.C. 21-518" FOR ARCH-TOP RADIUS-TOP 54'MAX.BUCK WIDTH MAX.O.C. HEADER, M,FOR ALL �DESGN RIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12°MAX.FROM LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT i-'—� �� 30" 12"MAX. / WINDOW TYPES) FOR ALL FRAME SEAM WINDOW TYPES) SHEET 3~- --�B,SEEMAX.O.C. / 52-118"MAX.BUCK WIDTH 10"MAX.FROM SEE SHEETS 1-114" J A,SEE!--. -'T'-1 12'MAX. FRAME SEAM D,SEE _ _-� B&9 B.SEE 30'MAX.O.C. � SHEET 3 FIXED VISIBLE * / SHEET3 -I-+�-I--12"MAX' i I _L SHEET4� I LIGHT WIDTH _ I B,SEE --_-- 30•MAX.O.C.-� 12'MAX. C,SEE .-Y.� A.SEE r' 12'MAX. I I SHEET 3 �— SHEEf3t j FIXED SHEET4i I EQUALLY I I / VISIBLE T A.SEE - 1 IS"IAX 17-7/8"MAX.O.C. SPACmLIGHT 17-718'MAX.O.C. SHEET3EQUALLY ANCHORSPER HEIGHT EQUALLYSPACED TABLES 9-11 .O.C. ANCHORS PER I / 91.X. SPACED TABLES 9-11 I I / MAX. ANCHORS PER I I �• O I I 62• Q I BUCK O 84" 2� BUCK TABLES 9-11 I I - HEIGHT MAX. I HEIGHT -� MAX. T 10"MAX.O.C. BUCK AS SHOWN X I 10"MAX.O.C. BUCK HEIGHT X I I Q 10"MAX.O.C. X I !1 HEIGHT 1 X I Q (91.78' —L - I — MAX.) EQUALLY /--- 13-314"MAX.O.C. EQUALLY L---/7 SASH 13.3/4"MAX.O.C. EQUALLY / 13-314'MAX.O.C. SPACED I�- SPACED / VISIBLE i SPACED L----/---- -- SEE ANCHORSPER ANCHORS PER LIGHT ANCHORS PER I / + SHEETS / 1 TABLES 9-11 I / A TABLES 9-11 / HEIGHT TABLES 9-11 / A 8&9 C 1 j Al J I 6.1/2'MAX. s-1rr n1Ax. s-1Iz•MAx NO ANCHORS ATSILL NOANCHORS AT SILL _JNO ANCHORS A7SILL 1 D 1-1/4•• J B f---J B I SEE SILL WEEP- SEE SILL WEEP- S�- 54"MAX.BUCK WIDTH -�- NOTCH DETSEE SILL N S, SASH VISIBLE NOTCH DETAILS, 54"MAX.BUCK WIDTH - - NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. ELEVATIONS............................................_........... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGIBOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE 1-1/2°THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES........ B-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES.......................... 11 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST...................................12-13 7)DESIGN PRESSURES: CODES I STANDARDS USED: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT RE VISE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI SI OO-12 ..—plying��� F��ti 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •alsc360-10 Bai ene r Couc A�epr4 4 17 tza3a•o520'!�SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM I UAL •�• pdLe 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\ i, Revlslon: ANY LYN/yM/.,�� UPDATED TO FBC 2017.-JR- B° USER INSTRUCTIONS: ���•''�10ENSF'•,1��:� Mani adoPmdutl 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Nfto '•� % 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _�•; •58705 1 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = *l ZI 7� -F 0rar'^BY' PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ="0: '�rr77 i= 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. .*- r�'•�� N.VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR ���'.. S TE O (V. 770e: Dote: YOUR OPENING'S CONDITION FROMTABLES2 OR 3,ANDTHATALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. %� '•,;c(ORIDP.•' ��� (941}480.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. "iSs/ •.. •' ��G'�� copYPoGM 02MT ',,,'DNAL11 1\ PG MWTRES.INC. Sa ey�ModeL• Scale: SAeet Dmwn9 No. Rev NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A LYNN I11�LER`P.E. ALL Rloxi9 RESERVED INTEGRAL FIN OR EQUAL LEGIBOX). P.E.#58705 CERT.OF AUTH.#29296 SH-5500 TUTS 1 OF 13 MD-SH5500-01 B TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Elated from Exterior to Interior) Design Pressure Types Options Configa Shapes Installation Options that may be used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 7/8"Laminated I.G.:1/8"A Exterior Cap+7116'Air Space+5116"Laminated;(2)Liles of 1/8'A Glass with.09D'PVB Intedayer 4,5 6 6 7/8'Laminated I.G.:118"T Exterior Cap+7/16'Air Space+6116'Laminated;(2)Utes of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ....into 2X Wood Freme/Buckstrip-sheet 3,option 1 Equal-Life, Square/Rect., into Concrete/CMU-sheet 3,option 2 7 7/8'Laminated I.G.:3116'A Exterior Cap+318"Air Space+5116'Laminated; Lites of V8"A Glass with.ow PVB Inleria er 4,6 6 Flange Through the frame p' P (2) >' #2) 5-16 Oriel/Provtew Arch-Top& of the window:'-:. 8 7/6'Laminated I.O.:3116"T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ( &Cottage Radius Top ---.through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 9 7/8°Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5f16'Laminated;(2)Lites of 118"H Glass with.090"SG Intedayer 7 7 ....into Metal-sheet 3,option 4 10 7/8"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Lites of 1/8'H Glass with.09D'SG Intedayer 7 1 7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 2 Lites of 119"H Glass with.090"SG Intedayer Box/ Equal-Lite, Arch-ep& Through the frame ....into ConcretalCMU-sheet 3,option 2 11 7!B'Laminated I.G.:3/16'A Exterior Cap+3/8"Air Space+5I16'Laminated;() y 7 7 � g Equal-Leg 5-16 On College Arch-Tap of the window...... through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 12 7/8'Laminated I.G.:3/16"T Exterior Cep+3/8"Air Space+5/16'Laminated;(2)Lites of 1/81 H Glass with.090°SG Intedayer 7 7 (#4) &Cottage Radius-Top 13 7/8"Laminated I.G.:1/8'A Exterior Cap+5116"Air Space+7/16"Laminated;(2)Lites of 3116'A Glass with.090'SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Freme/Buckstrip-sheet 4,option 5 Equal-Lite, SquarelRect.,integral fin...... ....into Metal-sheet 4,option 7 15 718"Laminated I.G.:3116'A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Lites of 3/16"A Glass with.090'SG Intedayer 7 7 J-Channel P #1 5-8 Ori Cottage Arch-Top 8 ,,,.into 2X Wood Frame/Buckstri sheet 4,option 6 76 7/8"Laminated I.G.:3/16"T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090'SG Intedayer 7 7 ( ) &Cottage Radius Top Through the(rams P- P of the window...... ....into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME 1 GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood FramelBuckstrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal4 ire, Square/Rect.,integral fin...... Min.Edge Min. Integral Fin e9 into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment THE HVHZ ABOVE 30'. (3) 5-8 OrieVProuew Arch-Top& Through the trams ---into 2X Wood Frame/Buckstrip-sheet 4,option 6 &Cottage Radius-Top 9 P.T.Southern Pine(SG=0.55) 7/16" 13/8" of the window...-.. ----into Metal-sheet 4,option 8 #10 SMS Steel,A36' 3/8" 0.050" 'MIN.OF 3 (steel,0 S,S.S. Steel Stud,A653 Gr,33' 3/8° 0.0451°(18 Ga.) THREADS BEYOND THE FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 1,1 S.S.) 'A"=ANNEALED A Aluminum,6053-T5• 3/8" 0.050' METAL O O "TH"=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7116" 13/8" SUBSTRATE. =TEMPERED 3/16"steel UIVaCOn Concrete(min.2.85 ksi) 1° 1-3/8' VB "UNGROUTED �i/ Y KURARAYTAMERICA,INC. Ungrouted CMU,(ASTM C-90) 2-11T 1-1/4" CMU'VALUES P.T.SouthernPine(SG=0.55) 91161 13f81 MAY BE USED "$G"_.090"SENTRYGLAS® #12 SMS Steel,A36• 3/8" 0.05W FOR GROUTED %/�� J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel, S.S. Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Ga.) AP AMERIC APPLICATIONS. '- O O A INC. or 4100 S.S.S J g S Aluminum,P ne(SG• 31. 1.3/8" lu EQUAL-LITE ORIEL COTTAGE 1/4°steel Ulhacon P.T.Southern Pine(SG=0.55) 1' 13/8" 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 13/8° 1 FIGURE C:FRAME SHAPES 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1° 1318" BUCK WIDTH BUCK WIDTH —-I BUCK WIDTH f►— FLANGE BOX OR EQUAL-LEG Concrete(min.2.85 ksi) 1' 13/4° — ---- '-"-- ---' 1/4'steel Ultmcon i C Ungrouted CMU,(ASTM G90) 2-1/2° 1-1/4° _ _ _ Material Min.Fy Min.Fa 1/4"steel Creteflex Concrete min.3.35 ksi 1" 13/4° O O r O T Steel Screw 92 ksi 120 ksi 1/4"steel Uitracon Concrete(min.2.85 ksi) 2-1/2" 1314" w 18-8 Screw 60 ksi 95 ksi Concrete(min.3.35 ksl) 2-1/2 1-3/4" Y Y W Y O= 1/4"steel Creteflex o O = o w 410 Screw 90 ksi 110 ksi D Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" � u Concrete min.3.275 ksi) 1-1/2° 13/8" 1m1 m w m x Elco Aggre-Gatorm 57 kai 96 ksi re 1/4°steel Aggre-Gator Growled CMU, .3.27STM C-90) 2° 2° 1 i i i - Elco UltraCar� 155 ksi 177 ksi RECTANGULAR RADIUS-TOP ARCH-TOP 41006-TSElc uminuCrateFlez® 127.4 ksi 189.7kai 6063-T5 Aluminum 76 ksi 22 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 kai PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 Ike: ksi Es canpty➢ug with the Florida Group Anchor Substrate Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6 70. BolldmS Code Distance Embedment I I Acmptmce trio l ��� /yr Ravision: xpirati n Dme E 2-1/27 x.131"Common Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/16" �� �tJY LYN11/M 2-112"Ring-shank Rooting Nall P.T.SouthernPine(SG=.55) 3/8" 2-7/16" "e�;:''�10EN$F'•%(��� ANCHORS RE-GROUPED. M;,, DadeProdacrCwdral - P.T.SouthernPine(SG=.55) 1/2' 13/8" Q: -JR-06/06/17 (J #10 Trusshead SMS -T 3l8" 0.050° * No.58705 (steel,1& S.S. Aluminum,6063 .*= j Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) - = Description: ao"'"W. 410 S.S.) F Steel,AM 318° 0.050° _� = (, = 107oTECHNDLoovDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI T. IN.OF 3 THRE p f w P. Southern Pine(SG=.55) 9/16" 13/8' ADS ���'•• STE N.VENICE,FL 34275 O ((/ 7ater _ #12SMS Aluminum,6063-T5 3/8" 0.063" BEYONDTHE �OR1OP.•'• \�� (�11a8o-1600 (steel,18-8 S.S. METAL ' sS-0••• tJG�� COPMe�o�t� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Steel Stud,Gr.3W 3/8" 0.050" / E or 410 S.S.) SUBSTRATE. /////1N1111A�-111ttt�x AM�N�es INC Seriae/Model: Scale: Sheet DmWg No. Rer. Steel,A36• 318" 0.050" A.LYN/JMILLER,RE SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.029M INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEICMU- BUCKSTRIP INTO CONCRETEJCMU. OPTION I EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT W MAX SHIM 16 8 14'MAX SHIM FRAME INTO 2X WOOD I 1 1 FRAME OR BUCKSTRIP. SASH VISIBLE WIDTH 17 EDGE DISTANCE 2 THIS SHEET, EMBEDMENT 18 LIGHT SEE NOTE EDGE FLANGE FRAME y DISTANCE SHOWN I t J 44 BALANCE TYP.ANCHOR TYPE VARIES TYPE, --LI14'MAX TYP.ANCHOR TYPE, 42 WITH SASH EMBEDMENT SHIM EMBEDMENTAND WEIGHT 54 Typ.ANCHOR TYPE, EDGE 31 DISTANCE D 2 EMBEDMENT AND EDGE DISI ANCE PER I' STAN DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE S613STRATE, O DISTANCE SEE TABLE 2, EXTERIOR SEE TABLE 2.SHEET 2. SHEET Z 18 SEE TABLE 2,SHEET 2. 87 t�D�o ID FIXED VISIBLE 4 FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH E UAL __� VISIBLE LIFT RAIL FRAME 2 BUCK WIDTH FRAMEE./Box L LIGHT NOTES: SHOWN SHOWN HEIGHT FOR ALL WINDOWS I ANCHOR @ 3.55- HORIZONTAL SECTION A-A 48 FROM END AND AT 1)USE ONLY 49 21 SUBSTRATE-APPROPRIATE CENTER. ANCHORS LISTED ON TABLE 7, 22 FOR WINDOWS EL D. OVER 36'WIDE. SHEET 2.FOLLOW EMBEDMENT AND DADS APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STU 72 EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL-SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2_ ADUADDITIONAL INSTALLATION OPTION SHOWN MAY SCREWS@116-W 14 45 46 47 35 FROM END, BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 114"MAX. BOTTOM LOCKS: SHIM #10OR#12STEEL 1/4'MAX SUCK 50 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT USED INTO WOOD AS PER TABLE 2. SMS(65).SEE SCREWS @ 8-3W SHEET 2.ALL WOOD SUCKS LESS 65 FROM END. 00 TABLE2, 0 30 T THAN 1-1/2'THICK ARE TO BE SHEET2. SASH CONSIDERED JX INSTALLATIONS,1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD SUCKS 16 DEPICTED AS 2X ARE 1-112"THICK 86 t- USE EITHER OR GREATER.1X AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED EQUAL (2)1- 81 in 64 BOTTOM LOCK. To PROPERLY TRANSFER LOADS TO *TESTED UNIT THE STRUCTURE.WOOD BUCK LEGIBOX INTERIOR 31 WEEP LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE FRAME NOTCHESAT 84 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ID INSTALLATION PRODUCT REVISED ALSO REFERRED TO AS DAYLIGHT 6P-TION 4 OPTION 4 -�mops�iw Fwi& 67 OPENING)IS MEASURED FROM ANCfFo_REDTHROUGH ANCHORED THROUGH BwtdiDs 1/4'MAX SHIM BEADING TO BEADING. FRAME INTO METAL A—VtO 0 I METAL , -rD4T� � EQUAL-LEG/BOX Ij,,,FRAMEI pDat. FRAME SHOWN R.VF.;dn.- !� LYIVA( 'y C act 7 X 16,2 mim Ui s, .27' 11 NO ANCHORS WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS No.58705 PH FLANGE OR VER @ 'OVER —Tb �MtOIW S K I W'r 38 2.87-FROM EQUAL-LEG WIDTH Ddptbn. EACH END. FRAME SILLS @SASH:SUCK WIDTH-6-1/7 @ FIXED LITE:BUCK WIDTH-4-318* z 1070 TECHNOLOGY D FLANGE&EQUAL-LEG/BOX FRAMES STATE OF -* I . �e_ N.VENICE,FL 34276 role., Date: HEIGHT(EQUAL 05/15115 -LITE) (941�48D-1600 0 SINGLE HUNG WINDOW INSTALLATION LIVI BUCK HEIGHT12-3-15116* q. ..... \,N �, — VERTICAL SECTION B-B 10NAL IF,',':' Copmolnoxv N.. w. PaT DdUSMES,INC. Sed-lAfodeh s-k Sheet Dmwing A.LYNN MILLER P E ALL RIGHTS RESERVED SH-5500 NTS 3 F13 MD-SH5500-01 B* P.E.0 58705 CERT.Or AM.#29296 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. I'FEDGE DISTANCE FIN IN TO 2X WOOD FRAME OR 14"MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE V 16 SHEET. TYP.ANCHOR TYPE, LE SASH 'S" 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT FRAME DISTANCE PER SUBSTRATE, W. SHOWN SEE TABLE 2.SHEET 2. =E� (SCREW SHOWN) 44 TY BALANCE PE VARIES 00 EMBEDMENT t-114"MAX SHIM 42 WITH SASH TYP.ANCHOR TYPE, DISTANCEEDGE WEIGHT EMBEDMENT AND EDGE 3 1 L�..JLJ DISTANCE PER SUBSTRATE,SEE TABLE 3,SHEET 2. 18 (MAIL SH EXTERIOR TYP.ANCHOR TYPE, OWN) 87 INTEGRAL EMBEDMENT AND EDGE =r' I — FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP J-CHANNE L 1 LIGHT FRAME SEE TABLE 3,SHEET2. VISIBLE LIFT RAIL FRAME L SHOWN (NAIL SHOWN) LIGHT NOTES: SHOWN HEIGHT FOR ALL WINDOWS yy I ANCHOR @ 3.55- BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 AND E 114"MAX. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 2. 45 46 SCRFWS916-3/W INSTALLATION OPTION SHOWN MAY FROM END. BE USED ON ANY SIDE OF THE BUCK s FOR WINDOWS WITH WINDOW. 1111 OR1112 STEEL HEIGHT 50 16 BOTTOM LOCKS: 1/4 MAX. ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE UUUU USED INTO WOOD AS PER TABLE 2. SHIM SCREWS SMS(G5),SEE as 30 T_ FROM END- SHEET 2.ALL WOOD BUCKS LESS THAN I-1/r THICK ARE TO BE ❑ TABLES 2&3. SASH CONSIDERED IX INSTALLATIONS. SHEET2. EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF LIGHT HEIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO 1�3 LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 86 16 OR BOTTOM DEPICTED AS ZX ARE 1-1/2'THICK OPT. OR GREATER,IX AND 2X BUCKS LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED (2)1' 8 65 63 TESTED UNIT FIN AND/OR 31 30 TO PROPERLY TRANSFER LOADS INTERIOR LOCATION"6-518* FLANGE REMOVED WEEP FROM SASH END. TO THE STRUCTURE.WOOD BUCK IN-FIELD DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME II 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED INTEGRAL FIN 114*MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL �—PlYing�itb tht Flucida BEADING TO BEADING. GE REMOVED) Building Code SHIM 1, ,,!INTEG FIN INTO METAL (INTEGRAL FIN/FLANGE 11-0 w I FRAME SHOWN A=ptanwrq.t? (p 27'Xt! EE'-O L� ...... Revislon: E 1m'T'nD ste. 38 WtCOVER 92.1 15Y A4i�ni ad*Product iFROM EACH END VISIBLE LIGHT FORMULAS No.58705 TYP.ANCHORT Y EDGE DISTANCE EMBEDMENT AND EDGE WIDTH DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-64/2" f — Dipu= @ FIXED LITE:BUCK MOTH-4-3/6' 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI Drmrn Di' SEE TABLE 3,SHEET 2- EMBEDMENT �o STATE 0 (SCREW SHOWN) ";<� .* --'?&_ N.VENICE.FL34275 HEIGHT(EQUAL-LITE) 'tORIDN 17ft ........ (841)480-16M INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15116' 0, - SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 1/ZONAL COPYROU020iT INTO 2X WOOD FRAME OR BUCK. 11/111111t% pal- I .1modet.. Scale: sh..L. Drawing No. R�. ALL PJC4fM RESERVED STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. SH-5500 NTS 4 OF 13 MD-SH5500-01 B I P.E.#58705 CERT.CFAUrH.029285 I I I I 718*NOM, WNOM. 718*NOW 718"NOM. 718*NOM. 5/16"A(A PVB I 5/16"AIA PVB 5116"A(A PVB 5/16"AIA PVB 5/16"H/H SG 7116'AIR SPACE 7li6"AIR SPACE--\ 7/16'AIR SPACE 3/8'AIR SPACE—� 318"AIRSPACE— S 3116"A GLASS 1/8"A GLASS 1/8"A GLASS 1/8"T GLASS 3/16"T GLASS---\ EXTERIOR _\ I EXTERIOR 0EXTER[PR EXTERIOR EXTERIOR �l E79_ 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 — 7/8*NOM. 7/r NOM. Tlfr NOM. 7/F NOM. TISNOM. 1 —1 IH 5/16"H/H SG— 5/16'H/H SG 5116'H SG_'__—___\ 7/16'A(A SG——----\ 7116'AIA SG——---\ 3/8"AIR SPACE---\ 5116"AIR SPACE—--, 5/16"AIR SPACE—-N 7/16"AIR SPACE- 3/8"AIRSPACE-- 3/19'T GLASS--\ 1/8A GLASS---\ \I 1/8"T GLASS--\ 1/8'T GLASS--\ 3116"A GLASS--\ —EXTERIOR EXTERIOREXTERI EXTERIO a EXTERIOR OR (7�79 —X GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 7/8'NOM.. 7/16"AIA SG 7116"AJA SG 1/4"AARSPACF�\ 1/49 AIR SPACE Rou- S THRO UGH 3116"T GLASS E 1 "NOM.GLASS F— :I,GLASS TYPES 3/16"6 GLASS--\ WITH J-CHANNEL OR '0 72 7 0 INTEGRAL FIN FRAME.—] <�D EXTERIOR '\a <�D EXTERIOR M\,. GLASS TYPES-5,-1 1 3 76-79 31 "'!i MAY NOT �E.IN PRODUCT REVISED MAY NOT F HVHZ ABOVE 30. EXTERIOR 75 THE 31 ying GLASS TYPE 15 GLASS TYPE 16 A 38 30 Revision: sr Mi, I adWcPWcedmt Fl No.58 --t IF, er. GLAZING NOT Drown 'K=ANN TYP.GLAZING DETAIL 'H'=HEAT STREALED ENGTHENED 1070TECHNCLOGYDRwE GLAZING DETAILS i ROSOWSKI 'T"=TEMPERED 34275 0 . 40 Do 'P "=090'TROSIFOL 0 S TE OF N.VENICE.FLPVB BY KURARAY AMERICA.IN . {941}480-1600 -LM 05/15/15 -SVBG-=.090r'SENTRYGILAd0BY KURARAY AMERICA,INC.0 SINGLE HUNG WINDOW INSTALLATION "",,'ONAL 00' PGTWOUSTRIES,l= S�J-/Modat 500_01 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1.SHEET Z ALL R*WM RMEWW CIS -5500 A.LYNN MILLER SH REA W�g CERT.OF At ITH 0292 TABLE 4: TABLE 5:clam Typo emlwa sash TABLE 6: s class Typaa Design Pressure,lase Das4(gAk0l s 0..) Design Pressure,Ihlit clar Typo4 Design Pressure,lbslils s,s,rae R4m/.LOgI Rarya®wWnd-ow Rw. omaM) tmnemvawxwmnC. s,rae +/-50.0 a Hold shovel upw46 52.125 +65.01.70.0 235 rq."m 11394 +650 -70.0 465.0 .70.0 Re IOLte+ei ROp l Rt For ell idow&sash sizes Standard Crdtape 14.517-15.870 4860 -70.0 465.0 •70.0 R2 va For allwim,mv end a ash dies wn 28 Egiml6m 11.583-74.518 +850 -ro.D 465.0 -70.0 SEE TABLE 9,SHEET 8 FOR staodad PI.Alw t7.3T7-11.582 •050 -MO 40.0 a00 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Twkst 23517-252ae -650 -70.0 +0.0 .70.0 ANCHOR GROUP AND QUANTITY. stwdwd Coltago 2aM-23516 +eso -70.0 465.o a0.0 3T.375 Eg RtF 17.517-20.957 .65.0 .70.0 465.0 .7a0 St d W ad PI - %517-17518 -650 -70.0 465.0 .70.0 Shortest 11.377.14518 +6S0 -70.0 485.0 -70.0 2r Talkst .533-31.011 +65.0 .70.0 + s -70.0 e castwpsto X.517-0582 +es.D -70.0 465.0 .70.0 SMntlwd C4dmpe 23.517-28615 +65.0 -70.0 465.0 .70.0 HEADER ad Eq,.M. 2.517-23516 +650 -m.D +65.0 -70.0 O HEADER SuMwd PrW w 17.517-20516 +650 -70.o 465.0 .70.0 23 ctist-ste 14.517.175te +86.0 -70.0 -0.0 -70.0 23 swW 31.503.35211 +6s.0 -ro.0 405.0 -700 o o Twlau 31se3.3sst1 .esD -ro.D .es.0 ao.o Smnda Cnitapa 26517-31-W +660 .70.0 +05.0 .70.0 a Egea141m 21.517-28518 +850 -70.0 +65.0 -70V MEETINGRAIL 48 smadwd Pmiew n.st7-2os,e .s3o -Tao 465.0 -70.0 MEETING RAIL a �D�n3te a5,7_,7.5,6 6iD -ro.0 +65D deo o 0 Q o 26 ° eusl4ms¢e 125IT-1451e ,66D .00 +65.D -70.0 Q 27 shm l 11.377-12518 +860 -r0.0 465.D -TD.o E TMIOR a Talksl 33.23H_375 4860 -MG 485.0 •Too EXTEIOR v ° SlwdaN CWape 28.577-3T1W +650 -70.0 +86.0 -1aD ° 23 O O 5 Eq.14ft 21517=2 0 518 +85.0 -Too + o -Tao 23 0 JAMB -m Ste 21 511-23 1le +fl5.0 -70.e 9.0 -70.0 JAMB etardad Pmdaw 17.517-0.6le +860 -70.0 4WD -700 EXTERIOR EXTERIOR SASH SASH a HEIGHT eaten Ste 12.617.1516 + -7a0 4es0 .700a HEIGHT eastmste 126n-1451e +M66e -TaD 46s.0 -ro.D shq.l 11.=-1251e +860 -Ta0 +65.0 1-70.0 Tdk 36517-41544 +85.0 -7a0 + A .70.0 Stwdwd 001a 31.517-30516 +65.0 -70.0 465.0 -70.0 O 23 O Egueulm 21.517-31516 +65.0 -70.0 -M.0 -70.0 23 slawnPr4Waw sa517-23510 465.0 .70.0 +65.D -700 - SILL D 82 a,atom sto 2t.517-23.516 -05.0 .70.0 + s -70.0 SILL D Qelom St4 T7.517-21.518 +05.0 -Tao +65.0 -70.0 �� COamm Ste 14.517.1.18 +860 -70.0 +65.0 4 S cumm Sisa 13017-14 510 +65.0 -70.0 +65.0 47.3 Q Shortest 11.664-13.018 +66D -70.0 +65.0 436 Talks) 39.517-41 844 +650 -70.0 +65.D -70.0 asmm see 36.517-36.516 +65.0 -70.0 465.D -70.0 Eg wlN 35.51T-3B518 +650 •70.11 115.0 -710 os 75 Ctars Ste 32517.35518 ♦650 -70.0 400 -Ta0 SECTION DETAIL FOR WINDOWS WITH SWdwdPm"s 29.517.32.51e +ee.o .70.0 46s.0 -700 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 custaoSt. 28.517.28.618 +05.0 -70.0 -65.0 -M.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE 3l -t 255I8.28,516 +85.0 -70.0 465.0 t65 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq.>aI1De 36517-41.844 +e5.0 -lap -M.0 .70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 84 asters sae 35.517.38.516 +65.0 -roD +05.0 -67.3 CONFIGURATIONS) stawwdP Ja 31SIB 35.ste 48aa -70.0 465.0 s8.5 -'Ri�4U(,�REVISED e1.Te Ta:lesl "-41.044 +05.0 1-7a0 485.0 66.5 25 le-plying with th6 FUxidl SEE TABLE 10,SHEET 9 FOR ANC OUP AND QUANTITY. Buiidiilg Code **MIN.SASH HEIGHT=WIN D tl11�� I�MT 50.136 7+cceptaece No� ,�tj E T 't LDatc / r� i� R.W.1bD: By Q�,•' F '•.� Miami ttdePro&ct * N0.58705 _ /�� * NOTES: --10 (� ® Dascrtption: Dram By: 1070TECHNOLocYDRNE DESIGN PRESSURE TABLES J ROSOWSKI ST TE O tc 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �O '. N.VENICE.FL 34275 (P gORIOP,.•''��� Title: 2)FRAME DIMENSIONS ARE BUCK,SASH HEIGHT IS AS PER THE FIGURE. ,/"�SS�ONAL ENG��� 1}-0Bo-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 1 i7 i 111 11111111 POT INDUSTRIES, M SedWIM 1. Soab: Sheet: OraWing Na Rer. ON THE TABLE. A LYNN MILLER,P.E. 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WINDOW-- �, Srsa 7ab17-1T.5t8 +TOA •itDA Yt 3?7-12.Sib aa.D-1m.a a70.0-010.a -7a0-tt0.D •70,Q-tYpD+70.D-tto.o .TD.D-uo.0 LEVEL R3 REINFORCEMENT 25 +70.0-n0.0 +70.0•1t0A +70.0-flap+70.0-t14a sTOMst 0-710.0•70.a 99A *70.0 930 •70A $D.0 asp y7,� f2.577.10.5t8 p.p-nO.D a1D.9-N0.D +70.o mao +70.0-naa +7a.o -no.D Talent 33.2C0-3T.535 Noa-nao No.D-nao NaD-nao •xo.°-naD + p_nD.° $i GLASS TYPES 9-16 n SMRest tt.3T7-t2.518 a7QA-i10A �d $lnr4lettlCoaa98 2e.517-332Q7 •7p.0-170.6 'T09-n0,9+70.D 14Q0 «70.D-t1aD •70.0-110.0 r70,0-it0,0 N SILL (REINFORCEMENTS SHOWN Epud-tao 21517-28,578 •70.0-770-D •79.0-170.0 +]Ob-110.9 •70.6-ttav r70.0-ttOA N0.0-tt0.0 •TOA-it0.0 •70. 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DS77-3Z5153 3 1 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 J 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 J 3 2 3 3 2 3 3 1 3 3 1 3 ] 2 3 3 2 3 7 2 3 3 2 3 3 2 Qw—Sh4 28.517 MEE / 3 1 1 4 3 2 4 3 2 d 3 2 4 3 2 / 3 3 d 3 1 4 3 1 4 3 2 4 3 I 1 3 2 4 3 2 4 3 2 4 3 1 4 3 i a 3 2 62 d 3 2 4 32 4 ] Z STafast 2i.5t8-ffiYS t 3 S t d 3 2 a 3 ? b 3 2 4 3 2 4 3 3 d 3 1 4 3 1 4 3 2 / 3 2 / 3 2 i 3 2 4 3 2 4 3 i d 3 1 d 3 2 4 3 2 4 3 2 d J 2 d 3 2 EWaHIo 38517.41.BW 3 4 1 3 / 1 3 4 2 3 d 2 3 4 2 3 d 2 3 4 3 3 4 1 ] 4 1 3 4 2 3 { 2 $44 2 3 4 2 3 4 Z 3 d 1 1 d 1 3 4 2 3 b 2 3 4 2 3 b 2 3 / 2 81 Q6iemShe 355R-ffi5!9 t 3 ! 4 3 f 4 3 2 1 3 2 4 3 2 4 3 2 4 A J a 3 t d 3 1 4 3 ? 4 J 2 2 4 3 ? 4 1 2 A 3 S 4 3 1 d 3 2 b 3 2 d 34d 3 2 9keaWd%pipes 3381@-35518 4 3 1 4 3 t 4 3 2 l 3 T a 3 2 4 3 2 b 3 3 4 7 1 4 3 1 4 3 2 4 3 2 2 d 3 2 4 3 ] 4 3 1 4 3 1 4 3 2 4 3 2 4 ) 2 i 3 2 { 3 2 SL78 T3kti ••-4L64t t 4 7 4 t i 4 6 2 4 4 2 4 4 2 4 a 2 1 4 3 4 4 ! 4 / t 4 4 I 4 42 2 6 4 2 d / 2 A d 1 4 / 1 / 4 2 b 4 2 4 1 2 S d 2 4 -0 2 pRODLtGTREV1S12'i SEE TABLE 4,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 as w plyL7gWPhthe Finrids Buildlc$(•R13C +t 7 A@ceptmled Into \``vT aN1r LYNN 7i��/ ReNahn: E, irafbn Halo bf,(y� NOTES' : �,t1 ti,ICENO, .fi .. A4iani ade P11t11uc2"' 1)USE THE ABOVE'ANCHOR OUANT177ES REOUtREO........_"TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. �*'� Na.58705 2)USE THE ABOVE IMAX.ANCHOR O.C.SPACING..........'TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. . rz; 1070TECHNOLOGYDRNE ANCHOR QUANTITY TABLE J ROSOWSKI 3)FRAME DIMENSIONS ARE BUCK"MR"-MEETING RAIL. 0, •.. SATE 0 :��� N.VENICE,FL 34275 ",.�' ••- ORIDP,..''�_�" (941)480-1500 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �ifsSf � �� corr�lcuao2m7 SINGLE HUNG WINDOW INSTALLATION-LM 06/15/15 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. lyyyflNAl 1.. ' ALL Wo�R1THMEi p $°Ae�WOf}°I scul.. Sh0°E Drvrkly N.. Rw.' A.LYNN MILLER,P.E. SH_5500 NTS 8 OF 13 MD-SH5500-01 B P.E.#53705 CERT.OF AUTH.#29296 TABLE 10: AnCt—QuaNabp Requlmd fez Arc Grp8 ArcM,G pC ArttwG D lo Axlwr"Tnugpf7ame'trlslit6tbM1 i8'W74p xWae 32`Wie1 36'143& m'WI� ml WWI* 2d"wlae 37 Wift 3rww 4Pnaae wmW St-Y9'Wias te'yfat zrtvl0 3Y Wtle 36'wtle ta-Wid 48'WW 52-tiffWipp 1�' � Jazre Jaro bap Jaro ,Ay, JaroJ3re h.7s7seSa HdgN sa 1111a4pi pp"IMp,- Ranpe°"' md m 4 m o235 EaaH19 11.3w 1 2 1 1 2 t 1 2 2 1 2 2 1 2 2 7 2 2 1 2 2 t t 2 1 1 2 2 1 2 2 1 2 2 1 2 2 112121 t 1 2 11 7 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 T 2 Stmpaato0ap itSi7•t5,87o / 2 1 f 2 t 1 2 2 3 2 2 1 2 2 1 2 2 1 2 2 1 2 1 t 2 1 1 2 2 i 2 2 4 2 2 i. 2 2 S 2 2 ] 2 t 7 2 t 1 2 T 2 2 4 2 2 t 2 2 112 2 28 EgnM4 11.593•td5i8 1 T 1 1 2 1 1 2 2 1 2 2 T 2 2 t 2 2 1 2 T 1 2 1 1 2 t t T 2 i R T 1 2 2 i 2 2 3 Z 2 t 2 1 i 2 t 1 2 2 2 t 2 2 1 2 2 1 2 2 Stal4aaPldeM iL377.11592 2 2 3 2 2 1 2 2 2 2 2 2 R 2 2 2 2 2 2 2 R ? Z 7 ? 2 12 2 2 2 2 2 2 R 2 2 2 2 2 ? 2 2 2 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 Z Z Tabt D5R•27�8 ! 2 t2 2 3 2 2 1 2 2 t 2 2 1 2 2 i 2 1 i 2 Y t T 2 t R 2 ! 2 2 3 3 2 3 3 2 1 2 7 i 2 t 1 2 2 2 i 2 2 1 2 2 t 2 2 StMaaaCpna59 ABW-D518 t 2 t 1 2 1 t 2 R 1 2 2 1 2 2 3 2 2 1 R R i 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 1 1 2 2 2 1 T 2 1 2 2 3 2 2 37375 EaaFne 1T.5R•20.95T 2 2 3 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 T ! 2 2 2 2 2 2 2 z 2 2 2 ? 2 2 Z 2 2 t 2 2 3 ? 2 2 2 2 2 2 2 2 2 ? 2 2 2 2 Sta�i4Rdau %5R•R5f0 2 2 1 2 2 7 2 2 2 2 R 2 2 2 2 2 2 2 2 T 2 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 R 2 2 2 2 2 R ? 1 2 2 i 2 2 2 2 2 2 2 2 2 2 2 2 2 7 2 91one9 t13D-it516 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 1 1 2 t 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 f 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TJksl 27.58l-3I.911 7 3 7 1 3 1 1 3 2 1 3 2 t 3 2 3 3 2 i ] 2 1 3 1 1 3 1 1W2 � 1 3 2 7 3 2 1 $ Z 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 T {Aatan9tra D.sn-a.�a 2 3 t 2 3 7 2 3 2 2 3 2 2 3 2 2 3 2 T 3 2 2 3 1 2 3 1 2 2 3 2 2 3 Z T 3 2 2 3 t 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Sia]aaaCaaa¢ Z35R•D 519 2 3 1 2 3 ) 2 3 2 2 3 ? 2 3 2 2 3 2 2 3 2 2 3 3 2 3 i 2 T 3 2 ? 3 2 2 3 2 2 3 1 2 3 f 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 G EpeHta A5R•D.St6 2 2 i 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 T 2 2 2 1 2 2 1 2 2 Z 2 2 2 2 2 3 2 2 2 1 2 2 1 T 2 2 2 2 2 2 2 2 2 2 2 2 2 2 StnaadPrdee R.SR-D 5t$ 2 2 t 2 2 } 2 2 2 2 2 2 2 2 Z Z 2 2 Z 2 2 2 2 t 2 2 f 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t 2 2 t 2 2 2 2 T 2 2 2 2 2 2 2 2 2 2 Cu9an9ke NSR-17518 3 2 3 3 2 1 3 T 2 3 2 2 3 2 ? 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 R 3 2 2 3 2 1 3 2 3 3 2 2 3 2 2 3 2 2 9 2 2 3 2 2 SMOed 11.377.11510 3 2 7 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 f 3 2 1 3 2 2 3 2 2 3 ? 2 3 2 2 3 2 f 3 2 M1 3 2 2 3 2 2 3 2 2 ; 2 2 3 2 2 TaiCsl M03"35.911 1 3 t 1 3 1 1 3 2 3 3 2 3 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 t 3 2 1 1 2 1 3 1 1 3 1 1 3 Sg9aa4Cpyapa 2&5R-31582 2 3 1 21 3 1 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 R 3 2 213 112 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Eaa4tn 265R-2g 516 2 3 1 T 3 t 2 3 2 2 3 2 2 3 2 T 3 2 2 3 2 2 3 i 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 Z 3 2 2 3 i 2 3 1— ----------- 2 3 2 2 3 2 3 3 2 2 3 2 2 3 2 40 SlatWaPtdaY t26R-21518 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 ? 2 3 2 2 3 2 2 3 2 2 c.d msfz.sl. 11517-R515 3 2 4 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 t 3 2 2 3 2 E 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 Z 2 3 2 2 C1<dom3f<d 125R-N.510 3 T 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 Z 3 2 2 3 2 1 3 2 1 3 2 T 3 2 Z 3 2 2 3 2 2 3 2 2 £ 9Im4CV 71D7-iZ515 3 2 2 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 7 2 1 3 2 3 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 TJust 33218•37576 7 3 1 ! 3 i t 3 2 3 3 2 i 3 2 1 3 2 Y 3 2 1 3 1 1 3 1 %il %22 1 3 2 t 3 2 3 ; 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 23 S4Y4Cr D*W 28SR-MM7 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 Z 3 2 R 3 1 2 3 t2 3 2 2 3 2 2 3 22 3 22 Epei410 DfiR-T4515 $32 1 2 3 1 2 3 T 2 3 T 2 3 ? 2 3 2 2 3 2 2 3 i 2 3 3 2 3 2 2 3 ? 2 3 Z T 3 1 R 3 1 2 3 ? 2 3 T 2 3 2 2 3 2 2 3 3 2 33 22 3 2 2 3 2 2 3 2 2 3 2 2 3 2 7 3 2 3 3 2 2 3 2 2 3 3 2 3 2 1 3 2 3 3 2 2 3 2 2 3 2 23 2 2 / 3 2 f3 22 3 2 2 ; ? 2 3 2 2 3 2 2 3 2 1 3 2 Y 3 2 2 3 2 2 3 2 2 3 2 f 3 2 1 3 2 2 3 2 23 2 23 2 2 1 3 2 1 3 22 3 2 2 3 2 2 3 2 2 3 2 2 3 ? ! 3 2 1 3 2 2 3 2 2 3 2 2 3 Z 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 CiffiamSas 12517 u.si0 3 3 2 t 3 2 2 3 2 2 3 2 1 3 2 2 3 2 2 3 2 1 3 2 i 3 2 2 3 2 2 3 2 2 7 2 2 3 2 2 3 1 S 3 2 3 3 2 2 3 2 2 3 2 2 3 2 2 3 SFeysS 1L377•R576 3 2 3 3 2 t 3 2 2 3 Z 2 3 2 2 3 R 2 3 Z 2 3 2 1 3 2 1 3 2 2 3 2 2 3 R 2 3 2 Z 3 2 3 3 2 1 3 2 t 3 2 T 3 2 2 3 2 2 3 2 2 3 21 Talks) 335R-41.6dd 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 d 2 2 d 2 2 4 1 2 4 1 Z { 2 2 l 2 2 d 2 Z d 2 2 4 2 2 t / ? 2 4 2 2 6 2 2 4 2 2 OW*XeC40 3t5l?3XSSB 3 3 1 3 3 t 3 3 2 3 3 Z 3 3 2 3 3 2 3 3 2 3 3 Y 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 d 2 3 3 f 2 3 3 2 3 3 2 3 7 2 3 EoeHip 26.SR-31518 3 3 1 3 3 1 3 3 2 3 3 ? 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 t T 3 3 ? 3 3 R 3 3 2 3 3 2 BtaNrePtd9w D5R•235t6 3 3 t 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 ] 2 7 3 2 7 3 Z 3 3 2 3 3 T fiR Qc7an61xG 2a5R•D.518 3 2 1 3 2 1 3 2 2 3 2 Z ] 2 2 3 Z 2 3 2 2 3 2 1 3 2 3 7 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 1 ? 3 2 2 3 2 2 3 2 2 3 2 2 C 2am9ae R,6R•2D,518 3 2 3 3 2 1 3 2 2 3 2 2 3 ? 2 3 2 2 3 2 2 jj2 Z t 3 2 2 2 3 2 2 32 2 3 2 2 3 2 3 3 2 t 2 3 2 2 3 2 23 2 2 Custan3ae 165R-R.51H d 2 1 4 2 7 { 2 2 3 2 2 4 2 2 4 2 2 4 2 2 Y 4 2 1 4 2 2 d Z 2 4 2 T d 2 2 9 2 3 d 2 1 R 4 2 2 / 2 2 4 2 2 d IImi-71.518 4 2 1 4 2 1 4 2 2 d 2 2 4 2 2 4 2 2 4 2 2 1 4 2 1 4 2 2 4 2d 3 2 / 2 3 4 27 2 d 2 2 42 2 4 2 24 42 2 d 2 2 4 2 2 4 2 24 2 2 1 4 2 1 4 2 2 4 2 2 d 2 1 4 2 2 A 2 3 4 2 7 2 4 2 Z 4 2 2 d Z 2 d 2 2 Tallest 39.5R-41.664 3 4 1 3 4 1 3 d 2 3 < 2 3 4 2 3 d 2 3 4 2 3 1 1 3 4 f 3 1 2 3 d 2 3 d 2 3 4 2 3 4 2 3 1 1 2 3 { 2 3 4 2 3 4 2 3 6 2 Cu�cmSa9 .HSR-3351$ 3 a t 3 a i 3 4 2 3 b ? 3 d Z 3 t 2 3 t 2 3 q 1 3 4 1 3 A 2 3 d 2 3 4 2 3 4 2 3 t 2 3 4 1 2 3 4 2 3 8 2 3 4 Z 3 4 2 Epaidlp 31517-38.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 Z 3 6 2 3 { 3 3 3 1 2 3 3 2 3 3 2 3 3 2 3 3 2 75 CusanStt9 325R-35.5fe 3 3 / 3 3 1 3 3 2 3 3 2 ] 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 T 3 3 2 3 8 3 3 3 1 2 3 3 2 3 3 2 3 3 2 3 3 2 SfanaaoPtdew D5R-32510 3 3 t 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 2 3 3 2 3 3 2 3 3 2 3 3 2 Cubtam9ae 285R-D5/0 d ] 1 4 3 1 4 3 R 9 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 { 3 2 4 3 2 8 3 2 4 3 2 1 3 3 ; 3 1 2 4 3 2 4 3 2 4 3 2 d 3 2 SMcaSf 25518-IB.5i5 ! 3 / 4 3 t d 3 2 d 3 2 a 3 2 3 3 2 1 3 2 4 3 1 4 3 1 4 3 2 d 3 2 4 3 2 4 3 2 1 3 3 4 3 1 2 { 3 2 4 3 Z { 3 2 d 3 2 EaaH1e .$5t7.41.834 3 4 1 3 4 1 9 4 2 3 4 2 3 4 2 3 1 2 3 d 2 3 d 1 3 4 1 3 d 2 3 d 2 3 i 2 3 4 2 3 d 3 3 4 1 Z 3 4 2 3 4 2 3 4 2 ] 4 2 8i Cu2aaSae 385R-3B516 6 3 1 / 3 t A 3 2 d 3 2 { 3 2 4 3 2 d 3 2 4 3 1 d 3 f s 3 2 4 3 2 4 3 2 4 d 2 4 4 3 t 3 t 114 2 t 3 2 t 3 2 4 3 2 d 3 T Sta14a0 PYdnv 31BI0.35518 4 3 1 { 3 1 4 3 2 4 3 2 d 3 2 4 3 2 4 3 2 6 3 1 / 3 1 4 3 2 4 3 2 l 3 T 4 3 2 4 d 3 4 3 t d 3 1 4 3 2 { 3 ? 4 3 2 4 3 2 a J 2 9178 7a1n1 --/t8/6 4 4 1 4 4 t 4 4 2 6 t 2 d 4 2 6 d 2 77 2 4 6 2 4 4 2 < 6 2 b { 2 4 4 3 4 t 7 d 4 1 4 d 2 4 d 2 4 4 2 d 4 2 4 1 2 PRODUCT REVlSEO SEE TABLES 5&6,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 as cemplyme with t2w F"mMa f3uild;�g Cade Ravisi— Elq O DJIa j - _ '/JIAJ NOTES: `�P��.•'• t-ICENy+f. {��!„ Miami sde Product G4haco 1)USE THE ABOVE'ANCHOR QUANTITIES REOUtRED.._......'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME, .' *� No.587C5 :- 2)USE THE ABOVE lv7RX.ANCHOR O.C.SPACtNG..........'TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. *` W Desanytwn: Dm n 8y: = � N.VENICHNOLOGYDRIVE ANCHOR G2UANTITYTABLE J ROSOWSKI 3)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL D,n'•_ Si TE O ��:••�[/` N.VENICE,F'L 34275 / •• ° 1DP''• (eaN}a6D•N66o SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 4}FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. //isS/ R - G�\\\ corttlwRro2td7 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A ! 111111 qy,Va��yB� Se7ias/6iodeF. Scab: Shee4 rawb Rar. A.LY��IIAILt Ft,P.E. SH-5500 NTS 9 OF 13 D MD-Nlio.m -01 B P.E.N 56705 CERT.OF AUIH.N2B286 TABLE 11: Anchor ouentieea Required for arcntt Gmgp 6 M-G wp 0 N¢kg G—p a 'TAroegh•pr6me"168tageDon 1A'WMg 3SWab 36•mae dPYtWe gSXgde ShttB•Wub SC Wde 24'Vrde 32'12fibs 9G Walq 48•mtlo 48'WAa s-it$'VFde SCWwo 24•w21a 3T•W¢q 33•Y{61e m•mm g6°VAtte 62.48•Wda 94'Wka dpmb ddmn dwnb dome ,umb 3wga dwna dame done dome dbmn .tine J.mb 43gb dvnn done doge demo dgmb GLASS TYPES 9 THROUGH m«Trtw1 eaioe sg3n a s s s S` § a ,a 16 MAY NOT BE USED WITH 6-tJ Gecdrpi6v,nrpue s«nNan)4 x E s f a s z s zg y a '< a s J-CHANNEL OR INTEGRAL Ralht�ltwl Itwga® Pegg 7m) 2� 2� 2� %i 8 m m B m a " FIN FRAMES Zia £gBtlfAe tt394 1 2 1 i 2 2 1 x 2 t 2 2 1 2 2 1 2 2 1 2 S 1 2 1 1 2 2 f T 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2- 1 2 2 1 2 2 1 T 2 t 2 3 St.d.d Ca"p 14bt7.158T0 t 2 1 t 2 ; 1 2 1 1 2 2 1 2 2 1 2 2 f 3 2 1 2 1 1 2 2 t 2 2 1 2 ; 4 3 2 1 3 2 f 3 2 1 2 1 1 2 2 1 2 2 i 2 2 / 2 Z f 2 2 i 2 2 _ 28 Egvgiefe 11.581-td616 1 2 1 / 2 2 t 2 2 1 ; 2 / 2 2 T 2 2 2 2 2 t 2 1 t -2-TT 1 2 2 1 2 1 2 2 2 2 3 2 2 3 2 1 ? t 1 2 2 1 2 3 1 2 2 / 2 2 1 T 2 1 2 2 Shndod P-- 11.;77-11.6� 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 3 2 2 2 2 T $ I 2 2 2 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 Tdl«f 225f7.262ffi t 2 1 1 2 2 t 3 2 f 3 ? t 3 2 1 ♦ 2 114 2 / 77 t 3 2 t 3 2 i 3 2 1 4 2 t 4 2 f 2 t 2 t $12 2 1 2 2 i 2 2 1 3 2 1 3 2 1 3 2 fdtd$420.958.23618 2 2 1 2 2 1 3 1 1 9 2 2 3 2 2 3 2 1 2 1 1 2 2 1 3 2 1 3 2 2 2 2 2 A 2 2 1 2 1 2 1 2 2 1 1 2 1 3 2 1 3 2 1 3 2 37.3T5 £qd . 17.517-2a457 2 2 1 2 2'22 222 2 3 2 2 3 2 2 3 1 2 x t 2 T 2 ; 3 2 2 3 2 2 3 2 2 3 J 3 2 2 i 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 1 SkMmd Pmlau 1d51T-17S18 22 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 T T i 22 222222223 3 2 3 3 3 2 2 1 22 222 2222, 22 2 2 2 2 2 SMdel 11317.145f6 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 3 2 a 3 2 2 t 2 2 2 1 2 2 2 2 2 T 2 2 2 2 2 2 tatgsi 27.563-3t61t 1 3 1 1 3 2 t 3 2 1 3 2 f { 2 1 i 2 1 4 2 i 3 1 1 J 2 1 { 3 i d 1' i q 2 1 4 2 f i 2 1 3 1 i 3 2 1 3 2 1 3 2 1 3 1 1 J 2 1 3 2 Wst-SO 76517.27.58; 2 3 1 2 3 2 2 3 $ 2 3 2 2 4 2 T 4 2 2 4 2 2 3 1 2 4 2 2 3 ? 2 3 2 2 4 2 2 4 2 T J 2 2 3 2 2 3 2 2 3 2 2 3 2 S:af4dN Cggeea Z35TT•1b.55ff 2 3 f 2 ; 2 2 3 2 ? 3 3 2 3 2 2 ♦ 2 2 4 2 2 3 7 2 3 2 2 3 2 2 3 2 2 4 2 Z 4 3 2 { 3 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 dd £quel4ilg 26517.W% 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 2 2 3 2 2 ] 2 2 3 3 2 4 J 2 4 3 2 1 1 2 1 3 2 2 2 2 2 2 2 3 2 2 3 2 2 S 2 SteMaId PIR1aY 17.5f7.20At8 2 2 i 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 Z 1 2 2 2 2 ? 2 2 a 2 2 3 3 3 3 3 3 3 3 2 2 1 2 2 2 2 2 2 2 Z 2 2 2 2 2 3 1 2 3 2 (3mtan 6tra 14517.1t.616 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 T 1 3 2 2 3 2 2 J 2 2 3 3 3 3 3 d 3 3 3 3 1 1 a 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ] Sn4dent 11.3T7-14.5fe 3 2 1 g 2 2 J 2 2 3 2 2 J 2 3 3 2 3 3 T 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 J 3 2 t 3 2 2 E 2 2 3 2 2 J z 2 3 2 3 3 2 }Tenet 3t.56i.J5611 i 3 1 1 3 2 1 3 2 1 4 2 / / 2 1 4 2 1 4 2 1 3 1 1 4 I 1 i 1 1 i Z / 5 3 / 6 2 1 5 T t 3 1 1 3 2 1 3 S $11 2 1 3 2 f J 2J 226611.31.562 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 1 3 1 2 J 2 2 3 2 2 4 2 2 4 2 2 5 3 2 3 3 2 J 1 2 3 2 R 3 2 ? 2 3 2 2 4 2 2 4 2T 3 2 Z 3 2 2 3 2 2 3 3 2 d 3 2 4 J 2 3 i 2 3 3 2 3 2 2 3 2 3 4 3 J 4 3 23t2 J 2 2 2 3 2 2 3 2 2 3 2J 2 2 32 E 3 2 2 ] 3 3 3 3 3 3 3 3 3 2 / 3 2 2 3 2 ] 3 3 3 a 3 3 1 1 3 T 2 J ? 2 2 3 I 2 3 3 2 3 J 33 2 2 32 2 3 2 2 3 2 3 3 3 3 33 3 3 2 f ; 2 2 S 2 2 3 2 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 3 2 3 2 23 2 3 3 2 314316 3 2 1 3 2 2 3 2 2 3 2 2 ] 2 3 3 2 3 3 2 3 3 2 3 2 2 3 2 2 J 2 2 3 2 3 9 3 4 q 3 d 3 2 1 3 2 2 3 2 2 2 3 2 22 3tgwtei 1S3TT•12516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 J 3 2 t 3 2 2 3 2 2 3 2 ; 3 2 3 4 2 4 4 2 4 3 2 1 31 2 2 2 3 2 2 3 2 3 3 2 3 tenet 3330•JT.53fl t 3 1 i 3 2 1 4 2 1 q 2 t 4 2 1 4 2 t 4 2 i 3 i t d 2 1 ♦ 2 1 4 2 1 b 2 I 6 2 j! 2 2 1 3 i t 3 2 1 J 2 t 3 2 1 S 2 7 1 2 1 4 2 6lendmd Wltae 22517-3J3$T 2 3 1 2 3 2 2 3 2 2 A 2 2 d 2 2 { J 2 8 a 1 ] 1 2 3 2 2 4 2 2 q 2 2 S 3 2 6 3 3 2 3 1 2 J 2 T 3 2 2 3 2 2 3 2 2 ♦ 2 2 i 2 £quo 2]61T•265t8 2 3 1 3 2 2 3 S 2 2 2 2 4 g 2 4 3 2 3 / 2 3 Z 2 3 2 2 3 2 2 4 J 3 d 3 3 2 3 / 2 3 2 2 3 2 I $ 2 2 3 2 2 32 3 2Wst 31617-23516 3 2 1 3 2 2 3 2 2 9 3 T 3 3 33 3 3 3 3 3 J 2 7 3 2 1 3 J 2 3 3 2 3 J 3 3 A J 3 3 2 1 3 2 2 3 2 2 3 2 2 J 3 2 3 J3 3 9adP�o4W7.$it•20.6t6 3 $ i 3 2 2 3 2 2 3 2 ? 3 3 3 3 3 J 3 3 3 3 2 i J $ 2 3 2 2 3 3 2 3 J 3 3 3 3 4 3 2 t } 2 2 3 2 3 3 2 2 3 2 2 3 33 3 3Rntan SRa 14517.1tS18 3 2 1 3 2 2 3 2 2 J 2 2 3 2 3 3 3 3 3 3 3 3 2 i 3 2 2 3 2 T a 2 2 3 3 3 4 3 4 4 3 2 1 3 2 2 9 ; 2 3 2 2 5 2 2 3 2 a 3 2 3 i253222323 2 a 3 2 3 J 2 1 3 2 2 3 2 2 3 2 3 6 2 3 4 3 4 d 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ; 3 2 3 t1.3R•f2$t6 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 Z 3 4 2 4 3 2 1 3 2 2 3 2 2 3 2 3 ♦ 2 3 d 2 + 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 a 3 2 3 Tegei 3651T-4f.6K 2 4 1 2 4 2 2 1 2 2 4 2 2 6 2 2 5 3 2 5 3 2 4 1 2 4 2 2 4 2 2 5 2 2 6 3 3 6 3 2 6 3 2 4 t 2 1 2 2 4 2 2 A 2 2 4 2 Z d 2 2 4 2 Sttn4adf nee 11.6TT•3&518 a 3 t 3 3 2 a 3 2 3 4 2 3 4 J 3 3 3 3 3 3 3 3 f 3 4 2 3 d 2 3 d 2 a b S 3 S 3 3 8 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 S 3 4 2 Eq�JSg 26517.31.816 3 3 1 b 3 2 3 J T J 3 2 J 1 3 3 4 9 3 4 3 3 J 1 1 3 2 3 3 2 3 4 2 3 4 9 t44 4 a 5 { J 3 1 3 J 2 3 3 2 3 8 2 3 J 2 f42 3 3 3 3 6teMeV Pmded 216f7.26ki5 3 2 1 3 3 2 3 3 2 3 3 2 3 3 3 g ♦ 3 3 ♦ 3 3 3 t 3 ; 2 3 3 2 3 3 3 t A 3 a 4 l 4 3 3 7 3 3 2 3 3 2 3 I 2 3 3 2 a 3 3 32 1 3 2 2 3 2 2 J 3 2dJ34JJ / 3J 3 2 1 JT2 3 3 2 4 3 3 1 7 J 4 4 A 1 3 2 1 3 2 Z 3 2 3 3 $ 2 3 3 3 a 3 t751T-28.618 3 2 1 a 2 2 3 2 2 3 2 2 1 3 J 4 3 3 4 J A 7 2 1 3 22 4 2 2 4 J 3 4 334 b 2 4 3 2 t ] 2 2 3 2 2 3 2 2 3 2 33 3 3 3 G461an 6aa id.517•tT.6te 4 2 i < 2 2 4 2 2 4 2 x d 2 3 A 2 3 d 3 J { 2 t d 2 2 4 1 2 42 2 il 3 i6 3 4 4 2 1 1 2 2 q 2 2 1 2 2 4 2 2 3 4 2 3 atl 13617-1t616 / 2 t 1 2 2 4 2 2 a 2 2 4 2 9 d 2 a 4 2 3 4 2 1 I 2 2 4 2 2 4 2 2 4 2 J 3 5 2 / 4 2 1 ♦ 2 1 1 2 2 A 2 2 3 / 2 3238ffi4 2 2 a 2 2 8 2 2 4 2 3 4 2 3 4 2 3 a 2 1d 2 2 q 2 2 { 2 2 a 2 3 3 B 2 i 4 2 i i 2 2 q 2 2 4 2 2 A 2 $ 2 4 2 3 Ttlleri ffia17-A16W 3 4 1 3 4 ? 3 4 2 3 4 2 3 5 3 3 5 3 3 6 3 3 4 1 3 4 2 3 4 2 3 6 2 3 6 3 3 6 3 3 6 3 J 4 / J d 2 a 4 2 3 4 3 3 4 2 3 i 3 ONtam&2e 38.SiT-3S516 3 ; t 3 4 2 3 4 2 3 4 2 3 S 3 3 $ 3 J 5 3 3 4 f 3$42 3 4 x 3 5 3 3 5 3 3 5 3 3 ; 3 3 6 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 Egvel4te 36617.36516 3 3 1 3 3 2 3 i 2 3 A 2 3 9 3 3 5 3 3 6 g 3 3 1 3 g i T 3 6 g { 5 3 d 5 I d 9 3 3 3 t J 3 2 3 3 2 3 3 2 3 4 3 3 4 3 75 Glslan Blro 32317-31616 3 3 1 3 3 2 3 J 2 J q 2 q q 3 4 1 3 J t 3 J 3 1 3 3 4 3 4 6 3 { 3 3 4 3 4 4 S ♦ 3 3 1 3 3 Z } 3 2 3 3 2 3 4 3 2Ab17•52518 ] 3 t 3 I 2 1 J 2 i ] 2 d q 3 1 { 3 4 i 33 q i 24 1 3 -0 B 3 a 6 d A 8 4 3 3 t J 3 23 3 2 3 3 2a s3 1 3 CLslgm 612tl 26517-9518 4 3 1 d 3 2 4 I 2 { 3 2 4 3 3 d 4 J d ♦ 3 4 3 1 4 4 3 2 q J 2 a t 3 5 4 4 5 { A q 3 1 4 3 2 0 3 213243 2 4 3 3 q 3 3 6hMci 15316-26516 4 3 t 4 3 2 t 3 2 + 3 2 q 3 3 { 3 3 { 3 3 d 3 7 4 4 1 2 4 3 2 i 3 3 6 4 3 b 4 d 4 3 i { 3 2 A 3 2 J 3 2 4 3 2 { 3 3 t 3 3£quvltdp 3661T-41.b/6 3 4 1 3 i 2 J 1 2 ♦ 4 1 21 4 1 S f 3 A 1 5 1 3 4 S 3 3 9tl 3 4 2 4 4 2 4 6 3 4 6 3 4 5 3 4 5 3 3 1 I 3 d 2 3 4 2 3 1 2 3 4 1 3 { 3 3 4 3 84 bntan Size 356/7-3S51b 4 3 f { 3 2 4 2 4 4 3 4 b 3 q q 3 4 3 { q 2 4 4 2 4' 4 2 4 6 3 5 5 4 4 $ 3 ? { 3 6mndeN pmAcq 3d818-3b516 ♦ 3 1 4 J 2 1 3 2 6 9 2 q 1 J d 1 3 4 4 3 4 3 d 3 1 4 3 2 4 4 2 4 4 3 4 1 J 9 8 4 4 3 1 + 3 2 4 3 2 ♦ 3 2 4 3 2 4 3 2 d d 3 1».78 Ttllet ^-/1544 { ♦ t 4 4 2 { 4 2 4 1 2 4 4 a g 5 a f 5 3 { 4 { 4 2 4 4 2 4 q 2 4 6 3 4 $ 3 8 5 4 < 4 i d 4 2 4 4 2 4 4 24 d 2 d 4 2 d 4 3 PRODUCT REVISED SEE TABLES 7 8 8,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. as cempSyiry;evil@ du Fimixla '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT•50.136 Building CGdz 1477ttllr7j7 «6dp1Iv i •Ofa O,�Tt ..iV,tl/ir R6Welon: Expiration D.l2a `L.n_ �"4y:.•'•LICENS�q:-•.�4r� ` BY h4iaoli adc P7GtieG *: No.58705 NOTES: P 6y- [ ) 4u 187oTECHNtuoGYmwE ANCHOR QUANTITY TABLE ROSOWSICI O s`f TE OF1)FRAME DIMENSIONS ARE BUCK."M.R°=MEETING RAIL. % '•. '�[ `, N.VENICE,FL 34276 - •:jDCOR4L#?•.•''U,\�: (as1}eea1686 rt16: DO; 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �ri�srOly/.><L ' '01 GDPYwcRro2rn7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 d ll f 7 I i i t 11 �T ^* •i S6rVes/Atodeh P.E.B 58705 CER . Seale: Shoot Drawing No. Raw 3)REFER TO TABLES 2,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. ad'RIGMRESE� SH-5500 NTS 10 OF 13 MD-SH5500-01 B T,OFAUTH, 86 3.500' 3.500" 3.500' 3.500• ��--- .062" .062• - - .062" ---�-I� .062" I as� 1.483 ^a 1.483" as 1.483" as 1.4I83" .070• In� `�II y ��J�[�❑-L J-l.��o�❑ ❑ ��o�❑ y I�� .7,5• U70- J- ___ILL.._.. .B,}D1.185" T•� . .625' O HEAHD� B FRAME .625' O FLANGE HEAD JAMBE 7.375 3 FIN FRAME 4 EOUAL LEG FRAME LIGHT SAS I 0 HD SASH F150° 1.375' O HEADJAMB O HEADIJAMB 23 REINFORCEMENT 25 REINFORCEMENT 3.483• 3.483' r{ 3A83' �.070' � mar � .070' mi j - 3.483" -���- .062' -����- .062• DFf .osz• 1 .062' .791' 1.036" 1.041- 1 L .130- D 2.444" ^\ 2.444' 2-�• D D �� 1.331 f•� 1.340" �- aaa�� �D 2444" 8STANDARD 27 REINFORCEMENT d'1-2 HD MEETING RAIL MEETING RAIL O�❑ �Q❑ REINFORCEMENT 0 0 u00❑ 0 2 FLANGE QUALLEG I O FRAME SILL 6r OO FRAME SILL 1.375° Oj SILL�ME O EFRAME SILL1.375 1.215" 1.830° I 1.376° �-T+l 2'1 2.176" 1.472° 1.565 .065" o .065" 1.376" .974' .590' .471" 590" } 34L'T 355' .U50• .050"035" ri BEVELED ALAN 1.000" �+- .060' .070' SASH STOP/ L LIFT RAIL 14 MEETING RAIL 16 FIXED SASH RAIL 17 CE 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER ICIOVER PRODUCT REVISED a complyingwith,he Flodda Building Code 11111/j/ AcmTtm oNo 17_ -(55 C-.riyirarion Dale��Q�. .316" .300• : V10ENgF•'.✓/.!! o .754• .750• _7f;' No.58705 .035' 1070TECHNOLOGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI -►I�-� .025" -# - Description: Dmwn Sr. LAMI IG EXTRUDED ROLLED I %�0.• rARTF� 72 80 81 (�` LORIDP,.••' ��: N.VENICE,FL 34275 RBe: Gate:BEADING SCREEN FRAME SCREEN FRAME A 7ONAL eNG�`:, (ea1N'C0PMGoro2077 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1111111111 PGTPmUSTFUES•IN0. Serie/Model: Srnla Sheet• Orawing No. Rev: A.LYNN MILLERRE �a°"'s`��° SH-5500 NTS 11 OF 13 MD-SNH5500-01 B REA 58705 CERT.OF AUTH.N29296 TABLE T2: - Bill of Material TABLE 12.CONT: #1 Part# 62410t - Description Bill of Material,cant. SILICONE Single Hung Frame Head&.iambs. Material # Part# 2 620102 Single Hung Frame Head&Jambs-Flange PVC 45 Description STRUCTURAL HOT MELT BUTYL 3 620103 0 g Flange 720197 Auto Lock Mec anism Material pays STRUCTURAL SILICONE Sin to Hun Frame Head&Jambs- PVC 48 720t38&9 UTYLENE 114"NOM. FOAM 4 624104 Single Hun F Fin PVC S.—P LOCK C Steel WITH DESICCANT 3/16"NOM. 5 620105 9 ram,Head&Jambs-Equal Leg/Box PVC 47 720195&ti Auto Lock Cast Znc WITH SH/DH Frame Spi-J ChannEt 48 76X1180P Co�rAssembty DESICCANT 6 620Y06 SHlDH Frame Sill- PVC TX+ x t-1/8"ph.FH SDS Cast.Tine EXT.GLASS 7 620107 S Flange 49 720200 Auta and Sweep Lock KeAuto and Sweep Lock Screw) SS EXT.GLASS 8 H/DH Frame Silt-Fin PVC 50 176k34PPA #6 x 3r4^PH.Sweep SDS 62p108 SH/DH Frame SIII-E PVC 5t 42018f UR B ((eeper Screw) Cast Zno 14 62p131 goat LeglBox eteted Tip Latch Comer Key SS Fixed Melting Rail PVC 52 420162 UR Puii Rail I IR Latch Comer Key 16 820129 Sash Rail{Sides,Top 8 Bottom) PVCPVG MT.GLASS 17 U20134 7834PHFL #6 x 3!4"Ph.FH SDS PVC Balance Cater PVC 54 420t83 (Comer Key Screw) SS 7s KOD(SPACE INT.GLASS 16 620133 Sash St Sc Pvc Tlt Latch O SUPER 19 620158 CO�r 420i&i TiFt Latch Retalner PVC 4SG,TPS 17 Putt Rail interlock PVC s6 720207 1"lilt Latch Spring SPACER® TM 20 62p144 Putt Rail intedock Cuter 6005 T5 At PVC N 21 620157 57 420186 Plastic Till Latch Floger pull Beveled IntEdock PVC 58 720192 �22 620145 Beveled[Itedock Cuter BOOS T5 At Metal Tilt latch Ft er pull PVC ALUMINUM 23 59 420780 Pitoi Bar Comer Key Cast Znc REINFORCEMENT Sash RelrrforcemeM Pvc 60 POLYisO- 25 620152 HD Sash Reiniamement 6063 T6 Al 63 7� Pilot Bar PVC BUTYLENE DESICCANT FILL AREA 26 620153 Standard Meeting Rail Reinforcement 6Os3 T6 AI 64 720191 Sash Pint Handle SS 5116^NOM. 27 620154 720194 Sash PU(i Handle With Latch Assembly Bi1TYL$ SEAL 5/16"NOM. HD Meeting Rail Reintarcemerit 60Q5 TS Al Cast Znc DESrcCANr- sRICDNE SEAL 61644 7834FPT #8 x 314"Ph.FH SDS(pup Handle Screw} Gast Znc FOAM ROLL-FORMED WeathersMp,.187"x.270"Fin Pile 6005�'Al 424788 STAINLESS STEE f 31 64300 Weatherstrip,.190 x.300"Foam Bulb Bottom Latch Strike Plate ss EXT.GLASS I! 32 617t9 778586 #8 x 518"Ph.FH SMS(Strike Plate Screw} Cast Znc Weatherstrip,.187"x 220"PdyPile Flex PVC 72 720t35 EXT.GLASS � 33 61825 Weatherstri PI Lami I.G.Head SS 35 78X1MTIT F ` ' n"FinsEal 74 Backbedding,GE 7700 or Dow 791 PVC #8 x 1"Ph.PH SDS(tntedock Mounting Screw} 75 71646N 36 78X3THPX #8 x 3"Ph.PH MS 3eiting Htock(718"x!•x 1/8"),85+/_5 duro. Silicone 37 71669SP (Meeting Rail Screw) 6t0t2 Extruded SCreEn Frame EPDM INT•GLASS Meeting Rail Screw Sappart Plate 410 SS 81 61011 INT.GLASS 3s 7202t0 Weep HOIe Cover 6483 T6 AI Roll-Formed Screen Frame Alum 7s Du_( SEAL R 40 720XrDOp( Cons 82 7CKGLB2T Screen Comer Key for Extruded F Alum SPACER �XL EDGE- 41 taM Force BalancE PVC 83 47042 Screen Comer K ram,X4 #8 x 3B Ph.FH SMS 47041 eY wfth pull Ring X2 PVC 79 SPACER 42 (Con.Farce Balance Screw) SS Screen Comer Ke w thout Pull Ring X2 PVC `(3 720205 sp ral Balance 65 7CASPM Tension Spring Spiral Ha lance Shoe 86 618Y PVC 44 78X114FPAX; x 1-t/4"Ph FH SMS(Spiral Balance Screw} Nylon 6C48 Screen Cloth SS 87 61635161614 .140"Screen spline(Machine/Ftand Rolled) Fiberglass Vinyl Part# Description 76 Kommerling 45G TPS Spacer System Material 77 Quanex Super Spacer nXT with Hot Melt Butyl 78 Quanex Dureseai Spacer See this Sheet Ibr r:oDucrr;Evrs 79 wilt,is compip(n8 the Ftaida Canlinal 34 Edge Spacer Materials Building C�c REFERENCE TESREPORTS: Q�•:.•'—ICSL �/'j•. Rmik Fr � /T D ,T F -87178966&8970 �� ration Lfste 1k. No.58705 :_1a D>, '�lll - r Itr'iami uric TYoducl -AD NOTES �' 1070 TECHNOLOGY gRtYE 0exrrption: STATE OF �� N.VENICE,FL BILL OF MATERIAL(BOM) 1?PVC BY EN ERG!W7NAOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR ' ,•�(O aY. 2)ITEMS#9.13,15,24,28,29,34,39,61,62,68-71,$73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. RIDA,,.•G\51 � {gt1}.t8�T600 rrr,; ROSOW$Kt ENO PART ER IS DE. /,7�NAL SINGLE HUNG WINDOW INSTALLATION- 71 r i l l 11 t� caprrytwrromrr Orsta: A.Ii MILLER,P.E. nrC. se rsa/rroau: LM 05115/15 P.E.8587a5 CERT.OFAUni.929M .9.H-5500 3ccl ' shaetr NTS 12 OF 13 Ill N" Rim. MD-SH55oo-Q1 B OPT.SWEEP LOCK 46 48 OPT.AUTO LOCK OR&- 885 �j: OR 45 55 1 OPT.PULL RAIL 19 INTERLOCK& 22 ORS COVER 56 87 86 35 OPT. S BEVELED MITERED FRAME WITH INTERLOCK I G INTERIOR AND EXTERIOR. - VIR l-\ FRAME WELDS 54 72 X4 X4 r 7 16 2) 53 80 OR@ 0 �Ass SCR�EEN 49 60 OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS 41 __,�DCONSTANT FORCE OR 83 OR BALANCE OPT.PULL SPIRAL BALANCE HANDLE 63 67 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 36 DETAILS - -- ------ EXTERIOR .ice 53 59 --------------------------- 'RODUCT REVISED 5 53 complyingl6th tfle Florida Bu"Lg Code 0!5___------- Expiratian Date Revision: 020 ASSEMBLY FRAME kY LY/V, pt DETAILS NO-58705 owceptrw: JrZ 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY i ROSOWSKI wn 0Y: EXTERIOR DI 0,- 4T T.P�. N.vENICE,FL 34275 7%N Eor NOTES: - rjum- Ddw 'ZORIoN (941)480ISW 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. SINGLE HUNG WINDOW INSTALLATION LM 105/15/15 /"/),�OIVAL COPY"KM2017 2)J-CHANNEL FRAME SHOWN,PARTS#I&5.OTHER FRAME TYPES APPLY. PGTI?40LMTRM%INC. Serf�lModeb No. 3 FOR REINFORCEMENT ES.SEE DETAILS ON SHEETS 6&7. ALL PJGHTS RESERVED B SA LOCKS OR SASH BOTTOM LOCKS. — SH-5500 NTS 13 1500 SASH TOP I"JiLUR,P.E. 0 F 13 Droving S H r -01 4))USE EITHER A.LYN P.E-#58705 CERT.OF AUTHL#29M m v - Plan Review Windows & Doors 1) Need manufacturing installation specifications. 2) Must meet sections-008 and R612 of the 201.7 F.B.C. 3) If.windows are to be installed inside the historical district,they will need to be approved by the historical:committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless otherwise specified. S) This is for replacement (glass for glass) only. if you wish to change from screen or vinyl windows to. glass;then additional information is required, 6:) All windows to wall connections shall be left visible for inspection. 7) All labeling and stickers shall remain on windows until final inspection: 8) .No work shall start without permit first.