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Home My WebLink About18-19394 CITY OF ZEPHYRHILLS 5335-8TN STREET (813)78Q-0020 19394 � _- BUILDING PER�iIT " �PERMIT INFORMATION - LOCATION INFCiRMATION Permit Number: 9 9394 Address: 394'l 8 KENNEDY AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADDIA�T R�SiDENT1AL. Township: Range: � Boak: Proposed Use: NOT APPLICABLE Lot(s): . Block: Section: Squ�re Feet: Subdivision: LlNGOLN HElGHTS Est. Value: Parcel Number: 12-26-21-0280-00000-0470 Improv. Cost: 5,100.00 OWNER INFORMATIQN Date Issued: Name: DAFFRQN ELIZABETH , Tatal Fees: 1 Q5.00 Address: 12222 KELLY LN Amount Paid: 145.00 THONOT{�SASSA, FL. 3592-2752 Date Paid: ' 3/09/2018 Phone: (813 369-1285 Work Desc; INSTALLATION 6 WINDOWS & 1 DOOR S!S CONTRACTOR S APPLICATION FEES CLEAR CHOICE WlNDQWS & MORE INC BUILDING FEE 1Q5.OQ . !y� �� / � I Ins ections Re uired F TER 2 RO H PL B M! lNSULATION CEi�! FQOTER BOND DUCTS(NSULATED SEWER M(SC. ROUGH ELECTRIC LIN7EL MISC MISC 98T ROUGH P�UMB P12E-METER 1NSULATION WA�� MISC. DUCTS 1NSTALLED WATER M(SC DRiVEWAY PRE-SLAB SHEATHING MISC. MISG. CONSTRUGTION POLE FRAtUIE �U11SC. MISC. REINSPECTION FEES: (c)With respect ta Reinspection fees will comply with Florida Statute 553.80 (2)(c)the locat gavernment shait impose a fee of faur times the amounfi 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 additionai restrictions applicable ta this property that may be faund in the pub(ic recards of this county, and there may 6e additional permits required from other governmenta( entities such as wafier management, state agencies or federal agencies. "�1ltarning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If yau intend ta abtain financing,consult with yaur lender ar an attorney befare recorcling yaar notice of cammencement." Complete Plans, Specifications Must Accompany Application. All wark shall be perforrroed in accordance with City Codes and Ordinances. Nt?OCCUPANCY BEFORE C.O. NQ OCCUPANCY BEF4RE C.O. � . �� C TRACT R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN fi MGINTHS WITHUUT APPRt}VED INSPECTIBN CALL FOR INSPECTION - 8 HOUR N4TICE REQUIRED PROTECT CARD FROM WEATHER (� I 1 . _ . - i iiiiii�iiiii iiiii-iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii ' � - 2017182223 - , �� • . Rcpt:1909874 Rec: 10.00 ' DS: 0.00 IT: 0.00 NOTICE OF COMIVIENCEMENT 11/17/2017 K. M. , Dpty Clerk -Permit No. - Property Identificarion No.��p "� �— � oC..�Q '_(7 O�� THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Flonda Statutes,the following information is provided in the NOTICE OF CONIIVI�NCEMENT. 1. Description of properiy(lega[descriptio :) � ��6'� —.(� a a) Streat Address: h• r ( L, 2. General descriptian.of improvements � 3. Owner Information - f - a) Name and address: ��1 Z 0.�� ' o'�� 3��/$- �.��'t h.Pa�,,. J�-,,,P 2-c.vh�•r r h�/l.s �� b) Name and address of fee simple.:itleholder(if other than owner) 33�'2 c) Interest in properiy O(.�n-2�( 4. Con�actor Information 8� �N3IIle 3IIa'�.SCIdI'eSS: CLEAR CHOICE WINDOWS AA1DMmRE,INC.1200 STARKEY R�,5T='I70 LARGO,FL 33?71 b) Telsphone No.: �v)saz-ao�o "' �'a;No.(Opt.) -- �. Sui6t}�IIIfOiiT18L10II -- -- "` - '-"-" �- PAULA S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER a) Name and address: 11/17/2017 08:42am 1 of 1 b) AmountofBond: OR BK �� PG 1�,�� c) Telephone No.: Fax No.(Opt.) � 6. Lender a) Name and address: 7. Identity of pezson witkin the State of Florida designated by owne�upon whom notices or oher documents may be served; a) Name and address: b) Telephone No.: � Fax_No.(Opt.) 8. In ad�ifion to himself,owner designates the foiiov�zng person to receive a copy of the Lienor's Notice as provided in Secnon 713.13(1)(b),Florida Statutes: ' ,;,aJ Name and address: �b) Telephone No.: Fax No."(Opt.) ' 9. :Expiration date of Notice of Commencement(the expuation date is one year from the date of recording unless a diff'erent date is specified): WARNING TO OQ6'NER:ANY PAI'idIE1o1TS M.��DE BY TH�OWNER AFTEIt'��E�XPIRAT�ON OF'THE NOTICE O� � COMMENCEll�1VT A.RE CONSIDERED I11�Af3P�R Pr�yNi�1��T'S�Tl�'BDEYt Cg��T�LR ry23,P_ART 2,SECTION 7i3.13, FLORYDA STp.TLTTES AND C.4N RESbJLi IN YOUR PE�YgN�7C'NICE Ff312 FP�tOV�'�Vf�N'I'�7C0�'��PROPERTY.A NOTIeE OF COMMENCE1VdE1�'P Nd�JS'I'�E�C012DED AND F�57.'E��I�'I'�E JO�SI��E��'I'�FIRST INSPECTION.IF YOU Il�TTFNl3 TO,OBT1iIN FiNAN�ING,CONSiTd.T YOUR LEIrTI9E�t OR AN AT'd'ORN�Y BEFORE COMMENCIN�WORK OR d�CO�DING�OiJ rI0'Y'ICE OF COMMEPIC�NP�N3'. STATE OF FLORIDA � ��, COUNTY OF PASCO � �Sign�OF Owner or Own Authorized Officer/Director/Pazmer/Manager ' �i 2.��:I b�- 'p�+��'v • Print Nasae � 1 �e f oing ins�ument was acl�o�led�ed�efore m�Jis��day of ��J��-� t 1,�� ,20 f� ,by� l�� , (typ of authority e.g. cer, tee,attorney in act)for � (name of party on behalf of h in� �en w e Personal'_y Known_OR Produced Idenrification_ Notary Sign e +r � z Type of Idenrification Produced� I.�yf`J t�!7�� O Name(print Verification pursuant to Section 92.525,Florida Sta��tes.Undar penalries of p�rjury,I declare that I have rea�the foregoing aad tha the facts st te in it are'true to the best of my Imowledge an�belief. FORMS,'NOC.nsd2007 /��j�',,77/��j� Si amre amml Penon Stgning Ayoyc _ i� . .,1Ly :1j1i!"ug�'. CIiR151'INA APdflIIA DUDLEY•GRAY - - .ko� h� • ': MY COMMISSlON#FF238554 - ' '�- '+' �°� EXPIRES August 25,2C19 - :{c►e;,• - - ISCJf 14�7�£�-0'S.3 f1or�Aa��os��y5crvicc.:tmt . � � , - I L � t � � � +��"J, • • S� w�"�ATE OF �!f��l�A,LO�INTY OF PA�C� �' � ' � � �'� THIS IS TO C:�RTIFY THAT THE FOREGQING IS A � � °� �� TRUE/�ND CORRECT COPY OF THE DOCUMEfvT � � b �� "; ° att�, �� ON FILE OR OF PUDLiC RECORD IN THIS OFFICE � � '" - � ��Y`��^''��- ��°'� � :'�` �4..�,,' "'\ jg:i�G'.',�'.4.�"-�=" �+..FJr'�� WITNESS MY HAND AND O ICIAL SEAL THIS ��'.�:.'' 3�.r��i,s.�z:;`�' `�,.�..,. ,� �� , �:;,�., �;. :a��.�v. , .0�r' ` ��_DAY OF 2 � r�� -�. �� ' `': ��y PAULA S O'NEIL, CLERK&COMPTROLLER ��^��;�/N y.;,,,�:Cx ' � ��c-1n�'Y'�,1�' ., [3Y ,� DEPUTY CLE�K 4�`,� �:�.... �,. Submtt.b mEmail.,�- ��."�.Print Form�' s�s-�ao-oozo City of Zephyrhills Permit Application y' ��"` Building Department � Date Received Phone Contact for Pertnitting � 532. - 010 � owner's Name Elizabeth Daffron Owner Phone Num6er �813)369-1285 � Owner'sAddress �9 P(�V/�V 7P �1 ��S OwnerPhoneNumber � V Fee Simple TiUeholder Name Owner Phone Number � V Fee Simple Titleholder Address 1 � JOB ADDRESS 39418 Kennedy Ave Zephyrhills,FL 33542 LOT# 7� r , S susoiwsioN LINCOLN HEIGHTS pARCELIDp 12-26-Z�-OZSO-O0000-0470 � (OBTAINED FROM PROPERTY TAX NOTICE) � WORK PROPOSED n NEW CONSTR � ADD/ALT Q SIGN Q MOVE Q DEMOLISH 1��. INSTALL REPAIR ^j PROPOSED USE r� SFR Q COMM � OTHER �' TYPE OF CONSTRUCTION � BLOCK � FRAME Q STEEL � OTHER DESCRIPTION OF WORK REMOVE&REPLACE 6 WINDOWS&1 DOOR SIZE FOR SIZE BUILDING SIZE SQ FOOTAGE HEIGHT � BUILDING $ cJ,�OO.00 VALUATION OF TOTAL CONSTRUCTION Q ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. Q PLUMBING $ /�].�� ,� , Q MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES QNO i ppp r /��(/l BUILDER � �� W COMPANY 1 O Q SIGNATURE � REGISTEREO Y/ N FEE CURRENT Y/N Address License# I ELECTRICIAN COMPANY SIGNATURE REGISTERED Y 1 N FEE CURRENT Y/N Address License# PLUMBER COMPANY I SIGNATURE REGISTERED Y/N FEECURRENT Y!N Address License# I MECHANICAL COMPANY SIGNATURE REGIS7ERED Y/ N FEE CURRENT Y I N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURRENT Y/N Address License# � RESIDENTIAL Attach(2)Piot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permii for new construction, Minimum ten(10)woricing days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new consWction. Minimum ten(10)working days after submittal date. Required onsite,Construction Pians,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 81 dumpster.Site Work Permit for all new projects.All commercial requirements mus[meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. •"'PROPERTY SURVEY required for all NEW construction. Oirections: Fili out application completely. � Owner 8 Contractor sign back of applicaBon,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over E5000) � " Agent(for the contractor)or Power of Attomey(for the owner)would be someone wilh notarized letter from owner aulhorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(PIoUSurveylFootage) Driveways-Not over Counter if on puhlic roadways..needs ROW � '.__ " "_ 'a_1 - -.�_"''" ..... � -a..e.s_.�.a..�..;.�_. _' ' -. ...� - �:y NOTICE.OF DEED RESTRIGTlOh1S: The undersigned�tnderstands:ihat,$his,permitprttay;.bestibjec#.to°deea"�r�s�ii:ctions";�i;�,�. which,may,be,more.cesfricfive tKan'Caunty:regula#ions `�'Ftie�e�ndersigned°�:ssumesT�spdt�s�biCty4'for�comp1lan�e wnth any h appl;cable cle�id restrtctions. ; , ""`'�_,x`" .'�' ' UNL:ICEMSE�:CONTRACTORS AtdlD'CON'fRACTOR R�SP.ONfSi,I�Il:IT4E3: =1f'�tkie��bvurier�ha§stiiPed�`a�ctin.tractor or � contractars�to undectake work,tiiey,may:;:be,iequi�ed;to be!Iicensed In accordance:wi#h.state„anii;locak.tegulattons:�,lf-,°.tfi��°�' cont�actor ts-not;licensed�as;required tiy'faw, bot}i-the ovrraer'�arid-`contractorrna��ie�ctfe�foft�aa�nisdiefneanor"vlolat�on -. under state law. lf the owner ot intendei!contr_actqr ace-uncertain as.ta what ticer�sing requiremerrts7rrtay?�p�31y for+�heL'°'`�� :. p.f.. .-c:- : � intended wocic,:they-are advised to conf�ct�fhe'E�asco County 9uilaing�lrispecfion?p"svisiosr=`LCcensing.Sectian at:727=847- , . ;; 8009. Furthermore, 3f the owner has'�Fifrei!`�a coritiactor or contiactors, Fie�is adviseci to,ifiave_tlie;contraCtor.(s).;sign^y�� ` � ,s �, portions af the°contracfor B1ocK°of this applicaBon,for which:.they.wfll:be responsible.:Ifyouu;as�ttie;owiier'sign;as°ttie- `: ;; . conVactor,that may be an Endiisation ttiat he is not property ticensed anif is not entiffed�to perm�tting privileges In,Pascorr,�:; :3 "? �-:. ,:, County. . �_ '• ' ; , ;. TRAMSPORTATION INIPACTNTIi:tTiES IMRACT AND RESOURCE RECOVER1f FEES: The uriite�igned undecstands • j� :'� �,...�� .� , fhatTransportation impact Fees and Recourse Recovery Fee's`mayappfyto>the.constr.uction.of new,butidings,Gliange�of��'•�'-% r; {i use in existing buitding.s,,or�expansion of,<existing"buitdings,as specified in Pasco Go�nty Ordina.nce number�89-07'ao;d ;� �., },, s0-07,as amended: 7he�undersigned aI"so.understands,:that such:#ees,as;mey;tie�.due,witl�6e;.identified�at�tf►e�:#ime�of-�r�"` : permitting. It is further understoad that Transportation 7mpact Fees and f2esource�.�R"eeovery Fees�must be paid prior to , 'S�vy`. v receiving.a"certificate of occupancy"or final.power release. If the.prqject do�s nohinxalve a ceTtificate of flccuparrcy.ora:�� •; t: final power rele3se,the�f.ees.must be•,paid prior to permit issuance..;.Furtttermore,.if Pasco Gbu�ty 1RUaterlSewer;lmpae#.��- fees are due,they,must,6e.paid prior to permft i'ssuance In accord'ance-with°appiicabie�asca Gounfy ordinances. ' CDNSTRUCTION�EiEfV LAW(Chapter 713;Fibrida Statutes,as amended): If valuation of work is$2,500:Q0 oT-mor.e;,i�.,,:: certlfy that l, the applicanf, have been_pravided with a capy_:of the "Florida-Gon`sfivetion.�Lien=Lavw-=Homeownei's Protection Guide"prepared�by the florida Department of Agriculhire and Consumer;Affairs. if the appiicant�is,som�one� other than the°owner",:i eertify that i,have bbtained�a copy of th�above:d'esc�ibed'd�cument and:prorriise�in good`faith-:to ; deliver it..to fh�"owne�°�prior•�ta.cainmencement. � CONTRACi'OR'SIOWNER'S AFFlDAVlT:. I,cedify#hat-al!the infocmation in this apptication is accurate and"ttiat aIC vuork wilf be done in campiiance with aii appi'icabl'e�laws regulating construction,zoning�and:fand�development, Appiication is ; hereby made to obtain a permit:tau.do.,work and instailation.as indicated. 1 certiiy fhat no work.or.7r�sta!lafioii�has cammenced prior to issuance of a perrriit antl=that a!!work wiil be perfarmed to.meet standards of ail laws reguleting constnaction, County and City codes, zoning regutations, and land development regulations irr�the jurisdiation.� Ltaiso rs certify that I understand that the regulations o4 other government agencies may appty to the intended work,and that it is ?,. my responsibiiity to identify what actions!mus#.take to be in aompliance. Sueh agertcies inciude but are nat�timifed:to:. , ;; - ,Department of Ernfrorniient�i;:Protection-Cypress Bayfieads;Wefland Areas and Environmentally Sensitive `-� Lands,WaterlWastewater Treatment. " ;; - Southwest Ftorida Water Nlanag�ment District Wells, Cypress .Bayheads, WeBand Areas, Aitering ;,;, �; Watercourses, . - , - Army Corps of Engineers=Seawa!!s,Docks;Navfgabte Watarways. - department of Neaith:8 Refiabititative.ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment; • ` Sepfic'Tanks.� � - US Environmentai Protection Agency-Asbestos abatement. - - Federal Aviatian;Authori,ty-Runways., I understand that.the foll'awing restrtctions apply fa the use af flii: - Use af fiii is not ailowed in Ftond Zone°V°unless expressly permitted. - If the fi!! materia!is to be used in Ftood Zone "A", it is understaad that a drainage plan addressing a! "compensating volume"will be subtnitted at time af permitting whiah is prepared by a professional engineer, ticensed by.the Sta#e of Fiorida. - If the f+ll material is to be used in Flood Zone"A" in connection with a permitted building using stem wall� canstruction,t cerfifiy.that fill will be used only to fill the area within the stem wati. - {f flf materiat is to:be used in any area, i certify fhat use af such'fit! wiA not adversely affect adJacent+ properfles, tf use of fill Is found to adversely affect-adjacent properties,the owner may be clted for violating! ; the con�ftions of the bnilding.permit issued under the attached per.mit-appiication,for.iots�tess than one(1}� �r� acre wh(cfi ara elevated by fill,an engineered drainage ptan is requi�ed :- t; if i am the AGENT POR TMH OWh1ER;l�promise in,good faith to tnform the owzier of-the permitting conditians set forth int � �'� t-' this affdavit priorfo commencing consfriiction. i understand tha!a,separate permit may be required far etectrica)work,? �` r;� ptumbing, signs, welis„pools,air�conditioning„gas..or�otfier'in5taltatior�s nof specifically included in the apgflcafion. A! i�:; �� permit issued shati`be construed t'o'Tie a license�#o proceed with_ttie work and not•as autiiority#o violate,.cancel,alter,or; ',; `� set aside any provisions of`the"teahnicai codes,nor shatt issuance of a permlt preven!the Buildtng Official from thereafter` Fk requiring a correction of errors in_plans;cQnstruction or.violations of an}r•coiies.�Every permit issued sk9a1!'beeor»e lnvafid ;.-; i� unless the work anEhorized by such permit is commenced within si�c manths af permit issuance,or ff work aufhorized by 't�� ,�; the permit ls-suspended or a.bandonad for a period;of six(6j'morrths after the t[me the work i�commenced, An extension` -;; �'a may be requested,in:writing,,fr'oin ttis Bullding�Officia!for a period ndita exceied rrinety(90}days and will demonstrate �� jusfrfiable cause for the extension. if woric,ceases far ninety(90}co�secutive days,the,�ob is consldered abandoned. `= i; „ r� MlARNlNC T'Q�OWNER: "1(OUR,FAILURE:.T,O;R�CQRD.A.NOTICE,OE GO�JIMENGENlE(+!T MA,.Y f2ESULT itd YOUR' ; ;_� PAYING,7WICE'FOR IlVlPl�f1NEE{I(IENI'S;TO,Y0�1R;:RRQRERN.,.IFYOU:ifi1?FEidD=TO�OBT�lkltd{FINANGIN�;CO�dSULT; • ? V1�ITH YOUR'LENDEF2`t)i't 1►N A'I'TORNEY�EFORE�E2E60RD N�YQUR'NOTIGE i3F4 �OMMEN�EMENT. � • %;� FLORIDAJURAT{F.S,117.03) , - � ` � OWN@R QR AGENT CQNTRACTdR pi Subscribed and�swom to(or aflirtned)before me this Subs fib�bY m o(o �rrp d)�� li � pt 1,4 Who fstars persaneRy icnown ta me or hasfiave produced �WholS/arg pg rsanaAy kno. o,ma r ha ave produced. _ as Identlflcetlan. rlf�C tfXJ� /l["p as identiflcaUon. Notary Pubiic � t'i!�'//(�i ��,�X�. y Notery Puhlic Cammissian No. misslon Na. � �(/� r f Name ot Notary typed,printed or stamped Name of Notary typ P� ,'s� NE RUFFEIL - , `:;t Cammission#F GG 0453d3 � "�"" �i'Exp(resNovember7,2020 •4�i;h,�' eax�.tinwrmyEaE,uu�eaoaass�ore• . .��=`'-� :� . � - �,.� -.�: �� '�'-`�.S'_ L^,�:i'�. ) � -_'_ ;ar"rii+.if�_ Y3":m�. ."R.< M�yV�'�`" " .*.xv„i+'��i' . xf. �11y O�Z�1"ly!'111X�Sr BUILDING PLAN REV'IEW COl1�V1ENTS _ C.�tt,C��,c}�' .. Contractor/Hameowner: � l�Y��1`(�.�.,. Date Received: � � �/�� Site: ��g ° . Permit Type: /�c,�L/tG�� Appraved wlno carnments: Approved wlthe below comments: ❑ Denied withe below comments: ❑ This comme t sheet sh 1 be kept with the pernut and/or plans. ��-/� Kalvin Swatz -- lans Exarniner Date Contractor and/or Homeawner (Required when comments are present} �`�� i; _ � ' � '� �� Cte�r Choice Windaws and More,tnc �'� �, Insta�at on.Job Specifications Overview& Floor Plan Custamer Wame: �� (�-? 1ob Address: � ' � � t` 1 l l,j �� _'� ��/` '�- Municipality: � �, �;.� ��,� � �arcellD: ��...�1 � � �o � � �� J �U t��3� ��-f`7� Building Type:l��1 ... esidenttal Home{single family) �Townhouse O Condo{ �loors) .:. .... tMPACTREQUIRE�RENTS,;:;/d►ed�auenoio� . DESIGN PRESURE VARIABLES: .. . . Munici�ality Re�uires.. C3 At:#::iir�pact'pfoiiucfis. �'Q�es NOT reqttire IMPACT BUILDING HEtGFiT: _, � �-Under 60' We're insta�Un�i :�ALI::Ii�APAC"�`.prod:ucts.. :��ALL:NCIN-lIV1PAGT prc�ducts:: , . °ZJ-Over 60' {se�aitaeheti�enganeering} � ❑Miiitri�e of�rnpact anct non-impact ;CI:Shuttiers:or StamiFabric:� , . Impad Requirement Ezceptions: . , -. _ �:RiSK tATEGO[tY,{circle.dne�;. t�Customer hasoiienin�aratection.We're:installing.00ri=impact products�'in these I - II - III - IV openings. Existing op�ning protection approval#; . ° _;_:. ' : ..:. . . .... , . p g g g, . P g . D(POSURE:{circte:one:: ❑259�Rule—Custorrrer is re;iacin tess�har�:25RS:of:`lai'ii� v�re're::re lacin :ruvith non= . . .�.� impact produc�s. :B -C:- 17 i=We're instaliin�ob�nine urotectiorr.(shutters,:sti�cm:fatiric;.,e#c...) .. AFPROVEDPRODUCFS�'t}BE`INSTACLEDr. <(ttsr�aditypel:. .._. _ . MFG Series&S le FL# or NOA .. -:: MFG ' Series°&Style 'FL#:or NOA � � Gti . P a -t- � ' Y S � �. t t�J€ap . . . . 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' _ ' ' '�- . �.e.� ' . �. .... .:. .�.�q ` . . , � � � f . . _. _�...e... ` _. ._._.:.___..�_.__._�_u....._�__�..�...____�. ,... .>. __�..._.. ,__. . _ ._ � ... _._ , _. _ .._ <__.._..__. _ . .... ...._. . _.._..__._._:_..__.:_._....v.._. .._..�._.__. ._._. .. __ ..W.._..._�_. � ._�. i . .._... . � .. .:. __:_. i._. ; � FRONT't}FStruCture � , f � �_ _ __� i DH=Double Hu�,2SL=21ite SlidedRaller,3SL=31ite SlidedRoUer,(CSMT�L=Left Hinge Casemerrt,CSM1T-R=fttght Hinge Casemerrt,PW=Picture Wlndow,SH=Singla Hung, HR=HatFmund,HRL=HaIf-round w/leg, EYE=Eyebrow,EYEL=Eyebrow w/leg,TRAP=Trapezoid,CIR�irGle.PENT=Pentaigon,GD=Ciarden Daor.ED-Eritrarx:e Door,SGD=SIiding i Glass Qoor V4lhite-Admin. • Yeliow-Permit •Pink-Instali ❑ Check# ❑ CC ❑ Cash ❑ Financing . 1200 Starkey Road�Suite 110,Largo, FL 33771 � of .�. PC/Ref lear ��C� �Z7-532-4010/Clearchoicewindows.com License:CGC1522889,C-9592 WIIldOWSand MoNe � - �� • - , . - � DATE: �O r� `�� THIS CONTRACT BETWEEN CLEAR CHOICE WINDOWS AND MORE,INC.AND - I G� � 1 1 �� iY\.n�. � � � " � � l��u 1 �, t (S Hpqleowner'sN�� —L� .�� condo name if ap licable/street aty state zi r �r p PHONE(h�t4fe) �^ �. . � P � � �� l ' � �� (cell) (work) (emaiq_�Vt �� i�� 1(�U'l6Q•�' Lead Paint Section.I attest my home was built in ! �� .If built prior to 1978 I acknowledge receipt of Renovate Right Pamphlet in Accordance with EPA guidelines.I attest I do not know the year my home w s built, but I do attest it was prior to 1978�or after 1978❑ Seller agrees to seli,and buyer agrees to buy,all those materials and labor Iisted below and otherwise necessary to instell the products Iisted in this agreement as set forth in the following Specificatlons and in accordance with the Terms and Conditiona below. � �• • . - . •. . . • , IMPACT gle�Fi / Double Hung'� w-E& Nq Contaured/Flat/SDL � a�X�� s�� ON-IMPAC Ca n /Awning /Architecture r . 1 r 1 i e n e I�yer Half Full 2-Lite Slider/3-Lite Slider/ Picture w (JV Obscure 1 Turtle Pattem: ` I IMPACT � �e g /Double Hung Ar NA Contoured!Flat/SDL '1�.1 �S X�� G -IMPAC Casement Awnfng /Architectural ['� � � White Interlayer — � 2-Lite Slider/3-Lite Slider/Picture w Obscure/Turtle alf Full Pattem: IMPACT Singie Hung / Double Hung Low-E&Argon NA Contoured/Flat/SDL X NON-IMPACT Casement/Awning /Architectural Whfte Interlayer 2-Lite Slider/3-Lite Slider/ Picture Obscure/Turtle Half / Full Patlern: IMPACT Single Hung /Double Hung Low-E&Argon NA Contoured!Flat/SDL X NON-IMPACT Casement/Awning /Architectural White Interlayer 2-Lite Slider/3-Lite Slider/ Picture Obscure/Turtle Haif / Full PaKern: k� IMPACT Single Hung / Double Hung Low-�&Argon Nq Contoured/Flat/SDL X NON-IMPACT Casement/Awning /Architectural White Interlayer 2-Lite•Slider/3-Lite Slider/ Picture Obscure/Turtle Half / Full Pattern: IMPACT Sliding Door• Pocket/ Bypass Low-E&A on X P? White Intery er NA Contoured!Flat/SDL NON-IMPACT SlidingConfig: Obscure/Turtle Sliding Pattern: IMPACT Sliding Door Pocket/ Bypass Low-E&Ar on X P T White Interlayer NA Contoured/Flat/SDL NON-IMPACT SlidingConfig: Obscure/Turtle Sliding Pattern: inches of mulls needed for multi-window o enin s NOTES � 2/�,� P g Retail Price � �� ❑ Patriot Package.LIFETIME GUARANTEE Q of the building,parts,labor,installation, window�oor Discount �p laminated glass,seals,service�screens. �Manufacturer Warranty Plus Clear ProjectTotal � �� Choice Windows Lifetime Service Guarantee. Clear Cholce Windows and More Inc.will handle:Complete clean up and haul away of all job-related debris/Acquire permit and set up final inspection/All Swing DoorTotal H.O.A.approvals from beginning to end(if applicable),providing the customer supplies the correct forms and contact information. �see eltached) � Clear Choice�Windows and More,Inc.will move furniture/bliqds as a courtesy to the customer in situations e e customer is not able.Clear Choice Windows and More,Inc.is not liable for any damages that ight accidently occur during the proc�ss.Initial TotalAgreement d� � Estimated Completion Timeframe will be�to�weeks from the date of this signed agreement.Our mission is to always be within or before Amount �P the estimated timeframe.However,weat er,manufac uri g demand,and condo approvals may alter the dates. ` � � BUYER ACKNOWLEDGES RECEIPT OF AN EXECUTED COPY OF THIS AGREEMENT,FLORIDA LAW STATES YOU MAY CANCEL THIS COMRACT WITH SELLER ATANY TIME BEFORE MIDNIGHT OF THE THIRD BUSINESS Deposit DAYAFTER RECEIVING A COPY OF THIS CONTRACT.IF YOU WISH TO CANCEL,YOU MUST SEND A SIGNEDAND DATED WRITfEN NOTICE OF CANCELLATION.SELIER HAS 10 DAYS FROM DATE OF RECEIVING CANCELLATION NOTICE TO REFUND ANY MONIES PAID.CANCELLATION MAY EITHER BE DROPPED OFF OR MAILED TO CLEAR CHOICE WiNDOWS AND MORE INC,1200 S7ARKEY RD,SUITE 110,LARGO FL 33771.IF Balanc�Due on Q THE NOTICE IS MAILED,THE ENVELOPE MUST BE POSTMARKED NO LATER THAN THE 3RD BUSINESS DAY FROM DATE OF CONTRACT.BY SIGNING BELOW,YOU CERTIFY 7HAT YOU HAVE READ THIS AGREEMENT Completlo� �N AND TERMS LOCATED ON BACK,THAT YOU KNOW AND UNDERSTAND THE MEANING AND INTENT OF THIS AGREEMENTAND THAT YOU ARE ENTERING THISAGREEMENT KNOWINGLYAND VOLUNTARILY. Buy��"�` Buyer Project Manager w�.l� � � � �LEAR CHOICE WINDOWS 1�1'�TD .MORE, INC. LICENSE:c-�s�2,GG-0932, SP24142, SWING DOORAGREEMENT PAG�-sF�- THIS CONTRACT BETWEEN CLEAR _ HOICE WINDOWS AND MOItE, INC,AND: � � OAf )NNER AM� oF �8 L % {srxEETZ rc1NJ tsr.t 1 tzrr} PHC7NE ��von�tE): � l. (Woa�U: EMAIL: CLEAR CHC3ICE WTNI}OWS Af31?MORE,INC.AGREES TO FURNfSH ALL MATERIAL(LISTEI}aELt?W} qNjj(3ECESSAiLY LABt7R TO IriSTALL THESE PRODUGTS.ALL SUILI3I G PERMTT FEES ARE INCLUDED IN TH1S AGREEMENT. ALL LISTEU PRODUCTS WILL BE WSTALLED ACCORDING TO MANUFACTURER SFECIFiCATIONS ALSQ 1N ACCORDANC�WITH FLORIDA$UILDING CODE. ALL PRODUCTS WILL BE FASTENED,INSULATED ANd SEALEL7 WITH PREMIUM SCREWS,CAULKIhIG AND INSULATlON. ALL WORK ItELAT6D DEBIilS W1LL BE ItEMOVED FROM THE JOB SITE. OPBNING S1ZE SW1NG IMPAGT � MFG& S'fSCLE � FRAME HINGES DOORGL4SS SID�LIGHT HANULES&LOCKS PRICE -Hen ornlm {4SF�:_, _ 9118' 44'-5-8118' N ne• t2 • 3l4 •Fuil tl •,T SIZE INTEE�10 j� �+ r �(/;f:�ot3 N�.�'v°L.. �� Right-Hand �mpact MODEL#,� J�. ,� Smooth•7eutured r�^� MFG: STYL .r� EXTER�1 QR r1 in-swing F.�yHZ be ! • Steet � Wood Compos(te•Poiyflber STYLE: �J�� a� Impact 5mooth • Textured • FIRE R Ftt�sh • Pane! Woad•Sfeei•FIRE Match Doot ss pesdba�t• Key Alike OTHER NOTES: LeR-Nend Non-tmpact MF�: 4-9116'•5-14'-�9h8' None• 112 - 3J4 •Fult QiY:,� SlZE iM'Ei21dR: f1�r,1�) i r?�;Sft ""` Right-Hend �mpect MODEL# Smooth•Textured MFG: STYLE: � EXT�RidR: In-�win8 �ry� Flberglesa • Steel • Wond �mposite•Polyflber STYLE: +i;:rr�c f f�mis+�� Ou#-awtng Im�a Smooth • Textured • FIRE Fiush • _„�,Psnel Wood�Steel-FtRE Match Daor Glass Daadbott• Ksy A!]ke. OTHER IVOTES: Left-Hand Non•impact MFG: d-9H8'•5-14'•6-9/18' None• 112 • 3/4 •Fuli Q'iY:,,,,,_31ZE INTERIOR: �Vt+t!u7 l F;nr:;t� Right-fiand impact MODE�# Smooth•Texkured NSFG: S'fYtE: EXTERtOR: In-swing Hv� Ffberglasa • Steel • Wood Camposite�PotyBber SME: 1Varl:C: : Fr,7f.Sh Out•swtng impact Smaoih • Textured • FIFiE Ftueh • _,_,,Panei Wood•Stae!•FIRE Match Door�tass Qeadbott• Key Aiike QTHER PtOTEB: ,_,�,��,�, ""' ,/'�'�- �1 „_.,��„^'a��..._�'� � ,� SIJB-TOTAL: � �p---� � �T` ',S 1 0 P��O�Ti �-- b•• .,:n.,:r�� a�i°a�;o .a.A�. ..wi:ww�.°�mo wm��+�.a- a�-�a�.+w ��auc�.o DISC�UN . NOTESABOL]T DOOft FINISHING: UNLESS SPECIFICALLY SOLD AS A'PRE-FINISHED`DOOR, MOST DOORS REqSJIRE PAINTING TO ACHIEVE THE DESIAED FIN15H EFFECT. FIBERGUISS pOORS S4LD hS UNFINlSHED CAN 8E LEFf AS IS.SF DfSiRED,OR PAtNTEDISTAINED TQ ACHtEVE THE DEStRED FtNtSti. ALL DOOAS S4LD WITH W0t7D FRAMES WSLL REQyiRE THE FRAMES TO BE PAIAlTED DooR T OR STAiNED. ALL DOOR INSTALLATtONS THAT REC1,tjIRE NEW INTERiOA OR EXTERIOR T}LtM WILL REQuIRE PAIN'fTNG OR TCI1JCIiUP ON THE NEWLY lNStALLED TRIM. C�EAA CHOICB WtNUOWS AND MORE. 1NC. IS NOT RESPpNSIBLE FORAIVY PIUNTING O0.STAINING FpR,THIS DCIOAINSTAUATION, p I , CL R CHC}ICE WINDOWS AND MORE�'ROPO��,:ALL 4F THE ABOVE I3ESCRiHED W{JRK WILL BE PROVtDED FOR THE SVM Tt?TAL AMOUNT STATEI}IN THIS AGRBEMENT. THIS PROPOSAL IS VALID FOR THIRTY DAYS. ALL'PERMS OF TH1S PROPOSA[.ARE DESCRIBED IN DETAIL ON THE AEVETiSE SIDE OF THIS DOCUMENT. THE COMP IQ CE: F.S7TAlATBD PROJECI'COMPLETlON DATE FOR THE ABOVE ITEMS WILL BE TO WEEKS FROM 7HE DATE YOU ACCEP'1"TH1S AGREEMENf. PROPOSED 0Y: �� t ( fl'1 1 'C i�t.�1 l[' J )T1ATE PROPOSED:: �a /�L// /� 6 l'� 7 SAStI: CASH AMOUN'f: GI,�CT�MER A�'['.Ep'I' N' •YpU.THH PR PERTY OWtVER Al}THORtZE CLEAR CHOiCE WtNDOWS AND MORE TO FURNISH AND iNSTALL t:I.L PRODUCTS LISTED S+HE�K% CHECK�: At,�OUNr AND REqlJiltED TO COMPLETE THIS AGREEMENT FOR WHICH THE UNDERSIGNED AGREES TO PAY TNE AMQUNT STATED FOR THE TOTAL AGREEM6NT AND ACCOEIDING ��oN CHECX: TO THE TERMS HEREOF.ALL TERMS AND CONDITIQN OF'CN1S SALE.ARE DESCRIBED IN FULL ON TME REVERSE SIDE OF THIS DOCUMENTYOU,AS THE BUYER MAY CAN- �HED1.T� VISA/MC/DISC CEL THIS TRAhISACFIOt�i AT,ANYTtME PRIORTO MII}hIIGFi'T OF THE TfIIRD BUSINESS DAXAFTERYOURACCEPTANCE DATE. � � �p-- FINAN ._ TERM: ACCEP"I'ED ( x�;:.iN"1��rr�t•i't: )DATEACCEPTED: r'� /� / MPROVAL# HIT F OPY 1NIt� tJSTK?NIER OAY dPYRIGHT LEAR ttQICE INDOWS AND ORE NG. 1/3/2018 Florida Building�Clie�,�nline .T_�_._..� _ f � ! a � � • � � � r 4 BCIS Home � Log In � User Registra[ion Hot Topics � Suhmit Surtharge � Stats&Facts t Publications FBC Staff BCIS Site Map � Links � Search '' � :1C�a yy,,��►► - � . _ � '`� � Product Approval _ _ �.�` � USER:Public User ,x^. r.�r:s 8,:s�;ae�.�,scaa Product Aooroval Menu>Product or Aoolication Search>Aoolication Lis[>Appliption Detail « FL# FL1435-R20 ' 1435.4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived :.3 Product Manufacturer PGT Industries Address/Phone/Email , 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 d ru a rk @ pgti n d ustri es.com Authorized Signature Jens Rosowski jrosowski @pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 E�21140 jrosowski @pgtindustries.com Quality nssurance rtepresentative COD S�F o�ALI,�p�p�Y Address/Phone/Email q�TJO��Ec��QU��IN��y"��UqIL'� Category Windows ��s A1VCgS ��E�RHIa, D�� G Subcategory Single Hung �L� y��y. Compliance Method Certification Mark or Listin �� '� �`�� j � � Certification Agency Keystone Certifications,I � �� `+ � Validated By Steven M.Urich,PE p��.'�I��/�f v _�� r� Validation Checklist-Hardcopy Rec i� �� 1�l1�� <� � t Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I52/A440 011 AAMA/WDMA/CSA 101/I52/A440 2005 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 , ASTM E330 2002 Equivalence of Product Standards Certified By http://floridabuilding.org/pNpr app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3%2bUiFsC8ERrJRjds5bMnj0UQ%3d%3d 1/3 1/3/2018 Florida Building Code Online Produd Approval Method Method 1 Option A , Date Submitted 09/OS/2017 Date Validated 09/22/2017 Date Pending FBC Approval Date Approved 09/27/2017 Summa of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std. Meeting Rail,inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC Certification6-SH2O0 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R20 II SH-200.odf pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller,PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-200 STD Evaluation 0917 odf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC 190-1003CAR2 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/08/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R20 II SH-200HD.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party• No Evaluation Reports FL1435 R20 AE SH-200 HD Evaluation 0917 odf Created by Independent Third Party: No 1435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC Certification SH800 C odf Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date Impact Resistant: No ,- 09/07/2020 Design Pressure:_N%A � Installation Instructions Other: Please,see the Installation Instructions for design FL1435 R20 II SH-800c.odf pressure,size�and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH800 Eval 0917 odf Created by Independent Third Party• No 1435.4 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC SH-5400 Certification odf Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2018 Design Pressure:'N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R20 II SH-5400.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-5400 Evaluation 0917 odf Created by Independent Third Party• No 1435.5 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 RZO C CAC SH-5500 Certification pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instrudions for design FL1435 R20 II SH-SSOO.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3%2bUiFsCBERrJRjds5bMnj0UQ%3d%3d 2/3 � 1/3/2018 Florida Building Code Online FL1435 R20 AE SH-5500 Evaluation 0917.pdf I � Created by Independent Third Party: No Back Next Contac[Us•:2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 �, The State of Florida is an AA/EEO employer.Coovriaht 20074013 State of Florida.::Privacv Statement Accessibilitv Statement: Refund Statement ��, Under Florida law,email addresses are public records.If you do not wan[your e-mail address released in response to a public-records request,do no[send elec[ronic � mail to this ent(ty.Instead,contact the a�ce by phone or by t2ditional mail.If you have any ques[ions,please contac[850.487.1395.'Pursuant to SeRion 455.275(1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the Iicensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which ran be made available to the public.To detertnine if you are a licensee under Chapter 455,F.S., please click here Product Approval Accepts: � ' � "�"_�_-'_' � ` F Credit Card € �3fE i u ��■� http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3%2bUiFsCBERrJRjds5bMnj0UQ%3d%3d 3/3 I � MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 Z8� MNC BUCK WIDTH 28' B,SEE MAX.�� . � SEE TABLE 1 2'MAX. �2� �� O C � D,SEE -� �-- 4•MAX.O.C. 1 B,SEE M�� SHEET 3 SHEET 4 L SHEET3 A,SEE A,SEE SHEET 3 �Z�� C,SEE r SHEET4 j SHEET 3 �2��' / 17.B6T MAX.O.C. / / I � �_ I 17.8 T6 MAX.O.C. � I I / � � � MAX.BUCK I � �- 4°MAX. � � MAX.BUCK I '� � HEIGHTSEE O.C. HEIGHTSEE + I -j- MAX.BUCK TABLE 1 HEIGHT SEE x � TABLE 1 � X A 10'MAX.O.C. TABLE� - j _ Z� � O I // ' � _ � � / f 13.773'MAX.O.C. X 10'MAX.0.�. � / _�L / C I A� / A 1�AX.O.C. � 6-1M'MA%. �'1��. D 2'MAX. -+-� � • B NOANCHORSA7SILL B NOANCHORSATSILL I � � ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME. ; ELEVATION FOR TYP.EQUAL LEG FRAME, pROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION i EQUAL-L ITE CON FIGURATION (COITAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) TABLE 1: � GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, W�ndow Buck Size Reinf. �e�t9�P►e�u�e Certification � VINYL SINGLE HUNG WINDOW Width Height Confiquration Level (+�paF (_�p�{ (CAR)Number 1)THIS PRODUCT HAS BEEN DESIGNEO&TESTED TO COMPLY WITH THE �� 63� EQU81-II�@ R4 SO.O 70.0 190-102Y � REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 62" EQU81-Ili9 SHAPES MAY BE USED BY � INSCRIBING THE SHAPE IN � 2)ALL WOOD BUCKS LESS THAN 1•1!2'THICK ARE TO BE CONSIDERED 1X 36' 62' Std.ProView R4 50.0 SO.O 'I JO-1 OZ� q BLOCK AN�OBTAINING I INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY �• 67-9/16" Ct13lOfi1 SBSIi DESIGN PRESSURES FOR � TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 7-112'THICK OR GF2EATER. THAT BLOCK SIZE FROM t 1X AND?X BUCKS(WHEN USEDJ SHALL BE DESIGNED TO PROPERLY TRANSFER 52-'I/S" 64' Equal-lite THE TABLE ON THIS SHEET. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALIATION IS THE ! RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHRECT OF RECORD,(AOR). 52-1/8" 84" Std.ProView R1 50.0 50.0 190-102'I 3)ANCHOREMBE�MENTTOBASEMATERIALSHALLBEBEYONDWALL�RESSING 52-1/E" 91-'I3/�B" CUSiOR1S83f1 1 OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLAT70N 52-1/8" &}° Equal-lite i ANCHORS SHOULD BE SEALE�.OVERAIL SEALINGlFIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BV OTHERS AND IS 52-118" B4° Std.ProView R2 85.0 70.0 �90-702B f BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-�/8" 91-13176" Custom Sash � � l;lt�ill;� i 4)MAX.1/4'SHIMS ARE RE�UIRED AT EACH ANCHOR LOCATION WHERE THE '�,; �,'P?j; . � PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `�,,x��'' '"�'!..��' TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE ` >' „ .��'.': � �� SUFFlCIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. �.�-,� } � VINYL SH WINDOW FPA(NON-IMPACT) ` 12/13/14 '''��'�"'" 5)THE ANCHOR4GE ME7HODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o` ^. i WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE ' � � - � 3&1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF hIIS g GENERAL NOTES 8 ELEVATIONS om'` J ROSOWSKI -. • GI d ��` � PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF �� 'S I ANCHORS INTO W00�.ANCHORS THAT COME INTO CONTACT WITH OTHER > >-" '�;�• _ - i DISSIMILARMATERIALSSHALLMEETTHEREQUIREMENTSOFTHEFLORIDA CERT OFAUTH.#29288 � �° `� "��''��' � BUILDING CADE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE ' �` 't��!"hH r,� :`'�` ? N.VENICE,FL 34275 � �� `'' " ' � (941}480-1600 v SH-5400 � NTS h 1 OF 4 o z FPA-5400.0 �z A L p E.66B OS P E � � i TABLE 2:ANCHORS INSTALLED THROUGH FRAME 7ABLE 3:ANCMORS INSTALLED THROUGH INTEGRAL FW Anchor 9u6drate Min.Edge Min. p��or Substrate Min.Edge Mln. Di�ance 6nbedment Diafanee 6nbedment - � tF10 SMS P T.Southem Pine(SG=O. ) 7/16" 1 ' 2-1/2'x.131"Common Nail p T Southem Pine(SG=.55) 9/16' 2-7/1G (steel,18-8 S.S. Sted,A38 31B" 0.050" Mex.DP o}50.0 or 410 S.S.) Steal Stud,A853 Or.33 3/8" 0.0348"(20 Ga.) 2-1/2'x 131"Wn8-shank Nail P T.Southem Pina(SG=.55) 9116' 2-7115 � -s I Maz.DP oi 50.0 Aluminum,60B3-T5 3/8' 0.0713" 14 Ga. 2-1/2 x 145'Roofing Nail P.T.Sarthem Pine(SG=.55) 9I16" 2-7118' " #12 SMS P•T.Southem Pine(SC�0.55) 8l16" 13�8" P T.Southem Pina(SG=.55) 3/4' 1�l8' ! (steel,18-8 S.S. Sfeel,A36 3!6' 0.050" #70 SMS Aluminum,6063-T5 3/8' 0.0713"(14 Ga) ; Steel Slud,AB53 Gr.33 3/8" 0.0348'(20 Ga.) (steel.1&8 S.S. � or 410 S.S.) w 410 S.S. Steel Slud,Gr.33 3J8' 0.0348"(20 Ga) � Aluminum,8083-T5 3/8" 0.0713" 14 Ga. � Steel,A36 3f8' O.Q50" 3H8"Ultraeon P T.Southem Pine(SC�0.55) 7H6" 1�8" � (steel) Conerete(min.285 ksl) 1" 13�8" WINDOW SHAPESAS SHOWN BELOW OR MaX.DP Of 50.0 Un t!d CMU.(AS1M C-90) 2-1/2" 1-1/4" ANCHOR NO7ES: SIMILAR,MAY BE USED BY INSCRIBING THE ' P.T.Southem Plne(SC�0.5� 1" 13/8" GE-7700 OR SNAPE IN A BLOCK AND OBTPJNING DESIGN � 1/4"UltfdC011 Concrete(min.2.85 ksi) 1" �alq" 1)'UNGROUtED CMU"VALUES MAY DOW-791 PRESSURES AND ANCHORAC+E FOR THAT BLOCK � (StMI) U(I Ul2d CMU, 51M C�0 2-1/2" �_�Jq^ BE USED FOR GROUTED CMU SIIICONE SIZE FROM THE TABLE ON SHEET 1. 8� G4 � APPLICATIONS. � 1/2'NOM.GLASS �� WIDTH �� WIDTH fr Concrete min.285 ksi 2-1/2" 13�4" 0 B1�Typ. � i P T Southem Pine(SC�0.55) 1" �$Ig" 2)PANHEAD,FLATHEAD OR EX�R T // � : HEXHEAD ARE ACCEPTABLE. � 1/4"Cmtef7ex Concrete(min.3.35 ksi T' 1�14" I � T � (410 S.S.) UII t!d CMU, STM C-00 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT � � � / t Concrcte min.3.35 ksi 2-1/2" ��IQ" A MIN.OF 3THREADS EXTEND W W W �F� BEYONDTHE METALSUBSTRATE. � 1/4"Ayyre-Gator CmcRte(min.3.275 ksi) 1-1/2" 13r8" = W � �_ ; (te-e s.s.) P T SouNem Pine(SC�0.5� �� g� TYP•GLAZING DETAIL I � j I / Un uted CMU, ASTM C-�0 T 1-1/4" 1 � .L 1 f 4 RnDN5fOP ARCNTOP � (E�UAL•LIfESHOWN) (PitOViEW/00.1EL5HONT1) I i � 3/4'NOM. � —�{ 3/4°NOM. � —�{ 7!B'NOM. � � 7/8'NOM. � i � � � 1/8"ANNEALED OR 3/16"ANNEALED OR � TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5J16"A/A PV8 1!2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE ( 1!8'ANNEALED OR 3/16'ANNEALED OR 7!8"ANNEALED OR 3116"ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER , OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL ' XLEDGE XLEDGE XLEDGE XLEDGE � i GLAZING TYPES � TABLE4:REINFORCEMENTTYPES r�J I�� i � , Relnforcement � � �� , �> E REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C "�� '' U per Lite Lower llte �,,1.�J� � =:.. Level Bottom Bottom Side �;''.`•�''''' = To Rall �= VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14: - ! Rell P Reil Rails . - "GLASS/ANCH�ROPTIONS �m � ' �� I R3 B A A A o o J ROSOWSKI -";,� , � ( L+(S . C:i: 4i I R2 C A A A � ; ;; `��<•. -�f- EDGE DISTANCE SHOWN T INSTALLED THROUGHIX BUCKSTRIP EMBEDMENT / —1 FLANGE SHOWN -'� INSTALLED SHOWN , SHOWN '- � DIRECTLYTO THROUGHI�X I��- EMBEDMENT ' EMBEDMENT � SUBSTRATE BUCKSTRIP � ��-J O� �— � o E EDGE o� �o � � DISTANCE D a DISTANCE � a o� ; � � - -�--- - , a � � ' ' i 1OPT SASHTOP � a� EDGE - ��J LIFf RAIL EXTERIOR I DISTANCE ' S �D�� a S � � FLANGE - I EQUAL � O S OWN -- Bl1CK WIDTH �C' FRAME I HORIZONTAL SECTION A-A sHowN BUCK HEIGHT � a o i DQ� INSTALLATION NOTES. ; EXTERIOR I I 1)SEE SHEET 7 FOR SPACING REQUIREMENTS. • � 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND ; SUBSTRA7E RE�UIREMENTS. a 3J MAX.SHIM TFiICKNESS TO BE 1/4' � Q 4)GLASS SHDWN IS FOR ILLUSTRATIVE PURPOSES ONLV AND MAY OIFFER TO MEET DESIGN OPT.SASH RE�UIREMENTS. � i 1BOTfOM LIFT F�NGE I• � -- 5)FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE I HANDLE/LOCK FRAME OTHER FRAME TYPES. � ,� SHOWN �D� ' E�UAL � � LEG 1 FRAME EXTERIOR SHOVJN INSTALLAT70N THROUGH � I 1 �OOO THE FRAME,INTO METAL ,,,�,; ,, 1 o NOANCHORS :� ��( . `�t�� / REQUIREDIN � -. � ',, -,':,. . i FLANGE OR = VINYL SH WINDOW FPA(NON-IMPACT) ` 72N3/14 . ��> ;�^�"` � � ! E�UAL-LEG � _. I T FRAME SILLS " FLANGE&EQUAL-LEGBOX FRAMES =� J ROSOWSKI . - Cl � :a l � a � -� G�.z�e LFS ;i;` i VERTICALSECTIONB-B CERT.OFAUTH.t{29298 � �� •� ' `=�:;,,,,� -,�� I � — 1D70 TECHNOLOGY DRIVE ' >= •�'��+:iF�;}_'�-�� ! N.VENICE,FL 34275 p _ �� ' � � (941}480-1600 � SH-5400 y NTS � 3 OF 4 o z FPA-5400.0 �z A LYp E.tl 68 05 P E � I SHOWN INSTALLED - EDGE�ISTANCE SHOWN INSTALLED S THRO GH THEED . THROUGHTHE THROUGH THE �� ME INTEGR4L FIN FRAME � EMBEDMENT EOGE�ISTANCE F�-- J-CHANNEL _� EMBEDMENT I • FRAME (� I a I I SH�WN �I _ - lJ �—_ � � �� I O� o �O �a � o � ; �� I a EMBEDMENT ; a Q ' n �° ' ' EDGE I I I /� � 'I � ' DIST� � I` I '�U �a� � � i I � LJ II ` OPT.SASH TOP nI I LIFT RAIL O�D�� 'oR �al I FRAME i L J-CHANNELI I SHOWN ` a � S OWN � ' BUCK WIDTH ! ( � HORfZONTAL SECTION C-C ' INSTALLATION NOTES: BUCK " HEIGFiT a 1j SEE SHEET'I FOR SPACING a D RE�UIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGEANDSUBSTRATE � RE�UIREMENTS. � 3)MAX.SHIM THICKNESS TO BE 7/4' E%TERIOR D r�- OL.-�- 4)GLASS SHOWN IS FOR ILLUSTRATIVE � C] I� PURPOSES ONLY AND MAY DIFFER TO U MEET DESIGN REQUIREMENTS. 5j FIN AND/OR FLANGE MAY BE REMOVED �� TO CREATE OTHER FRAME TYPES. I a I LJ�� I ' �� I �OPT.SASH FlN 60TTOM LIFT _ � FRAME D J HANDLEILOCK � SHOWN EXTERIOR FIN EXT"ERIOR FIN FRAME � FRAME �D�� ! � SHOWN � SHOWN � � ' INSTALLATION THROUGFi INSTALLATION THROUGH THE I j— � �� THE FRHME,INTO METAL INTEGRAL FIN,INTO METAL ��.�`��'�� ,i � � �r ', „r 'i .`•"`(l�•` � ' ( :�;<.. � INSTALLED E�GE �� 1 �'�_ DISTANCE ` t` ,` • �. : T�THEGH ,� VINYL SH WINDOW FPA(NON-IMPACT) 0 12l13/14 � { ''�'� "'"''' [ INTEGRAL flN _ DISTANCE � o • � '- � o J-CHANNEL$INTEGRAL FIN FRAMES �m J ROSOWSKI : 6 (o � • - EMBEDMENT ��' �� ( � � � - :.Gll'z:':F VERTICAL SECTION D-D CERT.OFAUTH.#28288 p �� ",- '�`-'=�'��'.,,r��•' ' "��`rr;�, c: --- 1070TECHNOLOGYDRNE � �g •- !t�- ,•.� � N.VENICE,FL34275 v _ ,,o `"� (941�-480-1600 v SH-5400 ° NTS ` 4 OF 4 ' A.LYNN MILLER P.E. ,� � �z FPA-5400.0 �z p,E.q 58705 ' � r �— — ' °°c""e"zttt�e: D°c ht°: FRM 81-02 �..�"�'�.._�...� Rev No: 7 Pa�: � or� 1 ��.5.�.�� Structural Performance ��C��B.��. Cer#ification �___.-��,,,,,��`....�� Authorization Repart Required By: PRO 81-03 CAR& Product ID Number: 190 - 1 Q21.0 Issus Date: 11I7/2014 Revision Dafe: 11(17/2Q14 F�cpiratian Date: 10/10/2018 Campany Code: 39Q This Ce�tification Autharization Repart (CAFi} is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a star�ardized ev�ua#ion of the praduc# conducted by an independenf accredited faboratory in accordance with the specified referenced standarci. Acival fenestration product performance may vary based on many factors, including installation, condition af the walUroof subs#rate and the age of the producE and insta!latiora cornponenfs. This report indicates the prodttct is eiiglbie for the application of Keysione Certifi�ion Program cert�catian Iabeis. Licensee stipu#at�s in affixing certifica6on lab�s to products, #hat those products are representative of the specimen evaluated and documented far certificatian authorizatian. Oniy prad�cts bearing such a certification labe! shall be consid�ecf certifiec3. The inic�rrna#ian in tttis�epc�rt can be veriffed at www.keyst�r�certs.com. Licensee infarmation: Product Information: PGT Industries Modek SH5440 View PVC Single Mung 1070 Techno(ogy Dr. PO Box 1529 Qperator Type: N Nakomis FL 34274 Config: EM/All Niax Width: 52 Max Height: 92 Re#erenced Standard: Product E2ating: AAMA/WDM,A/CSA 101/I.S.2/A440-11 Class L.C-PG50 1324x2330 (52x92�-Type H WTP=9.7S Qualifying Test lnformation: £ Test Report No: FTL-7942/7944 Test Report Expiratson: 1011012{}18 � Authorized Signa#ure: � Oigital(y signed by Steven M.Urich Keystane Certificati ons, �17C. ' DN:cn-5teven M.ur�ch, 5fi4 C}Id YOt�c R4�d, �ui#� 5 �� } L:.? o=Keystone Cettifications,inc.,ou, Etters, Pennsy}vania 17319 ��' email=surich@keystonecerks.com, . c=tis Phane: 717-932-85�0 Date:2014.11.i�i s:�i:i 6-os�oo� Fax: 717-932-8501 � , V N W 1N.K EY6TQ N E C ER'i'S.C O M oocunentTit�: ooc No: FRM 81-02 ��-�� Structural Performance Rev No: ] Pa�: , of: , KE,YSTON(� ��-��T�..,�. Certification _...__.�.��.-.�.�.: Authorization Report Required sy: PRO B1-03 CAR& Praduct ID Number: 190 - 1022.0 Issue Date: 11/7/2014 ' Revision Date: 11/17/2014 Expiration Date: 8/13120'18 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone C��fications, Inc.(KCI)after ful! validation review, and is based on a standardized evaluation of the product conducted by an independer�t accre�itsd laboratory in accordance with the specified refer8nced standard.Ac�a1 fenestration product perfarmance may vary based on many factors, including installation, condition of the walVro�# substrate and the age of ihe product and installation componenis. This report indicates the roduct is eli ibie for the a lication of K stone ifi P 9 PP ey Cert cation Prflgram certificatian }abels. Licensee stipulabes in affixing certifica�on labels to praducls,that those products are representative of the specimen evaluated and documented for c�tification authorization. Only products bearing such a certificatian label shall be considered certified. The information in U�is report can be verified atwww.keysmnecerts.com. � Licensee Information: Product Information: PGT Industries Model: SH 4 5 00 PVC Single Hung 9070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/AH, GS-1/$"Ann IG Max Width: 40 Max Height: 63 Referenced Standard: P�oduct Rating: AAMA/WDMA/CSA 101/I.S.2/A444-11 Class R-PG50 1016x1600(�Ox63)-Type H Neg DP=70 , Qualifying Test Informatfon: Test Report No: FTL-7946 Test Report Expiration: 8/13/2018 Authorized Signature: � Digitalfy signed by Steven M.Urich Keystone Certificafions, ��'IC. ��:cn=5teven M.Urich,o=Keystone 664 Old Yo►ic Road, Suite 5 � �� Certffications,ir,c.,ou, Etters, Pennsylvania 17319 _ email=surich@keystonecerts.com, phone: 717-932$500 c=U3 Date:zoi a.i 1.i��s:si;5b-OS�oo� Fax: 717-932-8501 � WWW.KEYSTONECERTS.COM ' I� �I pocunen�Tit�e: �oc No: FRM B1-02 ��.��. Structucal Perfc�rmance RevNo: 7 Paga: � 4f; i K�YSTOi�1� Certif ication C61�T{FICATt+DWt9,IryG. .�..._..�si j�...�.�....� L ��+ Authorizatian Report � Req�red By� pR0 84-03 ' GAR& Product ID Number: 990 - 1p26.0 Issue Date: 11/11/2014 Revision Oate: 9'�11712014 Expiration Date: 10/6/2018 Cotnpany Code: '190 This Certifrcation Authori2ation Repor#{CAR}is issued by Keystone Certifications, lnc. (KGI) after full validatiorr review, and is bassd on a standar�zed evaluation of the product canducted by an independ+ent accredted labaratory in accordance with the spec�ed referenced standard. Actual fenestration product perfarmance may vary Gased on many factors, includirig installa#ion, conditian pf the vua111roof substrate and the age t�f !�e product and instatlation componertts. This repqrt indicates #he product is eligible f�r the application af Keystone Cert�c�tion Program cer#ification labels. Licensee stipulates in affixing certi�cation labeis to producfs, that those prpducts are repre..senl�tive of the specimen evaluated and documented for certification authanzation. Only products bearing such a certificakion label shall 6e cons#dered certif�ed. The information in t�is report can be verified atwww.keys�necerts.com. Licensee Information: Product Inforrnation: PGT Industries Modei: SH5400 View F'VC Single Hung 1074 Technology Dr. PO Box 1529 Operator Type: N Nokomis F!. 34274 Conflig: EM/All Max Width: 52 Max Height: 92 � � � Referenced Standard: Product Rating: AAMAlWDMA/C�A 101/I.S.2/A440-11 Class LC-PG65 1324x2330 (52x92}-Type H Neg DP-70 � ' Qualifyfng Test Information: � Test Report No: F"S1-794�/7943 Test Report Expiratian: 1 Q!6/2018 ° I Authari�ed S,gnature; Ke stane Certi�ica�ians Inc. i Digitalty signed by Steven M.Urich � , i DN:cn=5teven M.Urich,o=Keystone 564 Old Yoric Raad, SC1it@ 5 . � �� /7 Certifications,tr�c.,ou. EttBC�, P�tltlSy�Vr'3i'tI� '��'1� � � ert�ail=surich@keyskonecerts.com, ` , r��, Phane: 717-932-8500 , t�ate:Zo��.t�.�7�s:s�:i�-os�oo= F�x: 7 9 7-932-$501 � � F W VJW,KEYSTOhtECERTS.CdM � - — — �ocunentT�tle: ooc No: FRM 81-02 �� Structural Performance RevNo: 7 Pe�: , oi: , �,�.C�YSTONE Certification ___M�f._._._.__: Authorization Report R�wr��y: PRO B't-03 CAR& Product ID Number: 1g0 - 1027.0 Issue Date: 11/11/2014 Revision Date: 11/17/2014 Expiration Date: 10/6/2018 Company Code: 190 This Cert�ca6on Authorizafion Report{CAR) is issued by Keystone Certifications, Inc. (KCI) after full valida�on review, and is based on a standardized evatuation of the product conducted by an independer�t accredited laboratory in accordar�e with the specified referenced standard. Acbual fenestration product perFormance may vary based on many factors, including instaliation, condition of the wall/roof substrate and the age of the product and installation components. This report indicaties the product is eligible for the application of Keystone Cefification Program certification labels. Licensee stipuia�es in affixing cert�cation labels to products, that riose products are representative of the specimen o evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keysmnecerts.com. Licensee Information: Product Information: PGT Industries Model: SH5400 View PVC Single Hung 1070 Technology Dr. PO Box 1529 4perator Type: H Nokomis FL 34274 Config: EM/AH, GS-1/8"Ann IG Max Width: 36 Max Height: 68 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A4�0-11 Class LC-PG50 914x1716*(36x68*�Type H Qualifying Test lnformation: Test Report No: FTL-7947/7948 � Test Report Expiration: 10/6/2018 Authorized Segnature: � Digitallysigned by Steven M.Urich Keystone Certifications, �11C. DN:cn=5teven M.Urich, 564 Old Yoiic Road, Suite 5 �i� � �� o=Keystone Certifications,mc.,ou, Etters, Pennsylvania 17319 email=surich@keystonecerts.com, phone: 717-932-8500 � r—l!5 , � Date;2014.11.17 15:54:46-0S�oa� Fax: 717-932-8509 � J WWW.KEYSTONECERTS_CpM - - iflZOTechnofogy�Dt: N:Venice,f134275 • , Te1.:941-48Q-1"600 � pgtindustries:com Product Evaluation Re;port D�te: 5epter»ber.18,2017 � Prod"uct,Destription: S�ngle,Hurig,.Series.5400 FlQrida;Product Approval#�:`1435 � � Manufacturer: PGT Industries 1070'Technology Dr.. ' , North Veaice;EL'34�75 . � (94ij.486=0100 . , ..Statement�ofCom"1� n" : , . . a. ce Ttie" roduct listed iri ihis evaluation re ort' " ts � . N P _ p . ,mee the requirements of tfie: ' � � Ftorida Product Approval(�ule,61G20-3:This product'complies with tiie' - - , reguiremetits ofthe 6th Edition ofthe Florida Buiiding Ct�d,e;2017; , � Tech»icafDocumentation: Ele'vation,,anchorage/installation dra++yings:and Test Reports:� • D_r.awing#i FPA-5400.0 � ` �Te:st.Report(s);,FTL=7942 FTi,-7944 , - _ FT1�7946 � , F'fL-7g45 FTL>.7943 'FTL•7947� - FTL-�948� lnstaliation:.lJnits'to�be instalted as perthe�atiached.installation drawings. � limits:of Use::1.Maximum;Design Pressures and sizes ta be a5 listed in the-#est report, . unless attached.documentatibn shows lower,.OP's or smailer sizes: 2.<This product i"s not'Impact:Resistaritand�equires shutters in�windbbrne ileb,ris'regions. . 3.;This.pradUct.isnot.fnr use in the Nigh Velocity Hurricarre Zone;(HVWZ}, Certificatt�rn of lndependence:-A.:Lynn Mi{ler,.P:E.is empiriyed.by PGT:fndustries,.and.ther.efore has a �ti�y��:j,r financiai inte"rest.in:the�company o�ariy campariy manufacturing or �i - ��`��NY LY�/V��r,� 'ilistributing:produe#s fortivliich'this report.is being:issueri,:but does not,nar �� •��,.�•'��`'' �'�.,'�� witl aquire a financial interest'in any other entity`involved in the�approval. ti V4�:, yt. . .S,�' .l��' ,process;ofthisproduct. � r �°.* t+lo:58T05 *� , �.,� ; /��.... :� 7�a�vs S�� E F� :t�� " , %��S`•=FLORID� ''��C,w` - } i S ''• • '°A� ��` ; '�:,�,t?NA��EN�` i A. tynn.Miiler,P.E. � � � P:E.#587U5 € FL Cert..of Auth,.#29296 _ . . � 1 � - 1/2/2018 Florida Building Code Online tr a ' fl � r � " a r D _...�..�� (�' _... . _... . .. .... .......... . _. � ''.: - BCIS Home ( Log In � User Registration ; Hot Topics � Subm(t Surcharge � Stats&Facts � Publirations FBC Staff BCIS Site Map I Links 1 Search P � rr,,��rr � � "� Product Approval � ,�a USER:Puhlic User L+'arz�i�:�4:� Product Aooroval Menu>ProduR or Aoolicatton Search>Aoolication Ust>Appliwtion Detail FL# FL261-R11 261 .� Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ,� Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (94'1)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski @pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski@pgti ndustries.com Quality Assurance Representative ��V��V �� Address/Phone/Email C��'��Y /.•�„�� ! ��l:.S ��'�.��rs�,� Category Windows ' Subcategory Mullions �..�� Compliance Method Certification Mark or Lis' ratl`�Wp�K SH�L�0 Certification Agency Miarr�i-�ade scco- CODES FLpI�ID�q ��L��I`�F!��,��SLB�� Validated By Miami-�ade scco-�DIOf�IrQ�E�E R��lDlf�(�(,+�� ➢ 1'HE C17'Y�F COD�, '� �RDI[U/�(yCLS `�EP{yyRH1LLS Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certifled By �i Product Approval Method Method 1 Option A Date Submitted 11/15/2017 Date Validated 12/OS/2017 http://wuvw.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbIFAQLKHcHzTImWEcDQKrE%3d 1/2 1/2/2018 Florida Building Code Online Date Pending FBC Approval Date Approved 12/09/2017 Summar of Products Model,Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R11 C CAC 17063001.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL261 Rll II 17063001.odf (NOA)for product perFormance information,and mullion clip Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bath Neat Contad Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privacv Statement::Accessibilitv Statement Refund Statement Under Florida law,email addresses are pubiic records.If you do not want your e-mail address released in response[o a public-records request,do not send elecironic mail to this entity.Instead,contact the o�ce by phone or by traditional mail.If you have any questions,please contact 850.467.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide[he Department with an email address if they have one.The emails provided may be used for offlcial communi�ation with the Iitensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which on be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Produd Appraval Accepts: �� Credit Card ' � Sale � �,� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbIFAQLKHcHzTImWEcDQKrE%3d 2!2 MIAIr+11�Dy4DE � Mramz-nan�coTalv� � rRa��c�r cor�rRo�.sEcxzo�v TIEPARTMENT OF R.ECiJLATORY AND ECONOMIC RESOLJBCES(RER) 11805 S W 26 Street,Room 208 BOARD AlYD C�DE AD11�i1�ST'RATION DIVISIOi�i T(786)315-2594 F{78b}315-2599 NOTxCE ('?I1' AICCLI p'TANC�1 (N(JA} www.miamidade.�ov/economy PGT Industries,�nc. - 1070 Technology Drive Nortl�Venice,FL 34275 SCOPE: This NC3A is being issued under the applicable rules ancl regulations governing the use of construction materials. The docuzz�entatxon submitted has beea reviewed and accepted by Miami-Dade County RER - Product Conttol Sectzon to be used in Miatni Dade Coun.ty and cather areas where allowed hy the Authority I�aving Jurisdiction{�H3}. This NOA shall not be valid afker tlie expiratiorz date stated below.T'he Miami-I?ade County Product Catttzol Sectio�(In 1Vliami-L?ade County}ancl/or the.A�.HJ{in areas othar than Miami-I.)ade County)reserve the right to have this product or material tested �or quality assurance purposes. If this product or material fails to perfarm in the accepted manner, the manufaclurer will incur the sxpsnse of such testing a:nd the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER xeserves the rzght to tevoke this acceptance, if it is de#ermined by Miami—Dade County Product Control Section that this product or material fails to meet the requiraments of the applicabie buztding code. This product is approved as described herein, and has been designed to compiy with the �lorida Building � Code,including the I�igh Velacity Hurricane Zane. ' D�SCR:�TI4N: Series"PGT"Clipped Extx-uded Alunninum'�'ube Mullian—L,Ms. APPRC3VAL DOCTJMENT: Drawing No. 6300JR, titled "Impact Resistaat Alutninum Tube Mullians", sheets 1 through 25 af 25, prepared by �nanu�'acturer, dated Q8/29/11, with revision C dated OGI1911�, signed and sealed by Anthony Lynn Milier, P.E., bearing the Miami-Dade County Pradact Control Reviszan stannp vt�ith the Notice of Acceptance number and e�cpiration date by the Miami-Dade Coun#y Product Contcol Section. LABELll�TG: Each unit shall boar a permanent Iabel with the manufacture�'s name or logo, city, state, , modeilser�es, and fallowing statement: ".Miami-Dade Caunty Prodact Cc�ntrc�l Appraved", unless atherwise noted herein. �ENEWAL of this NOA shall be considered af�er a renewal application has been filed az�d there has been. no change in the applicable building code negatively affecting the perfort�zance af this product. ,.. TERIYIEIl'�ATZ�JN of tlzis�tC}A will occur after the sxpiration 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 P�4A as an endorsement of any product,for sales, advertising or any other purposes shaIl automatically termzna#e thzs NQA. Fazlure to comply with any section af this N�A shall be cause for termination a�td renaaval o£NOA. �.UVER'�SEMENT: The NOA. number preceded by the words 1Vliami-Dade County, Florida, and foUowed by the expiration date may be displayed in advertising literature. I£azzy portion of the NOA is displayed,then it sha11 be dane in its entirety. �TSPECTION: 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 tlze request of the Building Qfficial. This NlJA revises NdA#16-�02i8.03 and consists ofthis page 1 and evidence pages E-I and E-2, as we11 as approval document znentiorted above. The submitted documentatian was reviewed by 3orge M.Plasencia,P.E. ' '" ' NOA No. 17-0630.Q1 MIAt�II-DAD�COUlYiY Expiration llate: May 26,2021 � + � "�'��'� Appraval Date: November 09,2QX7 Page 1 PGT Industries,Inc. � ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAV6rINGS 1. Manufacturer's die draw�;ngs and sections. (Submitted under NDA No. 10-0819.OS� 2. Drawing No. 6300JR, ti�led "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 1.. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2}Uniforzn Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Watar 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 24113.2.1, and TAS 202-94 alang 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, anc3 addendum letter dated �5/OS/11, signed and sealed by Marlin D. Srinson,P.E. {Srabmitted under NOA No. 10-0819.05� C. CALCULATIONS i. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6tb Edifion (201�, prepared by manufacturer, dated � 08/29/17, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE l.. Miami-Dade Department of Regulatory and Economic Resources{RER). .. E. MA.TERIAL CERTIFICATIONS 1. None. �� Jorge M.Plasencia,P.E. �ro uct Control Unit Supervisor NOA No.17-0630.01 Expiratioa Date: May 26,202] Approval Date: November 09,2017 E-1 � ' F'GT Iudustries,Inc. NO'TICE OF ACCEPTANCE: �VIDENCE SITBMITTED F. S'�'ATEMEl�TS 1. Statement Ietter of coz�farmance �o F8C'-5� Edition {2014) and FBC-Gt'' Edition (20147, dated 06/22/17, issued by manufacturer, sigraed and sealed by Anthony Lynn Mi3�er,P.E. 2. Statem.ent letter of no financial r,za.terest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn I4�iller,P,E. G. OTIi�RS 3. No�ice of Acceptance No. 16-0218.43, issued to PGT Industries, Inc. for their Series "PGT" Clipped E�taruded Aiumiz�um Tube Mullion — L.M,I., appraved on � 04/14/16 and expiring on OS126/21. � � , � � � i � � � k , � �p 5 S f � S S � �( t 3 � � "s € � � 7 9 Q � f � 5 ry 2 , � i }y t � � $ Jorge 1Y1.PlasencEa,P.E. - P duct Control Unit Supervisor = � NOA 1�To.17-0630.01 � Expiration Date: May 26,2021 A,ppraval Date: November 09,2Q17 � E-2 � � # , � i t SUiTA8LE FOR Al.�LOCATtQNS ftEQUIRING GENEw+,L NO7E5: � � NON^IMPACT QR LARGE AND SMALL 1}pEfqILS SHOWN ARE FOR THE MULLIpN ONLY ANCHOftS SHOWN ARE IN AppITIQN 70 ANY ANCHORS REQUIRE�FOR THE �3� �F MISSILE fMf'AG7-RESISTANT PR4DUG7S FENESTRASION PRQDUC7INSTALlAT14N.TYPlCAL APPL(CATlpNS ARE SHOWN,EACN SRUATION IS UNlQUEAND SHQULD BE 5 EVALUATED BY AN EJCPERIENCE�INSTALLEFt FOR THE BEST IN3TALLATtON MEfHOD�OPTtONA4 iX QH 27C W000 Bt7C3CS}F USED, GENERAL Ni7TES. .__..._.._.� ��m 4 MU8T9EANGHOREQPROPERI.Y707RANSFERlOAOSANDARETOBEDESIGNEDBY07HERS. INS7iiUCTIONS. .._.._..... 1 ��F o EIEVATl�..... ._. 7 FIGUREI: 2j7}�ETYPEANDNUMBEROFANGiORSISCftITICALTOmE57RUCTURALPERFORMANCEOF7HEMULLEDUNI7S.MULLIONS MULLT027(WOoo.,_.._.,, ._.p �� MULTIPLE t--OPENIN6 WID7N F4R VERTfGL MULL ARpiES TO BE MULL Tq 1X 8 MlSONRY_._.._,g I iusCRIaFA iNsi� ��B��T��+�"��'FLOA"fENG•AtdO 00 N47 F3EED SO 8E DIRECTIYAiiACHm TO�i�iE MUI.tIflN CLIPS,BUT St3ALL MULLIONS I � -^. gEE o�ta�s RECTANGULAR NOT HAVE A OAP OF MORE ThIAN 7/q'FROM THE CLIP M11LLTD MASONR�$_......,.�........3 � ( A-o�G,H; c�rE MULLTOS'fEEISTSIQ_._....».. 5 N � S t;E�i'3 z< 3)THE ANCHORA�E METHODS 9HOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAD3 CORRESPONDING TO THE REQU�RID MUu TO�iUlt._. .. ._. ._.g U T OEStCN PRE3SURE.MU4L76N5 AR5 CALCUL4TED TQ DEPLECT ND MORE THAN.1178�.THE Y!3 STRESS 1NCF2EASE WAS NDT USED ��ATATE CIIPS_..._.,..._.,-0 � tn �r-a � j/i J �� / �`�\\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD pURAT(ON FACTOR WAS USEb FOR 7NE EVA[.UATION OF VJOpD SCREWS. BAY HU��wSTauJiTlcnr....._ a � Z ii 4\ '1X1X.125MULLSPECS..»....._.,S W � _ j�! �� '� ♦\1 1X2X.378MULLSPECS_. .8 � � {n �i „ �� 4)PROPER SEALING OF ENTiftE ASSEMSLY tS THE RESPONStBiI(3'Y OF OttiERS AND 1S BEYdNp THE SC6PE OF THESE t X 2.75 X.37E MULL SPECS. ...7 rc '-� �� // �; IN87RUCTIONS. 1X3.�26X.:AtlA4tLL3 CS^ .9 �` Z �o = seE nenvLs V / �� /V i 5)USE THE C4MBINED W10TH OR HEIGHT OF OfVLY 7W0 ADJACENT FENESTRATION pRODUCTS TO DETERMINE pRESSURES AND 1%a X 126 MUtLSPECs,._._.._.._10 �? � a F A TNRU 0; � Y ( f!t T � See pErnns pt4CHORAGE FOR THE COMMON MUt1I0N,SEE EXAMPLE3 ON T}iiS BHEET ANp SNEET 24.FOR MULTIPLE UNCCS,CANSIDER 1 X d X,375 TUHE MULL SPECS,. 17 � � � ca-r W 5HEE7S Yd - - �ATHRUG; lX4X,375"T'MULCSPECS. ti Q � l "'_- _ i - ONLYTWOAQJACENTUNITSATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORA(iE7ABLE5.THELqWES7DES�GN � F t? SXEE7'S 2.4 i?S X 3.'I8B X 265 MULL SPECS.12 r�., � E� f i i i l � t i f PftESSURE OF MUt,.TIPLE Mt1t.t�4MS Oft FENESTftaTIDN pR4DUC'f5 S1V+lLAPPIY. �,zsX32sx mo MULLSPEcs. fa ti � W Q / / oPENRJG 1.26X3,25X.82aMijuSPECS_..54 2 � "'�o m ��' HEi�rrt' 6J WHEN FlN�IN�YOUR Slze 1N 7HH MUI,LION TABLES,ALWAYS ROUND UP 70 THE NEXi SIZESHOWN ON THE7ABLE(5). 1.2s Xa.94X.62a MUIISPECs. t6 2 W� $ �U � NORFR4NTP1. 2X4X.25Ad(,lILSP�C3_.... ._..,78 u_�i `2 � � � �,�� 7)ANCHCIR EMBEDMQJT TO BASE MATERIAL SHALL BE BEVOND WN.L DRESSING OR STUCCO.WOOD BUCFGS BY OTHERS,MUST 2 X 8 X 35 MUI.L SP�CS_...„.._.17 � J ,,� Z SEEDETAItE, 120X2.11%.12S1AULLSPECS_.78 m SMff.T 3 ��GH4REp PftdPF�it.Y TO TRAN5FER LOADS T6 THE STRUCTURE ANCHOR8 3t{ALL BE COATED Oft COfiftOSiOtt RESFSTANT �p.X 325 saY Muit 5PEtS..__.!S � '� � � � �� AS APPROPRIATE FOR SUBSTRATE MATERIA�.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO pREVENT o h � ,x � � REAG7IC}NS. 4+•%3.75 BAY IeUL4 SPC{S. .__20 2 MULt,tON&CLfPD]hiEN9tOh5__.27-73 F. � Q 7� N � EXAMPLES t&2. . .. .._.24 a }- Z� � � t�rrr.sTrunoN 8}REFERENCE TES7 REPORT5:P71.-8443;Et,GO UL1'RAGONlAGGRE-GATQR NOA'S LOADIM4IXAMGLE5... ._......_..?5 a � J� oo mo FEr Q PROCUCTSMAY � � � se oparrv rrve. 9)MULLIONS AND CI.IPS FIAVE BEEN DE5IGNED 8 TESTED TO GpMPLV WITH THE REQUIREMIEN7S OF THE FLORIpA BUIL�WG o, w / �.ur+uFnertr.e�n CODE,AND ARE APPROVED FOR iMPACT AND NON-IMPACT ApPL3CATtONS.MULItONS ARE ONCY TO BE USEU WI7H � � Z u tYt} / -�y� eYPci. FGT-APPROVED FENESTRATIqN PRODUCTS HAVINGCURRENTAPPR4VALS. � V � ¢ � � i = 10)MULLIONS ARE IN CqMPLIANCE FOR USE IN TH6 HVHG. � �o z�.O � fs�oEra�ts o .-� g�� HOtuzOrnu �"D�G,N; 71Jf]UANTITYOFUNITSWRHINAMULTIPLEMULLEDASSEMBL,YiSUNLIMRE�PROVi�FDTHATiHESAANANDOpENiNG �� 8 � o-��..., �,t SHEEfu2a W1C)TWHE1GH70F E71CH 4NDIVIDUAL MU(.LION CDMPLIES WITH THE REQUIFiEMENTS CJF THIS NOA PRODUCT REVISEI7 LENG7H MORIZONTAL a9 Com (iIl Wlih fh0 F70r1dA �� o[O�1�Na��'17-0630.01 LeNCTn fNSTRUCTf4NS: A�DITIONAL EXAMPLES OF MULL CONFIOURATIONS: 1}DETERbRINE SH�DESIGA7 PftESSURE ftEDUSREMEM'(.LBSfFT+7 FOft T!-!6 QPENtNG USING 7}tE ASCE•7 57ANDARD. Explratloa Data 05/26(,e.^021 2)CHOOSE A MUL�ION 7YPE TFlfiT WtlS.FtT TNE DEPTH OP THE PENE57RR710N PR6DUCT5 FftAME DEP7H. BY IVULL �--OVErnNGw�otti-i F'�'Hott¢MCAc 4EN6i77+++----� $Ilp do Pr�uct Cont ��yoTH� � T� 3)REFERTO SHEBT 25 TO QETERMINE IF THE VJIND LOADING IS'RECTANGULAFY OR"iRIANGUTARI'fRAPEZOIDAL• P OGENING � 4)FIND THE CHOSEN MULl10N'S MULLION CN�AGTY(L6u/F'f+1 FROM TABLES 1ATHROUGH'I6A,ON SWEETS 6 THROUGH 20 RESPECTNELY,USING HQQR TNE tvtUIUON TYPE,LEN6TH AND OPEtdtNG WIOTH 6R HEkGF3T(DEPENDIN6 7F THE MtRItON IS SPANNlN�YERT[GAkLY OFt NORIZ4N7AtiY}.THH oP� M LL � � No� {� p s varr. MULLI4N CAPACfI'Y(LBS/PP1 OB7AINED SHALL MEET OR DCCEED THE DESIGN PRES5URE REQUIREMEN7 fLBSiFP)FpR THE OPENING 08TAINED IN HEi� � t� MUi.� / !` p �H STEP 1). 6)FR4M THE 5AME 7A@tE USED IN STEP 4}ABOVE,FtND THE VALl1E IN THE NDR CGLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE � REPRESEN7S THE WINOIOAp TRANSFERREDTO THE SUBSTRATE BY THEANCHQRS AND NUST BE METTO ATTAIN THE FUli MULL70N CAFAC[lY 51NGLE MULLION SINGLE MULLION "^F a V�Eax�cn�Mu�� 6)FROM THE ANCHOR CAPACtTY fL6S}TABLE ON 7HE SAME SNEETAi+ip US1MG YOUR ACTUAl.St78STRATE C4NOtTK7N{MU�TlPCE ��ti�� "{LY� ��t� � pr�iricvnnix ANCNOFUSUBSTRATEIANCHOR-CLIPPATTERNMAYAPP4.'1�SEIECTANANCHORCI.IPPATTERNANDVERIFYTNATTHEREQUIREDANCHOR �.`��(,��"��EN N��C /��, FORve�ncua.�u. CAPAClTYFSME7 1„��Z..•' 41 '�'' C�(, . •.� � "'\SEE coRREsrOKvttrtG OEfA1ts MULTIPLE MULLION3 7�F THE MULLSON CAPACI'FY{LBStF'T}O&TAtNEOIN TtiE TABCE IS HIGHER 7ttAN 7HE DESIGN pRE5SU42E RE4UIREMENT!l.BSJFT')FOR ZHE _*: Kn•�705 �,,., FROMFIGURE 7 AeOVE, � _ ; �� OPENING,Yp1J MAY U5E THE"ANCHOR CAPACIN ADJUSTMENT FORMULA'TO OBTAIN THE LqWER ANCHOR CAPAGiTY REQUtRED.W(fH THIS _ CQRESlSTANDARpSttSEA: VALUEALQWERANCli0f2CAPAGlTYOP710NMAYBESELECTEDFORTHESAMESU95TRATE =�p� y � •2077 FLORIDA BUIL�WG CODE(F8C),67H EDI710N -��l` jy- •2074 fLORipA SUiCDING CODE{FBC),SfN EDITtON 8}YERIFY 7HE OESIGN PRESSURE RATWG(LBSIfI')FOR THE FENE5TRA710N PROpUCT TO BE USED AN�COMPARE WITH THE FINAL MULLION ^O A7E q ',•'�(4�� •ANSIIAF&PA ND&2015 FOR WOOD CONSTRUC'fION CAPAC(5'Y tLBS7FT+j OBTAINED FOR THH iitlLLION SYSTEM.THE LQWEF2 4F TIiE TWO SHALIAPPLY FORTHE EN7iRE&7ULLED FENESTRASION ��'�..�Yp�ryOP,.• 1?�` •AltlMINUM DESIGN MANUAI..,AQM�24i5 PRODUCT ASSEMBLY i S �""" �� •n�s�siao-n '�iS��NA4 ti��`� •AISG 360-10 8)HI�HLIGHT OPTION USm AND TABLE VALUES USEo IN A SpECIFIC APPLICA770N WHEN USING TH19 NOA 70 APPLY FOR A PERMR. A.LY�1NhfItNHR;�,E. FL P.E.#56705 i I i ��n� � � � � �" � �� oer,ai�e: ��oN ��a � , DETAIL A: �,�7LLION TMP'ANGHOR � MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X eucresrwP F ORWOODFRAMING W0008UCKANDMASONRY AnA�� s�sffU&iaa�s�aiae `x d (S7AN�ARD CLIP SHOWN) B�oTM�, N (OFFSETCLIPSHOWN) �E"�'• as U . sH�r�. � � 1 MUWON I . .. • � N 4Na I e I j � .: ', :.�•� '•� �� Z W � � MP72.7!CSI �• '••.. "•� '. FDGE � O = � � . � I Sff.SHEEfS ' b I I I CONCREfEORGMU'� I�� I OISTMGE, W ,Jj � � � 21.Z1FORNOLE d I � � r---�SEE9EETABLES � � � EJ7HpZ7ryE � LOCATIONS a a �� EDGE I EDGEOISTANCE iB-13B F � �'� _ OFF9�MULL < a O:STANCE � � a I a FCRMAS�MiY C=_'J W Q O ~ CLIP MAY BE � I I FaR w000 / � I � ANCHORS � m Z � W irurnu�ar a , sa+Ews L a a i i SIDEVIEW � F (� m�sn�moo. < zso•n�xwre a' � O Z e tl d ALLMULLIONS a a ERHERTHE �j � F- Q STAFIDANOOR Z U m = t a e a da � a OFFSEf MIILL ? �� U .da CLIPMAYBE W � �� -� �0 . IN9TNL0 BV � Z ° " a EXTERIOR ` ° Tws�OO. � Q Z n a � aa �� ° a , ois'rarvce ' a Z f" Z Q N w a a ' FOR ° ' m Z O �"' a ° NA6ONRV e �j F- F..Z aO c0 � a a TI�OFFSETCL1P15 ANCNORS Q a � �� O�O RECOMMF1�IDm FOR ' FlN�FRAMF� EXTERIOR �d WINOOWS,BUiMNY n � F Y Y ALSOOE U9E0 FOR 9 S U Z Q � � OTHER FRAN�E TYFES. � a� Z�O � � �i�� TYP.PNCHOR �' TYP.ANC110R PER SUBSfRATB. 7YP,ANCHOR �PERSUBSTNA7E. SFETABLE37&13B pRODUCT REVISE� PEASl1B57NATE, SEETABLE51&188 as eompl ing wlth the Florida SEETABLES t&t6B p�T�� B�� Bulld7n9�tlo SEETPBLES . AITACHMHdf Noa-Ho. 17•0630.01 � �e-iae T .',•.':: • • • eromerss, �E� BUCK5fRlP g.�,BEDMEM' " • ' •� • SEENOTEI, P�cp�rationDaleO5I26/202� ATTAOAIEM �. . . .. ' 6HEET1. .•�� ^ • . • BYOif�Rs � . . . _ . BY . , . � : sEE NO7E 1, Miam a uet Contro " SMEE�1. ' • pqN 27 KSI CONCRETE OR CIAU I ' " ' VIEW ^ •' FRONT , . . �. •. SIDE VIE i FRONT VIEW � INSTALLATION NOTES: I 1)ANCHOR EMBEDMENT TO BASE MATERIAI SHALL BE BEYOND WALL�RESSING OR STUCCO. ��t�� I `��`�pN,......N,��''�� ; 2)�UIWTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORL4L REPRESENTATION '�:•'VICEMSF'•.�/_� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON TIIEANCHOR TO ANCHOR�ISfANCE,THE �Q�� '<p'; � CORRECT�UANTITV AND LOGATION OF ANCHORS MUST BE FOLIAWED,REFER TO THETABLES ON THE No.5870.5 � ' � FOLLOWING SHEETS.FOR DETAIL3 A-D,EITHERTHE STANDARD OR OFFSEf CLIP MAY BE USED. -'�'; ��rt4_ i 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HD(HEAD OR FLATHEAD. �� ' a= � _�'��;.��,, 4)WOOD BUCKS ARE OPTIONAL,SEE DEfAR.C,SHEET 3. �OT'•, S qTE , [(j� i (t��'•.',��,GORIDP.'' \�;` I 5)FOR MASONRY APPLICATIONS M MIAMI-DADE CAUN'fY,USE ONLY MIAMI-0ADE CAUNTYAPPROVED ��'!S;S��NAL EaG�` I ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRYANCHORS. A.LYNt��IIL�LER,P.E. � FL P.E.#58705 i � DEfAIL E• � �� MULLION TO MULLION �'� � i DETA{LC: � �'�s"'� INTERSECTION No7Es: o� d a MULLION DIRECTLY ATTACHED 70 Muuiarv � (U-CLIP) ��MAV BE INSTALLED IN'TEE'OR'CRoss^ �� o MASONRY STRUCTURE iN7eaSEc71ot�5. � (STANDARD CLIP SHOWN) �� '�x `� 2)MAY BE I N S T N 1.m H O R I Z O N T A LLY I (SHOWN)OR VERTICAILY N i � i p�suea�ru�, 3)SEE U-CLIP DRAWINGS,SHEEf5 21-23 �S U o��LL i ' Sff TPH�S t&t:a TOP VIEW Mu�N �R CORRESPONDING MULLION. � z �y W STAN�ARDOft � � � '� a 11J CLIPMAYBE � � EDGEDISTAtdCE � INSTALLEO BV I� � Fp{y^/aSpryqY VARIE9 W J � 7H19lAEfH00 � � I �� ANCHORS � � I � � � SELFLR WSNG DR PRE-0R11 y � �� 1 I �� `\�Ml1WONAN0USE5A1s U, m � p� � �� K M uJ ./7 � � \�, r�uwon � f=— Z �O C7 ; EXTER OR °` a , a � g � � i n+eo�serc�wis \� a Z U� m 2 � FDOEOISTANCE ^ ° . RECIX+IA�HO�FOR N � � eU � FaRMFSOrUtY � FIN-FM1�� LINT�.SEGTION � � w � � � � � ANCHORS WINDOW8,�ITMAY �}CI.� � J•� O ; ° AL60 BE USEo FOR g a vrnvi�xn�.+ernes, EXTERIOR � a Z : � I rw.aNCHOR �'° , ? Z Z ¢ N ^� I P�li SUB9TRATE, d SffTPHlE91B-136 � • 9ff3HcET821-23FOR d � O BZ x��O I � 7YG.ANGHOR HOLE LOCA770NS � � J�n � a PERSUBSfRAlE, I BU AK57RIP SEETA9LE9�8-130 FRONT VIEW DISTANCE x � � ¢ Y Y � A77/�GHMENT 3 @ F– tn [n BYOTHERS. . . . SEET&1 B = U z ¢ � 7 � � : •" • . • . � � SEENOTEI, . � , � Qe— Z � O l EAIBm`M6M . . . ,. � �! ,a SF�ET1. •. :� : �' ,' ` � a 8 mO�O + . •�'.. •'.� •' a EOGE � �ISTANCE • • ~'~9EETABLES SIDE VIEW $ $�g � �� MIN 2T K6I CONGRETE OR GTIV MIN 27 K51 CONCRETE OR CMU �B-�3B FRONT VIEW SIDE VIEW DETAIL D: pRODUCT REVISED � MULLION ATfACHED TO as compbing wlth the Florlda f STEEL STUD B��d�ng Goav t (STANDARD CLIP SHOWN) r+oa-raa. 77-0630.0� � e�cpiration Dnta 0 512 6/2 0 21 STPUGNRE INS7ALLATION NOTES: By T��fr� Mlam a Product Cantml , 'I)ANCHOR EMBEDMFSIT TO BASE MATERIAL SHALL BE BEl'OYD WALL ORESSING OR STUCCO. a PERSUBSTRATE, � ` �9EETABLESIB-736 -' 2)QUANTITYOF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATON °` � SEESHEETS � ONLY BECAUSE iHE ANCHOR CAPACffY IS BASED PAR7LY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-Zi FOR CORRECT�UANTITYAND LOCATIO�OF ANCHORS MUST BE FOLLOWm,REFERTO THE TABLES ON T}iE H� I FOLLOWING SHEETS.FOR DETAILS A•�,EITHER THE STANDARD OR OFFSEf CLIP MAY BE USED. �acnnons .�� i Mu�ua+ � 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HDCHFAD OR FLATHE4D. � � 4)WOOD BUCKS ARE OPTIONAL,SEE DE7A1L C,THIS SHEEf. f I eocs `�� ii�� 5)FORMASONRYAPPLICA710NSINMIAMI-DADECOUNTY,USEONLYMIAMI-DADEGOUNIYAPPROVFD ��'�AN� �� YLYN ��i ELCAULTRACONORELC01/4"S.S.AGGREGATORMASONRYANCHDRS. FCRsieELSTuosiXinrv�ti7wW 5&;BABLES �.�,�,>,oN ... !V �� 1B GAAND COMPLIANT WITH THE FL BUIfDING �IGENs'��( � FRONT VIEW � ��.a•' F �'��%= CO�E,A 3X W OOD BACKER MUST USEO. � ATfACHMENTBVOTHHiS. NO.$8705 ••.� l EXTERIOR ��w��5PEG5 SIDE VIEW �� NOTFS: — ' . *— —� : � � 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �� '•, TATE F ,.�(4�� ANCHOR VALLIES MAY BE USED. 'i CCs�':��ORIDP,.'G\?� 2)SEE CORRESPONDING MULLION TABLES, ��i S�Q �N �� SHEETS 520,FOR�UANTI7Y OF SCRE'NS. ��CX�� R;�.E. FL P. 58705 � � i gg p�n o � DETAIL F: DETAIL G: DETAIL H: � F(ELD-MQDIFIED MULL3�id Cl,1P ANt3�E MULLIOt+!GLIP BAY MUL�ION INSTAI.LkTIQN e � .Sc (F-CLIp} {ANGLE C�tP} {RNGLE GGIP} �� p SEEDETAILSA-0, .QY � �1'OR 4e' SH6k'tS 2AN�3 FOR tHSTAltAT10N gqy},q7u, � 76 SPC{SFlC StIDBTRATE3. N rnuwoN '� U � ��¢ W O O Z O d O o o O � 4 4 � O O TOP VIEW � a.� � � � U �o snom+�wmi�xsVx.+ss• i TQPVIE4V � t i j Z � W � Mu�uoN � i � i I— C9 I 1 I I TYP.ANCHOft � � � EXTERIOR � � j � �Ei��isgaatas Z �g � �� I TVP.aVC11QR 1 � STMIDMDMUWONCLIP � i p�suesrrur�, � i i �R�� Z � �� `. tdODIFlEDTQ FR FlEI� � 9EE TA9LE5 16-14B ,, � ; GONORtONS. �' r � � '� � �rXsnwctFcuF. z z Q N rn i i � � i zrertrnuwou�r+o�rnusree ,Q p Z i i i i WSTALlEOINSIOEpFBAYNULL � aap m ci� M�4L�N � � �� ' � , � J u3 ��i1Cl \ ` I t� � { � �.l � Q � � Y y g�.` i'i i � s•xs�x.��s � � m cn ,, i � nr�oi.�cua� U z .q 3 -'r � I I � 2 PER MULLION @1P, Q — O O � ` � � r.susrseuvsra.+Eo 2' '� �� vs ,. i � � � irasio�oFuru �� O i � � � � �� i i `�-tvP.nt�cr,ntt �" P R�O�DyUtyC�n7g REm�ttsi��anda PEA SU8^TRATE, Building fiAd9 seerne�s�e-��a � Npp.Nc, 17-0630.01 iNro w000, ��4^�-�M Facplratlon Date OS128/2021 � IMOWOW.STEE!„ STAHDARDClPSO$E EXTER�QR OftMM150NRY p(TEWOR fl i PLUM,CMUORMASaNRY MOD�FIFAIN+7E�.n. � . � BY -" i NMtoml-D ~Pmduct ConT j E%TEivIOR �"� e` ur � Eq6ffl1�}ayi�CE ^�,,,,„.� ..\� � � -SJ � � 4.'�. F ! � ! 0 �MOWoo�,��. 1 a ALUM,CMU 412M450NRY �ry � i @� D�TtNCE tj 3 P� Z I —�—----« �H� W ��, �� 4 �� ''� PERANCNOtt NC7TE5 FOR INS7ALLATION OPTION G&H: � ,��ap�1Y LYNy�� G � ti ��r''ytCEYSF�,1��%i 1)USE 2 ANGLE CLIPS PER MULUON ET70.CIIPS MUS76E INSERTEQ INSIDE OF MULLION, y ,,, Q-_: �ttt i NOTES FOR INSTALLATION OPTIONS F: � �o.5870$ '� % I 2)DE7AlL G�SEE TABLES 78-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE S � *;' � t}pEi'AItISNQTAPP[.tGtBtEFOR7HESAYQRt2fi'X2.11'X.12SMUt110N. LOCATit}N5. = � ' *_ � � ^"S7: � 2)56H TABLES 1&130 FOR hNCHOR qIJANfIT�E3 AND SHEEfS 21-23 FOR HOIE LOCAT10N5. 3)DETAII H:SEE TAB4ES 156 OR 168 FORANCHOR QUANTITIES AND 3HEET 22 FOR HOLE iv I r�Q,' ATE F��',��` � 3}THE2XSGLIPISNOTSUITfiBLEFpf2TNlSAPFLICATION. LOCATIONS. � 'r'��'•, p �<C/� 'rt�� . CORtoA,.�''�� T ''��l�1VAL�,�N1��'� � a A.Lf(N{V�14A@lett,P,E. � o FL P.E.#587p5 ! ! � TABLE 1A a�� Mul9wi Ca ac Teble �� Opening 4Y1d8�{for vefticaAy-spsrring mulltvre)or Opening Height(forind�r7s6yspeming mWior�) p yoin ti61n 7aN antn 4atn Z4�in 120h /46k 160h ¢ o rmma,puar mprrde�a. aec�e�pm� naprrnm�a wece�s�+� rmpimena rtcns��,� Tmnrtm�a �Nec��am 'mM�o- Raw,erv Tr wmany. rm�wr r�nPnaana r��ewar 11oMrtmp. Reetenpdar �pnianq. �� 1%27C.125 ��^9 lmcA�O Lmdnu �uad�B LaadmB 4oni9n9 4aadna Lasdln7 Loadn9 Lmdn9 Lo 11n8 Loedni LodGn9 Lce�ng Lmmnp Lnemn➢ La¢dhB ��fl 02 U a��,.r�� . �_ a � � a €.. � �'.. � �' � �',. � �' € �'� � a � � � � � �,,. � §.. F �'.. �'_ W �w,�a� � �s� � �� 9 �' �� 8� 8 s� � �� s �� ' �� s$'� �. �� N fr � g'" �s� =�i' a b� � `� � & ee �' ¢S G �� $ �� .� �� 5' t E� `� � `� �y �£ €� t¢�� eP ,�� Z ��pU M- f� �� d�� E� k� �� i�. �� d�� +�. d� �� . �� s� a`� �� d�� i8 B� �� 2a 2'�. d�a� W 621rt tit.8 �09 iPB.S 332 93.2 ROB 11&6 325 7q.S 4oe {CT.B �t BH,B fC8 t64.< 319 6tt 4oe id4.8 319 35.9 1Ga lOt.O 318 9e.6 A� ioiA 3/9 39.6 a�8 1#.fl 8f8 sAfl 40E 1aaA 313 O � � x � 481n 74.0 312 61,8 258 6Lb �1Y T9.4 ?52 87,5 312 87,0 248 Ad.tl 912 BJ,2 2�8 It.B 312 81.3 2M 77.8 N2 81,D Sl4 312 313 81.0 YN 78.8 312 81.0 24{ Z11 d12 B1.0 2N j � U1 5p.575{� m9 28f 7Q8 T74 57.Y SO1 BiS 7lB �SB 791 65.7 724 39.11 2B1 5R.1 7a &S.5 Y81 50.1 � d1.B 2E1 40.a 218 26.9 78/ /8.7 219 aE 281 49.3 2f9 20.0 2!1 fe.] ',M9 � W �a � � W in S25 347 8T.5 207 t1@ 2l7 i8.8 2�2 3T.8 3�7 At.B 199 32H 217 {�.5 �88 y4,2 Z{7 19.A 191 38.3 ?tT 1&} 143 2S.B 4A7 3S1 143 58a ZA7 7&t t91 78A 247 38.1 183 j j � � 0 60M 36.4 200 41.P 170 32tl 40D 3SA 168 71,i 200 31�8 167 20..0 2G0 1l.Y 18D 2�.3 2uU T/.7 159 18.2 2DQ ZSe 157 16.0 200 25.0 159 � F-- � (� � 893n �.1 1B1 35.3 735 T7.6 1e1 30.J 15t 23.7 1B1 29.9 t�e 2p.7 /B1 2i.'� 748 18.4 181 229 IM 16.9 iB1 91.7 1�U � � � Bff$i 28A 784 39.8 tC2 24.6 !65 26.1 139 Z0.$ tbs 23.5 536 1&.0 iG5 2t.D 134 Z Z �� m � ]2F a.2 1�D 27.7 120 1B.5 /79 1B.B 718� 15.8 13B 17.5 11B � "u uN_7 � t7.I� s� 7Bb 18.9 12S 19.T 100 1&7 17i 19.8 ta7� p J � U �� a J h 78tn 27.} �t� t62 iQ4 = ' T � Z � � Q N � TABLE18 ANCHORCAPACf7VADJUSTMENTFORMULA: � F �5� o� ip MchorCa al Ta6b bs ANCHORCAP.,,,,,,,,. °' � NN a�zp sc�t�a�e: 27xcamrete 3.SNCa�c. Hc9m+CMU FmeactYtu Piwood Msqi (DP)X( )=ANCHORCAP.,� '. � .- � ^J�6�8co itr ss El�e btta'Eko iJa'ss Ewo Citi SteN #fs eEeet Ai2 S�ed hiULL10N CAp.,,,a,,,,,, AtcfiarTYFg °.�56'Oca Uibaoon tA'Eicn tfl�m l tB Eku tNtrman 1tA'Eto t3ltrecan � (C N � N AnchmGllpPaCems ulvaeon AW�atm uxrmon Apq�e6mor sarew{65}scraw{cs} scrcw(G5y USE7HtSF6RMULA70CiBTAINTNE"ANCHOR Ea�pmmnce(m� �• z�rrr r a�2° ave� �• z-�rs• r z-im r a+re� r o.aa� a,�• o azr CAPACITY REQUIRED"CORRESPqNdING TO AN = U X � �} I em�cem�e por t�sw• faln^ �y+" �a+�• r �-w� +�u�• i-va^ �.vr i-v�• i-uc z �a�� ra�e� wnes ACTUAL PRESSURE REQUIREMENT FOR THE � ,Q "� p a � znncnon�+.TSM�n.o.arsm�waacroe�a�ptF§.vY �ma ssoms aaws �oms �aums z�am9 zsonm sssms r4a�w a7a�os se�me aasma �at� a2m sso¢c OPENING,WHENRISLOWERl}WNTHEMULLI�N � n.�� mcn n) i 4AnUwie�7.7s Min.O.G 75fantls¢{mOGsep Ci'p(Fp.9): t06�ba 7�6�s WA N/A NtA NtA 386 iss WA NtA NtA MA WA 682�s 885IDs 5120 ks CAPAGETY(�ROM Tt3E TABLE)QF THE SELEG7ED a eL fl '��, 4pnthae�9'Mn.D.C.!(Y)2x5Anple Gipa 1(Fl0�3y 7ea ien �so cre eeo me i�eo w� iese me 5qo iee sso ros wn �eo ic� 7ae im eso me ree2 mo ssx m, ee�� +so ws MUILiON.17 WiLL Yt�LO A MINiMtlM ANCH6R U� � � o�� 2 Nq�ora�OAS'Min.o C.I tlqlp,ION.t25'AI4m.(F�.4k WA WA WA WA WA WA WA WA NlA WA N/A W� WA N/A 775 W CAPACITY WHICH MAV BE USED TO QUALIFY tu�cnatF-Cuptcq.ey +e�ms �951de asros usms 'eama t�sma �noles �nias 3701bs ie�im �2iE� ��s�cs �70� 2ztire zeoNa AGOITIONi41..ANCHORQPT1oNSFROMTHE pRODUCTgREVISED 2Anttwm�i.7SMin.�.CIRClID6b-8k 2d0ibs 3SDibs WA WA NIA FUA S9A�a WA A}tA WA WA WA 3di0s M21Ds iEOQw ANCHORGAPACffYTA�l.E 8uliding'yGOtlewlththoFtoTlda NOTE:FOfl THE OFFSET CLIP,USE THE SAME ANCHqR PATTERN}WDANGHOR VALUES RS THE STANDARD CLIP NOA-No. 17AS30.01 Ercpiretlod bate OS/'�6/2021 Miam:-D � roauct on�roi-` �FI�G,�,URE'I: '--��----,�� FIGURE 2: TABLE NOTES: L��__--__-�� t , 1}9EE SHEEf'1 FOR ENSTF2UCTtQNS QN US7N�TNE T.aBLES AND SHEEf 25 FOR INFORMARON ON tAARtNG. �.I � {,�_� SEE SHEE7S 2-4 FOR 6ENERAL INSTR7.LATfON MEtHODS. -j tA00' I` 2)LINEAR INTERPOLATION F3ETWEFN MULL LENG7NS AND/OR OPENING WIDTHS 15 ALLOWABLE, r FiGURE 3: 3)AAU�LION AND MULL(ON C�IP5 9HOWN ARE NOT 74 SCRi.E.FOR DCAGT DIMEh'StONS,SEE StiEETS 25-23. i • � � HOLES TO BE QRILLED IM THE FIELo FOLLOWING p1MEN51UNAl RESTRICSIONS SHOWN ON SHEET52'I-23. 2.000' fIGURES SHOW SUGGESTED,APPRO?GIMA7E HOI�LOCATIONS. I � �� ANGLE CUP MUST 8E USED SN PA(ftS. 4}SUBSTRATES:CONCREI�E SHRLL CONFORM Tp AG!3Q'i SA£GF3GATtONS.H6LLOW AND GR4UT-PILLED L �ZS' `��apNY.LYNN,y��'�i�� CONCRETE BIOCK t1NiT(CMU)SHALI GONFORM TO ASTM 49D.WOOD SHACL 85 PRESSURETRExiEn ` :�a;��uGEN�F•.,{{�` FIGURE4: FIGURE5: FIGUREB: YELLOWSOUTHEFWPINEWITHANSGQFD.55.ALUMINUMSHALLBE60B&TSANLIBEAMINIMUM OF 125" I „ . '.� � � S THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(t8 GAUGE�.STRUC7URAl.STEEL.TO BE AT 1'X 2'X�25 MULLlON =71r; Nn•58705 � � � TF E M{t7ERIALi#K&#i2 AN ORSCN'E'O YY6 D M Y SE EEL 168 S.S.OR 10 S.S,GREW TF62EADS @EYOND ^�: *_ �JJ�.�I t� :'�D•�O .� t �_ "O,�. STA7E F ��(V�` "'��'•�,�ORIOP �''\�: � �`'fSf�NA�.��.�`, a��rNtamn�ue�13,p.e. FL P.E.#58765 � � TABLE 2A ' �� Mu1Gon Ca ac Tabie s �� • OpeningWldth(fo��eAi�OyspanNrgm�iai5)orOpaningHelgM(4o�horimnfaVyspa�vdngm�ions) �� I SOIn BOIn 70in 001n BOIn 7001n 7701n KON 1fi0N w'� I ftx�rpulaf T2P`Thv9. Re�pWar T2P'rfia�. Rwtnn9�+ T�P�� RecleNWv T�P��C RxranPJof 71eNm�6. Recla�q�dar TreMdsq ReciaiB� TmWTdaB� ��B�ar TmP'T�0. Q��Gulaf TnP�g'�9. ��v � � 7YY:.376 loadlnB �o�B Loaa�6 LoadinB �hi0 Loao7re LmOiry LoaE�nB Loadro LoaAoO Lm7M Loadt� LoaAry Lnad�O LmLlnp Laodtnp Loafitp Laad�q pY � AWm.Tube �. €_ � � �g' �.. �' �.. yg � �g � a s � r r � a �_ � �_ � r b � MuNon 8 3 d � �a �3 8^ � d � � � �` y �^ �^ � �^ � �� 8 � 89 fl � �� - �� a� a � a � a � a� 3� a �� g� N LL I � � �� .� .`e� $ 6� � €� �� 8 r S� � � � �� z $ �e .5� §� �� , .� B� � 5� 3 ° V i � � �� a 3� � � �� - �� - �� z �� .W �� g� � � �m 17LL0 a1a ��ao C34 �57.3 fiR 1700 47B 129.7 BS1 17¢0 60fi 713.8 � 1�.5 51B 100.8 B� t68.8 577 9aB e� t�9 6t7 7fi7 BB2 18&Y 517 bie 8R 18fle 617 Sfl7 881 7888 617 N � N I qein 121.� SW 138.0 418 101.q W7 1181 410 B6.B SD7 'lafl7 403 T0.0 S7I 102B 389 87.6 5Q7 99.6 8B7 84B 5W 89.0 398 647 507 99.0 398 43.4 50'7 99.0 39B 30.0 SQ/ 89.0 386 � ? � 80.67Sin 1037 d5B 11Qfi 378 B69 4:9 BB.B 371 74.1 458 90.6 3fi4 61.8 0.58 Br.B 380 57.8 d56 �B7.3 367 6L0 /56 860 336 132 /58 80.0 386 37.0 A56 B0.a 95E 324 d66 BLLO 356 � � �A = '�� r :41n G5.4 400 83.J 336 71.2 400 80.8 32B 61.0 400 R7 �2 534 400 67.3 3tB 47.5 100 %0 3/5 427 A00 413 3�4 3S8 400 61.8 317 30.5 100 OtB 3U 2&7 47G 81.0 �13 � m O (� � m fi 60in 6Z.3 324 fiB.9 Z7E 51.8 324 57.5 270 416 �M1 61.2 264 3&B �4 4G9 Z6f1 33fi 324 q3,9 ]97 9f.1 324 A20 256 ?&0 324 40.5 253 73.2 �7.4 4Q5 Y'ai 79.5 334 4Q5 753 � �p � C 63tr� 53B YBI 5l.4 7S3 4YB Z'1b 492 248 38.4 2SC �A.6 241 73.9 S7 948 237 29,9 184 37.1 234 3S8 24d 312 232 TL4 Z94 99.6 Zi0 'IB.Y S7 314 2� 16.8 Y91 334 730 � � Z � . fieln 4flB 26B 49.8 Zf0 3G.0 268 424 �5 334 3fi8 37.6 a1 29.7 2� 341 27B 28.0 268 31.8 216 Zi.4 7be 19.E 2Yi �8.6 268 2&0 210 1aT xi8 37.7 2W 146 288 Z7.7 �9 Z � ((��y 5' _ � 72fi 3fl0 775 37.9 786 30.0 T15 322 191 2±7 7�5 20.4 iBe ZLS T25 Y58 185 20.0 ?]5 ?3.6 �92 160 T25 721 180 16.0 275 20.3 1T7 128 126 19.8 179 113 275 19.6 178 W '� W� •� ,�,Q 7eln 3¢B Z02 320 'ITI Y5.6 N2 T7.2 177 21.8 2P1 13.8 770 18.2 27t 27.9 7HT 17.0 Y�2 18.7 1fi5 763 � 161 tfi3 72B I@ 16.7 180 10.9 � 1SB 158 B.e 1@ 119 15B F�„ J �� Z TBIn 2E.3 ie2 29.6 10B 2i8 192 7S1 165 24Y 1g7 ?20 182 17.7 'I@ 187 iW 157 197 'IB.1 1bT 1<.2 1B2 t4a tb5 11.8 tvS 1B.2 t52 10.7 192 74< 1� B.B 1P! iC.4 1fi0 j ¢ J � � W I� 1&6 1d4 79.0 11B 754 16{ 1&1 178 Z�j � = Q N � A6f� 162 127 t&B 773 p, � ��Z'�'O O TABLE 2B ANCHOR CAPACITY AOJUSTMENT FORMULA: � !4 �'?" � � pnenorCa ac Table bs N � X � siAstrata 2ncanc�erc 3.5¢caw. MowwGMu wleaaw PrNrooa Mefm (�p�,)X(ANCFiORGAP.,�..,�,\_ANCHORCAP.,�. Y � 7H8'EICa 1f4'66 Eloo UIB'EICo 1/4'S9 Elw 670 9ltel qt2&teel �t(7 6totl MULLION CAP.,,o„e,f F � x Q � � I AmAurType: 9H6'pco Ntrdoon 1!4'Eko Nwcan 3l1e•�co U[m�on iH'Elco NVao� z pncKotCllp PaKems �� npyecetor un�eoon npaocamr scre.i(cs)screw(G5) screw(csl USE THIS FORMULA TO OBTAIN TFiE'ANCHOR cn ¢ O O Eaus ownn�e pnx i• s-irr .r z-vr �ir�• r 2-frr r a�rr r �-ve• z• o.ae� o.so• oazq� CAPACffY RE�UIRED°CORRESPONDING 70 AN � ��T Z�O�Q Embedmerit(mi 13l4' 7�4' 1�4' 15lC z• t-��a^ t-tla• t-ila' t-v4• �-tf�• t-n�• Y tara• taia� �enea ACTUALPRESSUREREQUIREMENTFOR'THE � 2 Amlwts��.75'Mln.O C./StanOaN m Olhet qlp IFlp.1k �i�e 3so iw as��. aso m� ieas ieo zro roa mo roe s5a roa rqo ws 9741Eo eea im eas a�i�w �az in, seo ms OPENING,WHEN ff IS LAWER 71-L4N THE MUWON � ' 8 � �� qnchon�1.75'MIn.O.G/'otendb�aOrtsaq Olp(Fp.1j �B016e 7�m,i WA WA WA WA 9B�roa N/P. N/A Wh WA WA BB2Itr E&SIEe 11EO IEs CAPACPTY(FROM THE TA6LE)OF THE SELECTEO � a�nom�a•rn�.o.c.i�2I ug�re caw r IFre��X ��s �e�ies seo e: �seo ix �esa�c. :ao m. sw ma N/A tao e, �ae ws aeo ma ��s� eez me eas ros i ua i� MULLION.I7 WILL YIE�o A MINIMUM ANCHOR pRODUCT REVISED 2Amhms�OAb'M4t O.C.I lFGlp,Ha.tss nwm.lFro.<X WA WA WA N/A NfA WA WA WA NiA N1A WN WA WA WA 715 ma CAPACITY WHICH MAY BE USFD TO QUALIFY as CompNln9 with the Florlda 1AnclmrlFLIiDIFlp.S): /85De 1991Cs 7l56a M5ms B771D� t35ma 140ms 7RIba 3701Es 1B716a 9321Es 4T711s 770me 12�I1a 280@e A�DRIONALANCHOROPTIONSFROMTHE 9uildingCode 1 2 AnaArae�t.iS pLln.O.CJ FQID(Flp.B): 2N ms 350 IEe WA WA fi/A WA t901ls WA N!A WA WA WA 3/1 IOa 44Y Ibe 580 be ANCHOR CAPACVTY TABLE NOA-No. '17-0630.01 � NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATT�RN AND ANCHOR VALUES AS THc STANDARD CUP Expiratlon DaSe 05/26/2027 ey Mlam o ro uet�Co�- FIGURE 1: FIGURE 2 TABLE NOTES: � � � � 1)SEE SHEET 1 FOR INSTRUCTONS ON USING THE TABLES AND SHEEf 25 FOR MFORMATION ON LOA�ING, � � SEE SHEETS 2-4 FOR GENERAI.INSTALIATION METH00.S. 'I �� I` 2)LWEAR INTERPOLATION BETWEEN MULL LENOTHS ANDlOR OPENING WIDTHS ISALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FQR E7fACT DIMENSIONS,SEE SHEETS 27-23. �� • � • � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTR1CilONS SHOWN ON SHEETS 21-23. 2000' �� pN,......N,y� ��i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � �i `�_'�`,:'��GENSF'•.�(�% ANGIE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND OROUT-FILLED .375" : Q;' '•� � CONCRETE BLOCK FJNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED � �7t; �'1O•`'87` '. �._ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.12S : /ti _ • 1'X 4'%375'MUWON . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUG�.STRUCTUR4L STEE1 TO BE AT "O .0 .:'�; LEAST.125°THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRFA�S BEYOND %� •, � I�j � � �� THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 5.5.OR 410 S.S. i�T'•., AT� � � �/: LL� �1 �.I .�FS,•:�coRio�.••'G�2: �'��,S,�ON�lAL�E?.�. A LYNN�hAILLER,P.E. . FL P.E.#58705 � N m TABLE 3A � Mu01on Ca c Ta1ile(IhsRl=) �+x� � OpenMg W[AN(for�erticaNy-spemerg m�iore)or OpenlnA HefgM(for horlmnta0y-sparuYnB rtwSiore) ��,i� e .,�p� ep tr� 7D In 8U In BO ln 1 W In 1201n 1401n 180 b �Y,� o Rectan8+la hepTMa�B. Recmn ar Tmpffrfa^0. ��B�a T�^P�u9. Rectnngder TeNTM"^0. Rtvn�lu 7tep✓f�lmg. Rcchnp�Gar TmMrV�& Rttton6�er 7tayhlm9� finefan9� TmpRAen0. RecfmiP� TtaWIF�9. � � K 7%L�bl loe�nB looSnA Lm6ne LoxSnp loadn0 Laadn9 LoemnB ��M L�adnp LoaJM Loa�B Lme4i9 tnaCr.Y Lm6n9 Lm6n9 lmdrp Lm�9 ��6 oY� V .s76Aium r a a �o.-. �u �' � � �.. '�- '� � d Muliblon �p �$ s' �p� �� p$�. �� g$ �� '� � �� ` � ��. � �E � �� Ua � �� $ � �� o o� F �� gSe e"" �� € �y� �� R� �g €g� e€ @�� s�' �p3 �� 7+�& � tF� s2 ��gj s� �� 6� �� o � t��v � E@ d� �� d fc �� f�C da s� d� a�. d� f� d� a�. � ��. da �e�. a¢ a�, da ��. ¢`c �� da� i� da �� 6z s�. a`8 ��. arc �E rc � � W 4]N 170.0 b� 770.0 135 170.0 7N 170.0 dTB 170.0 B88 170D 508 1Te.0 897 176.0 S1B 1760 1116 17LL0 627 77�,0 1240 170.0 621 1487 7307 770.0 5l1 1DA 1301 7TD.D 41 111.5 1301 1700 52f w J (�/] � J N 18in 170.0 709 1711.0 5M 17�.0 6°.9 1T0.0 884 170.0 OY2 170.0 B10 170.0 1133 170.0 6B1 131.8 1119 170.0 BT7 1Y.6 1179 170.0 fiB0 173.8 1139 170.9 B80 87.8 1178 170.0 880 85.4 1I39 170.0 680 F � �� / 50.6251n 170.0 7{7 17f1.0 5kl 170.0 L90 170.0 W1 167.8 10II 170.D �4 148.0 1072 1T0.0 727 1346 10� 170.0 717 117.� 1032 ttao 758 97.9 1032 770.0 780 BS.B 1R13 17f1.0 7$ 73.4 10.12 770.D 78fi � W O� � 64M 170.0 7Hi 1T0.0 612 ifi1.3 907 1J0.0 801 1�42 907 I61.7 TJO 18L9 807 15L6 12G 10T.5 BP) 145.0 71! 86.0 9Q7 1�L1 NO eo.e 807 1d0.0 7�H W.1 907 11U.0 709 Hl6 807 1�0.0 7W � (fl � fn �in 141.1 7I5 151.5 CLS 117.6 7J5 t30.3 617 .t00.e 775 118.0 599 BA1 735 toe.2 fi80 7!A 735 98.5 be3 TD.S 736 95.7 578 58.8 T�S o7.0 57� i0.4 AS B1A S74 K.1 775 9fA 576 Q � � (� 63N 121.8 6B6 7]0.0 570 ia'1.8 6'� 117.5 657 07.0 fi68 88.8 317 782 � B41 938 67.7 Q+B �.e 031 80.9 %6 78.!' 3�8 80.B f68 Tb.B 327 43.3 Beb 78.8 827 38.1 %8 76.8 521 j � tl Q q 681n 706.0 607 112� � �.3 BQ7 BB.7 511 75.7 B07 85.0 W1 W2 80T 77.1 493 SB9 6�7 71.5 488 57.0 6W B7.! 461 {L2 607 �.4 478 37.8 63! 827 474 3'1.1 847 827 47� � Z a� V Gm � O J 72pi 81p 510 ffi.H H7 88.0 516 73.0 f34 SB.7 10 84.7 � 57.0 510 57.B 478 �5.d 910 57.3 �iJ 4U.6 410 90.0 40E y70 510 45.8 �02 T9.Y 310 M.4 388 25.6 670 !{.] 399 W �2 �� J @ Z � 7B In 69.4 45E TlS 100 57.0 �59 81.7 782 99.8 �Se 54.1 3B5 �J.4 4bB 4E.8 778 3e.8 /'.f� W.b 373 54.7 45B 41.8 36e T28 45B 37.T � 21.0 ISB 36.0 ]59 27.7 �7E 37.7 Yf! � � j , � ^ 78h 842 �15 Q7.0 3Et� 53.5 473 :&B 377 46.B 435 IB.B 3B8 W.1 uS 14.7 7W 35.7 1�6 40.9 395 �2.7 415 3B1 331 78.8 �75 79.4 311 42.8 r35 92.6 741 R1 /75 72T 340 Z Z � Q � � BOin 41.E JZI 13.1 Y90 74.b 377 �8.4 283 2'1.9 327 31.8 ZBa M1 JII 28.7 Z79 232 ffi7 25.7 91 10.8 3T7 T37 268 17.� 727 21.0 282 14A 327 18.3 25E r Q r Z N •- � � Y57n 3{.� 7B7 35+1 Ib7 28.7 287 28.8 2S1 I�.B 297 1� ?R8 21.5 ZH7 711 2lt 18.1 1B7 ZO.B 7F0 17.2 ?BT 19.] D7 16.4 2B7 1a9 732 a � � m�'�� iaBht 242 �77 14.T 207 203 71T 2QB 2A1 17.s T27 1B.D 198 17.1 227 1fl0 183 ^ � �� H W r 1111n 717 47S 72.7 19� 19.8 215 78.1 181 75.8 319 18.8 1!e � Y Y � N 7 ? 1a7in 17.8 1M 17.8 187 ~ O Q x � � 0 TABLE 3B ANCHOR LAPACITY MJUSTPIENT FORMULA: � d�e� Z m!n (q Anchor Ca ati Ta01e bs ANCHOR CAP.,,,v,,,,,, a ��> O�,O su�,e[x 2ikccnerese 3.SkCono. HollvxGMU FIIIBOCMU aTwooa inam� (DP„)X( >�ANCHORCAP.,� o .� �� 2' Mena TY7a� 6HC Elco 7N:ssElco SHaElco 17a•ssElco IttasDeal nizsleel C12sIW � MULLIONCAP.,,m„e. V � � N �7�� sna°EkoWeecan 1N'EkaUAta:m �i�� sn6'Emo Uieacon t/4•EtauWecan ��a�� pp�eGemrsae�v(c�7earew(c5) 9crewKi,� U S E T H I S F O R M U L A T OOBTAINTHE"ANCHOR pRODUCTREVISED Anertor CIIp Pattems Edae aeim�ce(m} 1' a�2� r 2-t2� 7�ve' i' z��1' r 2-v= T }�+a' s o,qe� o.sa• o.na' CAPACITY REQUIRED°CORRESPONDING T as eomptying wlth the Flarida Embedmer,t(Nk 1-3f4' 13�9` ta14' t316' 2' t-v4' i-V{' 1-4/4' 7-1J4' 7-0f4' 7-0/Y 2 7a/a' 7a�a' � ACTUAL PRESSURE REQUIREMENT FOR THE Buliding Gode PAno�am�4.75'Mh�O.ClSrondmaoroGsetqlp�F:p.7): 36010s 3eoms <soioa arol6e leaama zloi� �oms ssams 74ome 374f1a 6saiee sasl�s sqilW 4azlt 5soms OPENING,WHENRISLOWERTHANTHEMULLION NOA-No. 77-0630.01 �Mc�ors�1.15MIn.O.C./9lentlaitl�or04sepCIl01F�B�21� 48014s 700@a N1A N/A tLA WA 38olEs WA WA WA WA WA BB21ba 88510e 11POIEs CAPf1CffY(FROMTHETABLE�OFTHESQECTE� p�PintlonDotu05/26/2027 4An�lwe�3'Min.O.C.l�t)7x5Ar�p!eCPps/(Flp.3k �eame 7sums seoi� �seoms ie5eies 5aoros 5solm wn 'rsomo �aetm eeoins �aexies se2ies amioo »xoms MUWON.RWILLYIELDAMMIMUMANCHOR 3Nchan�oA5'MU�O.C./Ui7ip•into.las aium.(Flp.bl: WA WA Nlq WA N/A WA WA NIA WA WA WA WA WA 1UA 7'16 bs CAPACITY WHICH MAY 6E USFD TO�UALIFY By 1AislcrfFL9DffI0•5�: t&5¢s tasms 7zsim a4ams ezzios i75ws i4oiOs tn�, 3701Ee te7ib x+zms a7aas i�aios �iin+ seoo� ADDITIONALANCHOROPTIONSFROMTHE Miaml-0a mtluelControl pArohvn�1.15'MIRO.CIFLIID(Fmeg 24Dros SSOihs WA N�n WA WA 1B0�a WA WA WA N�q WA 3471Ce 492IDs 580bs ANCHORCAPACffI'TABLE. NOTE:FOR 7HE OFPSE7 CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS.THE STANDAF2�CLIP �CIRCLED VALUES ARE USED IN THE IXAIdPLE ON SHEET 24. FIOURE'I: FIGURE2: TABIFNOTES: --1 1.000' r � � • • 1)SEE SHEET'I FOR INSTRUCTIONS ON USING THE TABLES AND SHEEf'25 FOR INFORMATION ON LOADING. � • SEE SHEETS 2-4 FOR GENER4L INSTALLATION METHO�S. � ��r�� i 2)LINEARINTFRPOLATIONBETWEENMULILENGTHSAND/OROPENIN6WIDTHSISALLOWABLE `�.�apNY LYNN,y��i� FIGURE 3: 2.750" ` ��'' IIGENSF•�CC �� 3)MULLION AN�MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR IXACT DIMENSIONS,SEE SHEETS 21-23. � Q�• •(n � • • � � HOLES TO BE DRILLED IN THE FI0.D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. *: No.56705 � � FlGURES SHOW SUGGESTm,APPROXIAAATE HOLE LOCATIONS. � 7�- ANGLE CLIP MUST BE USm W PAIRS. qj SUBSTRATES:CANCRETE SHALL CONFORM TO ACI 3D1 SPECIFlCATIONS.HOLLOW AND GROUi-FILLED � /+ ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURETREATED 37s ��p � j �� FIGURE 4: FIOURE 5: FIGURE G O • 5 qTE p�;••�� YELLOW SOUTHERN PINE WfTH AN SG OF 0.55.ALUMINUM SHALL BE 8063-TSAND BEAMINIMUM OF 126" � �'n�'• • �f/� THICKSTEELSTUDSTOBEAMINIMUMGRADE33AND.045'THICK(18GAUGE.STRUCTUF2Al.STEELTOBEAT � fi �'•F��RIDP.•'' \C�� • TF{E MATERIAL#70&#1�ANCHORSCNTO WOOD MAY BE STEEL,1&85.S.OR 4 0 S35 CREW THREADS BEYOND �"X 2.75"%.a75•MULLION ',�SS,��NA�E�G��• � � A.LS�I�N MILLER,P.E. FL P.E.#58T05 �n � TABLE 4A a o� � � , ' 69utIlonCapaa TnWe bslN `�' _ OpenlnpWuith(far�eNratly-spemlr8mulliare)orOponinaHalgh!(forho�ndy�sparrtinBmWias) �� a Sp m W h� 70 in d01n BO In t001n 12o In 74D In 160 b ��0 0 Rxlenqula TmprTtle�9. Roo�lu TaPfT�ten& ��@Jar Tep111on9. RuMnB�T T�ap(TAen& RealanW�� hW�Tdanp. RoclunBWer haplfrien& RecmnB�la TaplTdmry. PacNOPd� TraplSdm9. Rectmipidar T�IManp. � � � 1%276z �� LmdnO La�3np Lua�n9 LoadnB Lmd�9 L��ng Lw6nB Loadn9 LcuM9 LmdnG Lnem� LoadnG LoaBnp Laa9np lao3rt9 ��0 oY y � .660 Alum. r a a a r g r t � r � a a n LL Tu6a e a a �.. � r � �s.. � �� `�" � a_ q �a.. o �.. �.. s�_. � �i.. �„ u� a � v.. hWlGon � �� ge � �� a €�. a �� s�� . $ �� e � ��. � dB � �a8 � ��. � �� N � 0 0 0 0 0 oa o 0 o u o c, o 09 0 � o a o o u9 � o 0 0 �a o u o9 o u o � � _� e� �� a _� g� ss � �� g2 e- �� $ .�� .�� s� �� ze �� s$ g� �� o� z� a� °� ee =� �� o v� �w� W g � � eg $ �S �� fi� -3 � �� a g �� a 5�. � � a�� -� � �� '� �� z f� �� s'o a�� s� �rc� a� s� a�a ��. �ez sB �a s'�. a�e s�. �n� �� c� �z s �rc � z �a �c � �c� �� z s� z a� z � � 3 � W w - 2 43N 770.0 630 170.0 435 110.0 7K 174a 470 170.0 BBB 170.D SOG 17G.0 992 170.0 51Y 1)0.0 1718 170.0 527 170.0 12�0 1T0.0 627 174o i<BB 770.0 521 15fl.7 1B2U 17U.0 521 taB.B 16d7 1'ro.0 521 W J ln �lln 170.0 708 170.0 SZC 170A ASO 7R0 56l 1)O.D BB2 174A 6!0 170.0 1133 170.0 681 170.0 f275 170A W7 170.G 1417 1T0.0 880 111.7 1417 170.0 BE� 1I7S 1417 170.0 880 f063 1�17 170.0 B80 � � � � � �'� 2 50.RSin 1740 7�7 170.0 563 170.0 BBA 1740 831 170.0 10/9 170A BB4 170.0 1199 170.0 72J 162B 12A8 170.0 747 118.7 1288 170.0 758 f21.9 178e 170.0 758 1W.5 1496 17u.0 750 91A 1288 170.0 758 V, W O� F- 51m 17f1.0 787 '17aa 872 170.0 459 777.0 �1 170.0 1116 ITa.O 756 150.7 1110 17aA 603 133.8 1130 1)o.a B77 120A 1130 170.0 856 1045 1140 770.0 !61 86.1 117a 170.0 881 7S3 1t]0 170.0 881 � m � BOIn 17a.0 BBS 17a.0 701 1485 G15 18P.3 781 7355 815 1�4.5 748 1UB.8 815 132.3 737 87:8 B15 i23.8 T28 BT.G 915 11&5 720 732 B75 114.4 715 62.E 875 iN.4 715 50.B B15 11�,1 715 a '1 F�- co WU` tq Z {, 87In 151A b3� 161.8 770 126.5 e30 736.8 fiD/ 7U9.5 030 1232 6B1 B{.B G10 1122 6T0 81.6 B30 f01.9 662 75.9 &i0 68,4 85B 833 93� 96.9 BCH &.Y 8:9 84.1 b49 47.4 B30 84.7 648 Z j W oy- _ s seln 1321 76! 140.0 850 11o.D 757 118.9 03fi Y/.3 757 f05.e 0i4 �.5 75T 86.1 654 734 TJ7 ee,1 EOB QE,O T57 E11 60D 66.0 75/ 7a.0 59� �72 757 78.2 5D1 �1.3 757 78Z 5a1 y z a� � �U c y � • 72in 101.7 B3B 10A.8 552 Oi.O B79 91.0 510 72.7 638 80.1 330 6S.! B7B 7Y2 SZ1 665 fi5B 88.5 514 50.8 BA E13 508 4�.4 6ie' S7S SW 38.3 6l8� 55.7 !97 71.6 B38 552 137 W J � J J� U Z S7Bin E8.5 671 80.1 19B )21 571 7B.n tAe !1. 071 E7.4 �76 51.1 5/1 80.8 �71 160 571 65.5 184 43.2 511 6/.8 458 JB.O 971 Q.0' /51 30.8 571 N.� 447 27A 571 N.6 Mb N Q � � I� 7BIn 80.0 542 83.4 174 88.7 512 70.6 469 57.1 � 6t.1 43B 6Q0 `�7 FS.7 419 N.4 542 St.O 142 440 SR 47S I77 37.3 612 428 47Y 26.8 512 10.6 {8 Z5.0 81Z 40.1 �23 � Z p Q N p� BOIn 527 �07 53.7 361 43.4 IW �3.4 3i5 J72 �P7 39.8 81B 97.5 101 35.3 347 29.9 107 121 :�118 29.� 4G7 �.8 ]34 21.7 407 7B.1 3T7 78.8 �07 Y4.1 372 f0.3 wY 23.0 31B �, Q � Z � �p 68 hl I28 a� �C.t 720 75.B J58 372 314 30.7 359 32.1 308 ZQe 1'D 2&6 301 ?�.E �5E 26.1 300 21.5 15E 24,0 �6 17.0 358 21.0 2E8 75.3 358 182 281 a � X� �O QO � � � fOBn �.I �M1 �.7 25S 25.1 2e3 25.9 25t 21.5 783 22.5 247 18.8 �� 18.9 24t 18.7 383 78.0 MO 15,1 283 1&5 277 N u1 n 1111n I7.8 267 18.7 2{2 23.1 267 27e Z]8 18.0 267 20.8 235 17.3 287 18.7 231 15.4 167 tA.S TtB � � N � � f20in ?2D t19 721 208 1S7 ?28 18.8 2�5 15.7 7� 1B2 202 C�7 V X a O 0 a ¢ � z �n �n TABLE 4B ANCHOR CAPACITYADJUSTMEPfT FORMULA: a �� m��Q Mehor ael Table bs o y'u�p¢1c p,7RConemte 3AkCrnc. HollawCMU F11MfY.41 PTWood Metel (Opp)x�aVCFIORCAP.�,,,,,".��_�CHORCJiP.� U ° � � �-'a�-� 9H8•Eko 1M'S9 Ebu yie'Elco V;'S9 Elca 6f0 9te 1 C1291ed 41Y Steel P4ULLION CAP.,�,,,,m, ru,anorry� a�te�a umacon 1!q'Eica U@ecai yie�oo umsc�, 1/4'Eka NUacrn PRODUCT REVISED qnehorCOpPattems utawon Aoareoatu unracon A�aGeror screw(o�som.(a51 ecmx(o� USETHISFORMULATOOBTAINTHE'ANCHOR aycomplylng wlththeFlorlda Edpe Wt�:ce N,z r z-irz� r z-trr �-v� P 2-im s• z-ur r ave� s• o.aa� o.s4' o.s2a' CAPACIIY KE�UIREO^CARRESPONDING TO AN Building Codc emceamrnc n iai+• +an- ��ma• �3ra• z i-vr i-uq• tam 1414' 1-0l4" I-0/4' Y iaa �-sra� wnea ACTUAL PRESSURE REQUIRETAENT FOR THE Noa-No. 17-0630.01 s azhae 4.76•Mln O.C./Siwda�E af CReM QID(F7g.ik ��s s90 m� asu ih� eso iu iwa ms no im 2 a im as�ics �ao ms 3741Ea �a ms a�e m� �a+ros z im seo ce �PENING,W HEN IT IS LOWER TFL4N THE MULLION CAiwAa�8�1.1SMm.O.C./Sdndmtl(a0&N)Gip(Fip.2Y �� T�� N/A N/A WA WA 3BOl6s WA WA WA NfA WA 6821Ea 885 1/201Ds CAPACITY(FROMTHETABL�OFTHESELEGTm Fxpintlonoate0 512 61202 7 4Anc�Ore�3°MIn.0.4/(t)�SAnpIaCAps!(Flp.3j 7B�IGc 7802s OC�ICn 19fi01bs 189810a 6a01Eo 68oIEe WA 780Hn T481Ds ABOIEo 1Ba21Cs 08216e 865M 11201h� MUWON.ITWILLYIELDAMWIMUMANCHOR IArcdwe�0A5'MN.O.L./Ul'J0.H1o.fY5'Mun.(Flp.4Y WA WA WA WA WA N/A N/A WA WA 1UA WA NfA WA T15h CAPACITVWHICHMAYBEUSEDTO�UALIFY By 1MolarlFLlip(Fm.Sz tssim tes¢e a25iea +�cs enine tssro.+ uaia� m¢o 37oms te7ma 737ine maies �ioios astma Zeoms ADOIiIONALANCH6ROPTIONSFROMTHE Miam e roduc Control 2 Anchas�1.15'Nin.O CI F�UIp(Fp.8T 24D I�s 350 Ita WA N/A WA WA 19010.a WA N/A WA WA WA �47 Iba 44]IEs 580 ms ANCHOR CAPACITY TABLE . NOTE FOR THE OFFSET CLIP,115ETHE SAME ANqiOR PATTERN AND ANCHOR VALUES AS THE STANDARD GUP �CIRCLED VALUES ARE USED IN THE DCAMPLE ON SHEET 24. FIGURE 1: FIOLIRE2 TABLE NOTES: -.1 �.aoo° f-- � � � � 1)SEESHEET 1�FOR INSTRUCTIONS ON USING THETABLES AND SHEEf 2b FOR INFORMATION ON LOADINO. � � SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH005. � `��IIIIIIU 2)LINEAR INTERPOLATION BEf WEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � N i FIGURE3: `��J�O,... . ..N/ZJ��i� 3)MULLION ANO MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2750' \��:.� LICENSF'•�C�:� � � � � FlGURES SHOW SUGGESTm,AP RP OXIMATE HOLE LO T ONS.RESTRICTIONS SHOWN ON SHEETS 21-23, ' No,58705 �� *: �: *= ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRErE SHALL CONFORM TO ACI 301 SPECIFlCATIONS.HOLLOW AND GROUT-FlLLED ��. .�i� _ CONCRETE BLOCK UNIT(CMU)SHALL CANFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TRFATE� �� 7J; ' (� a' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AN�BE A MINIMUM OF.12S �Q�•, q�p `' ;'��` fT� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.645"THICK{78 GAUGE).STRUCiURAL STEEL TO BE AT %�''•.�pR�pP,.•''�t.1` � � � • T ESMATERIAL.#T&#1�ANCH�RSINTOWOODMAYBES7EE1,�18-8 S.OR 10S.S.CREWTHREADSBEYOND 1'X2.75'X.850'MULLION ''�;sS/p�At ENG��` � ir, n� i<< A LYPIN MILLER,P.E. FL P.E.#58705 TABLE 5A ��o � 67ultian Ca ao Tablo aRC') n " '� OponingWidth(foreeM1iraly-aparrirgm�ions)orOponingHoipM(forhorizorrtePpspmvirgmuifiore) ' �� SOIm m� 70in �in BDin 1o0in tt0m 740In 16oIn p R e c m n g��m r m+R�1�a. ��6�� rm a'T n a n o. aewmia� rraWM m e. �mm�t.r TraMriena Rv��Ja V�m+a. Ractvswer rreNT�^a riermriw� ir�+'iris�a Reae�6�+�� Trea7r�na F�a�@�� '�t��o- �� 'I'X3.�25"z Lm�np Loodn9 Lwdng Load�9 lnadin7 Londng LwdmO Laading Loadirip Loedn7 Loa6n9 LoadlnB loadinB Loadn9 LaadN Loadn9 Lna3ne Wx7ne ay+ � 500"ntum �. r r n g � r r � a r a a � a a r n r a y � � a r n n a ' d Tubedlull a y,.• m �a.. '�.. a v ., a r,.-, .�s w.. � '�.. � `�u.. �,. �.-. � ., �m . a �� eB � �� -� a �� $ � �a � �-a � �� a �� $ � �� e� � �� . � �� e �� V U U U V Uv U U U U U U U fl U fJv V U U lI U U U U V U U U V �o & �� o� s� e� �@ �s p m� s� � _�' n� �' s� b� se �@ o� b�, �� .§ �� <� ��' ��. `� z� s@ �� p � o � mQ,�v H g� �$ �� `a � ��' -� �� 5� � �$ e =� � �� `a '� � i� � � �� S g � � �� w� Z � � W E �a s�. �a � �rc sa e s� �� d�a s�. �� z� � �e. a �a. �e ��. � ^ a�e � �n� �� ic �� s� �a i�. �z ��. � � O l7m 170.a 827 170.0 935 170.0 7Ll 17�.0 47B 170.0 8fi8 170.0 5CB 1T0.7 8Pi 1N.0 519 1740 111fi 17R0 571 1J0.0 12<0 �70,a 537 1T0.0 IdBB 770.0 41 170.0 1735 1T0.0 41 154.4 te02 770.a 41 � J � J {LN 170.0 708 17Q0 SZI 17U.0 850 1R0 584 170.0 B82 170.9 830 170.0 113.7 17D.0 E81 nao 1275 170.0 977 170.0 1417 170.0 BBO 767.7 1571 770.0 �0 135.1 1577 170.0 WO 718.2 1677 17a.0 E80 N � U7 � �0 2 50.@51n f70.0 717 770.0 683 170.0 E96 17a.o B31 7T0.0 1018 170.0 6E{ I70.o 1185 170.0 TI! 17LLo 1345 170.0 747 170.0 1491 170.0 759 141.7 1695 17o.a 7% 121.5 td94 770.0 757 108.9 fI85 1740 75fi � � o° �_ 561n 170.0 7Y7 170,0 912 17a.0 856 770.0 E91 170.a 1779 17d0 754 170.0 7275 17D.0 !03 18B.t 1a0t 170.0 617 148,$ ti01 1711.0 158 t�.e 1401 170.0 E87 108.! f101 170,0 BB7 43.4 7401 17a.0 887 fY m [��1 W BOIn 170.0 �5 17I1.0 701 �m.o 7083 17l1.0 7W 15L.5 1158 170.0 d!8 138.7 115C 167.9 B2E 127.3 1156 158.9 B17 171.0 i158 148.7 B10 Pl.6 1158 1{k5 803 7Y.3 1158 146.5 803 88.4 1159 1l1.5 803 � F- � (� 6:7h� 170.0 V30 7T0.0 745 159.8 tOCS 170.0 830 137.0 1048 155.5 A80 178.8 tG48 7N.7 816 f09.5 70l9 1320 WB BSB 106B 12^.S E28 79.8 tOC9 11B.3 @Q 68.5 �0{8 1189 819 59A f049 71E,B 818 Z � U m Q 901n 199A 655 170.0 788 138.0 "G55 751.7 E04 t19.t B55 1]3.7 788 1�2 866 721.4 775 82,9 855 1128 785 8�.4 955 106.4 757 @Y,5 955 BB.E 7�B 68.0 B55 88.7 7/9 521 B'� 88.7 71� z g = � W � am � �U j Tt{n iZ6.6 6U3 1718 697 10T.0 b03 114.D 6@ 81.A � 101.1 670 80.3 807 813 859 )1.I B6! 87.7 CM7 M7 8R1 1A8 8�2 57S b03 72.7 � 439 �0.1 89.7 618 4Q1 EU3 89.7 Q7 _ � t� �Z � 7Bin 1�B2 721 114.� 620 01.0 7]1 87.� B18 740 T21 65.7 fi05 �.� T21 7E.5 605 69.7 721 70.1 58B d4.B Tt1 e5.4 57B �9.�J 721 58.! `� 38.0 721 58.8 S84 3b1 721 SE.1 6�i y Q =� �� s r ,- 7em fat.o sst iw,t sea eqz ee� ae.a 5e7 71s ee4 7e� 57e �.� set ro.a x� se.t ea4 et.t sse sos eu sae 6st i2t eea stt stt 3e.t se� st.a sae a7.s eat w.e st4 z F- � Q � � ppci g5.a 574 8T.8 r56 51.8 5�4 S7.S MB 47.0 674 50.0 µo N.1 514 44.8 .133 365 Sld 405 427 ]2.0 61{ 3T.3 421 27A 514 3].0 412 23.5 514 30,4 4�B 2U.b 81/ 29.0 tlJ � � lq Z W � 881n 542 152 55.7 409 14.2 �1.�`2 47.0 396 38.7 �57 �0.6 390 33.0 4S2 38./ 784 70,1 �32 72.8 370 27.1 452 39.7 3T! 32.8 452 �.8 385 18.4 452 24.2 35B 1&B 4i2 22b 355 a (n )(� $O$O fi toeln 361 357 38.9 322 31.7 35/ 32.7 31T 27.2 757 2&1 312 23.8 357 Y52 308 2f.1 357 727 303 18.0 357 20.e 2B9 158 3S7 10.0 283 1A9 357 id2 7B7 17.8 :S7 15.0 283 o W N y 177i7 �5,1 33D 35,H 308 3B.Y 37b 30.1 301 25.0 33E 28,1 ZB6 24.9 338 33.1 � 18.5 338 20.8 ?88 7T.9 738 18.0 2B6 14.6 37B 18.5 T7d 725 33E 14.8 Z73 �7.0 338 13.E 7SB � � pj � � 12041 77.7 2B8 i82 %� Zil 289 23.7 259 19.8 2&9 70.5 ]3E 17.7 28Y 1&1 75Z 15.A 2fl9 18.7 2{9 13.8 288 14.8 218 11.E 7E9 1].D ]40 B.B 78B 71.4 2a9 B.Y 2!8 10.4 97 a („) x Q O O TABLE 5B ANCHOR CAPACITY A0.IUSTMENT FORMIILA: a �� O yp a'� Zmm rn Me�orCa a Teble I6a p ,. � �m� sue;va�c z7kcorciee 35kCafc XdIovCM11U Fluench!u PTWam Hay� �pp�)X(��ORCAP.,,,,,,,,1_ANCHORCAP.,,, � � g y &��-� a�co�o vrssexo s7e�o tfd°59Eko rnosm mssiea �++zs�ed �Ml1WONCAP.,,�,,,,,,� MchorClipPatkms �� sOcounram vicecollwacon �� s�tSElcoun'sm vsEicounra�on �� uircacm n�rcGaQ Screw(Ca)Scren(c� scrav@� USETHISPORMULATOOBTAIN7HE•ANCHOR PRO�UCTREVISED Eapewuarce�ni t• 2-tr2 r 2-vr ava' t• av2 i• 2-v7 2 &va^ Y oe� 0.54' o.a2a� CAPACITY REQUIRED'CORRESPONDINGTO AN as eompNing with tho Florlda Emoeanmt i.va• tar t,ws �ra• r �-va- i-ve• L1l4' 1-ll4 � 7-Vd' �-f�a� r �,ve- iare^ vanes ACTUAL PRESSURE REQUIREMFNf FOR THE Buildine Code pq�clms,�d7SMIrtO.GISI21tlaUaf06etCCDGa0.1T �� ae0re n5oms emiee 7s74ms aome 2mioa ssams 7aolos 374ios e6itn sisi 3t11M Ia21ts 3o�s OPENING,WHENITISLOWERTI�WJTHEMUWON NOA-No. 17-0630.07 dArcltus�1,15'Rilrt O.C.f 91alOdIE�`S OBCI)Clip(Fl¢2J 4w ma �oo ms tw Wn Hin wn aa�bs rvf� wn wn wn WA �z�es easroe ttai lea CAPACTfY(FROM THE TABL�OF THE SELECTED F�cpiration Date OS/26l2027 4Arcron�3'h71n.0.41(1�2�6An91eCl�s�(Flg.3} veo ms 780�+ 6ao lee i5so IM te961�s btoIDs 5m ms N/A �so lm 7na los eao ins lem lm eflz�os as5 m+ n7➢Its MULLION.IT WILL YIELD A MINIMUM ANCHOR anrclnn90.a5'M�n.o.C.�ucap,Inm.t2SAlumlF"q.dX N!A WA N/A WA N/A N/A WA N!A IUA WA WA WA W� WA 10731nt CAPACITYWHICHMAYBEUSEOTOOUALIFY BY tArcrorlFCl�(FlpSx t25ms teSiCs 7?5� 4asia Bn�te 13.i`m� i4�ms tnmc 9oim te7ne 3+2im a�alm ttoiGs astlts �� ADDRIONALANCHOROPTIONSPROPdTHE MIamI-D� ePro uctCanro - 2M[Mrs�1.79 YOa O.CIFCIp(Rp 6I 2d010s 3501Es N/A WA ILA WA 100 ms NfA WA NIA WA WA 94110s 4410a 56q IM ANCHOR CAPACffY TABLE. NOTE FOR THE OFFSET CLIP,I1SE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CL1P. � F-'I.000"-i FIGURE 1: FIGURE 2: TABLE NOTES: � � � � i)SEE SHEEf 1 FOR INSTRUCTIONS QN USING THE TABLES ANO SHEEf 25 FOR INFORMATION ON LOADING. � � SEE 5HEETS 2-0 FOR GENERAL INSTNIATION METHODS. 2)LINEAR INTFRPOIATION BEfWEEN MULL LENGTHS AND/OR OPENING WIDTHS 6 ALLOWABLE. 3.125' �� /i FIGURE3: ��J�ON.,.��YNN� �i� 3)MULLION AND MULLiON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,3EE SHEEfS 21-23. � '�,'' CEN �{ �� HOLES TO BE DRILLED IN THE FIEID FOLLOW ING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET521•23. �� SF�'•.� � � � • � FIGURES SHOW SUGGESTEO,APPROXIMATE HOIE LOCAiIONS. � �. =�P� �.f No.58705 ' � ANGLE CLIP MU3T BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHP.LL CONFORM TO ACI 30t SPECIFICATIONS.HOLLOW AND GROUT-FILLEO '�� f 7 *_ CONCRETE BLOCK UNIT(CMU�SHALL CANFORM TO ASTM G90.WOOD SWLLL BE PRESSURE-TREATED � ��L�,-�y. FIGURE4: FIGURES: FIGURE6: YELLOWSOUTHERNPINEWIT{iAN5GOF0.55.ALUMINUMSHALLBE6083-TSANDBEAMINIMUM OF.12E T��' � /� 1"X3.725'X.5'MULLION �� S 7E �•�•^'+� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).57RUCTURAL STEEL TO BE AT � .(� - : � � � LEAST 125"THICK AN�A36.ALL ANCHORS INTO METAL SFiALL EXTEND AT LEAST 3 SCREW THREADS BEYONO (1'VF MULLION) %�s'.,aLpR1pP.•'' \��; THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 5.5. i��S/�NA`��G�� A.�LYNNiM16d�P.E. FL P.E.#5870.5 TABLE 6A a�� g � • Mulllan Gapac7y Tabie absHt�) g n i Qpening Wltlth(forvartice!ly�sparcirg miIDloru)orOpening He1g1d(forloAmNery-spaMrg m�as) �C b Q HOin �Il � 70in 9DIn 901n 1�Om 12aN 1tDln 7fi0N �' � O R�tmpuia haPR�enp. PecfarigWr TaplTrienB. RecfanOWer Tnp/IXmi9. Rec�pnWla� YeM�& RestmiWar Tradllia�a. Reetong�lar 71oP'men8 RecEmO� T�p/1'rian& Fec�a�g+7ar TmPrt'rb�& Rectmplx TrtWTrtanp. �` � 1x4z.125 faadin9 Lae9n0 Lw�n7 ��a��0 WadnO Loadn9 Lm�ne LoadnO tneun9 Lne�6 L mBne LcadlnY LoadnB Ica&+➢ Lm�nO L o adny L a e dn9 l a e�nG gY o; AIURi.Tuhe 9 $ S E' z' �' r .�' � �' F a' &' �' 3:' �' o .„ LL Il�elen s�m �a.. �O, �`. �,, u �C .. � � � a� � �C.. �rs �,. � a_ '� �.. � �G � �� B � �a � �� a �� € �. � � � � � N �a a � s � � � - � a a a s � � �' $^ �� a � r� `� � � �- fr� � 6 � �� _ €�' �� _� e� 5€ �.�x €�+ a� s � a� E �g � g� a� s� `P €� �_ :s� �� c �o�v �: �� a�� a�� a�� a�� g� �aa =� �� a� �� p $p 5 �§ � }t� �g � z� g .�� a � }`� '� a�� ' �a� �� s� � Z �,�� w gc S K So K � �c ¢y fc �c �c K g2. dK f� 4K '�� 2K fE <� � �fG �C � da4 � �� ¢K Zo ¢K W 42fn 170A BTO 170.0 1�19 170.0 714 7T0.0 4T8 17U.0 868 170.D 5�6 770.0 B91 170.0 619 1700 1176 170.0 621 170,0 134G 1740 fi21 1740 f/88 170.0 521 1{S.B 1188 170.0 521 127.8 1489 7�0;0 621 y � _ w N {EN 170,0 70B 170.0 44 i711.D 850 170.0 881 1T0.0 892 170,0 6J0 170,0 1133 170.0 681 tta0 127b 170.0 6TT 756.3 1307 7740 6E0 130.3 1303 170.0 6B0 111.7 1303 110,0 �0 97.J 13W 170.0 6B0 � � � (n y YJ.62SIn 170.0 717 170.0 5&7 170.0 696 170A 631 170.0 1048 170.0 684 170.0 1'Ib5 170.0 777 156.1 1t35 170.0 747 14R6 1273 1'10.0 7S6 117.Y 1233 770.0 756 iW.4 12J9 170.0 7:� 87.8 196 170.0 766 W O S F 64in 170.0 7W 170.0 672 170.0 A% 1760 �1 no.a 1116 170.0 734 134.4 �� 17U.0 OG! 7372 1t5B 170.0 837 1Ab 1158 170,0 B56 tU28 i16B 779.0 861 89.2 1188 170,0 EBt T7.4 1109 170.0 E01 � Q] O (n 6�In 170.0 785 170.0 701 ifi8.7 1042 17U.0 747 14t9 1612 781.1 6'12 175.4 1013 7<6.7 815 1111 1091 136.0 E01 100.0 1062 130.2 79/ 0]A idt2 125.1 7@ 71.5 1U42 125.1 7� fi23 1W2 125.7 T!3 � F. � (� 831n 170.0 830 770.0 745 151.2 fi52 167.6 019 1236 9Y1 144A 799 113.4 892 13i.0 �e2 ioae 9B2 121.4 7BS 80.7 882 1U.S 738 75.8 BB2 tae.4 7�3 61.8 992 108.0 7M 66.7 be2 198.0 TMt U � Q � 68N ieSA 947 1740 T89 137.8 907 1�/B.0 78B 718.1 &47 170.3 769 103.{ 847 117.7 TSt 81.9 847 108.T 730 827 9fJ 1022 7Z7 fie9 B47 85.1 713 59.1 '9d7 84.0 711 57.7 B47 94.0 711 Z Z, �z � _ U� U � TLIn 136.8 !/9 1{27 777 t132 849 121.6 772 87A B19 10fi.B 708 H4.Y 648 98.4 89E TS5 d49 68.7 608 67.8 619 02J 875 66.6 849' 75.3 fi59 48.i 049 T15 652 �1.6 B49 724 661 W Sc �0 761n 116.5 762 120.7 665 P9.7 762 1�7.8 652 82.5 762 80.0 600 Tt2 762 BO.B 82A 64.1 7fi2 T�.Z 610 57.E 7F2 682 613 4l.1 782 6Z.B fA2 N.7 762 68.9 597 36.1 7Q 89.i 595 a J fn �Z ui f 7Bln 178.9 724 111.4 6J4 89.0 T24 84.8 6t1 76.3 724 �.8 60.9 68.8 T1A 74.4 598 69.4 726 68.1 591 51.4 7M 81.4 9E3 {4b 724 67.J 573 363 TZI 54.3 567 314 77A 57.5 E65 ¢ J � .n-� 90m 89.8 613 77.B 4B3 6&0 64J 60.7 47� 4B.T 5/3 524 <6B 4J.5 61] 17.1 4:�9 7B6 fiA1 4Z9 452 34.8 593 59.5 Mb 2A0 6d3 SA9 .178 24.8 517 327 430 2L7 641 30.7 � � z � a N � Q � Z eein 57.5 478 %.9 427 d7.B 179 69.7 �19 10.9 478 732 912 35,8 470 3E.5 4m 71.9 47B 349 {00 P8.7 478 320 385 YAB C76 38.7 3E6 7a.5 S'/8 ?5.9 990 179 I78 M.2 776 � N N� g0 ti0 1081n �0.3 3T7 {1.7 34I J3.5 3!! 34.6 335 28.8 377 30.0 3i0 251 37T 26.8 327 7L4 377 2f.0 721 ffi7 377 ?20 317 1&8 37T 19.0 370 1�A 377 17.1 3W r- (/� � � 1111n 37.1 35! J7.8 373 30.8 357 31.! ]78 2b.e 357 Z7.8 313 23.2 357 24.� 3W Y0.6 357 72.0 305 18.5 35J 20.1 301 15.4 357 17.4 9S � � X� Y X �ph� 299 30B 79A 279 24.9 JU9 78.7 271 21.0 308 21.7 Z70 18.3 JOB 182 '18! 1&3 306 17.3 ?S3 �S U X ¢ � � ,um n.o z,x ��2 ,se � a�� Z tp (O m TABLE68 ANCHORCAPACITYADJUSTMENTFORPqULA: D°- �a �m� AnchorCa d TaEie 6s ANCHORCAP.,,„„,,,� U� � � �-��-� 9u�Ndta 271t Carore[e 3,Sk CaM. Halfow GUU Fpleil CMU P7 Woord Me181 (OP,�,)X( )=AP�.f'HOR CAF.,,a Y76'a�o ua^ss�ca Sie•oeo �a^ss� kiosiee� M7281ee1 uuemd MULlIONCAP.,,,,,,,.e pRODUCTREVISED AnchmTyp� 9I76"FJcoUhacan 174'EkoUltrecm 3H8'EkoUltracon 1(4'EWoUc7cm AnchorCllp PattMOs ultracan ApgreGatar utlmwn Apmecma saaw(G�Screw R35} sciew(G� USE THIS FORMULA TO OBTAIN THE•ANCHOR as eompiying with the Flodda Ed�astence{mT �• 2-1rz' r 2-in' �-vB^ t' 2-7R` 7' 2-vr 2' �1le^ Y o.4s' a.54• a.aaa' CAPACITYREQUIRED'CORRESPONDINGTOAN Bu1lAingCode EmbetrnemMk �-yd" �•y4 1-314" 1-314' 7 1-1ls 7-1W' 74l4• 1d14• t-t!4' I-0�4• 7 �J13 13iE• �eAes AGNALPRESSURERE�UIFiEMENTFORTHE NOA-No. 17-0630.01 2Mclam�4.7SMln.O.e,/BmndaNwOlC�etGlp(Flg.182Y ��a 7sotm a5ole. esoros tsaaios zrams �oinn o54me 7aalba 3741bs 6s4ies saslea a4tms 4421bs 6eoioa OPENING,WHENITISLOWERTHANTHEMULLION �PirodonCate05(26/2027 4 AmMrs�224 MIn.O.C.!SWndaU(a 016e1)CIIDlFIp.3k 7ao ms �ao�a seo a� in�o i� es2 m� Wa seo in� wn esa roe wn eaa iea run eez ioc ee5 iw �iso im CAPACfTY(FROM THE 7ABLE)OF THE SELECTED BA�han�l.7SpAfn,O.C./64ridmd(ofOHsat)Wp�Fip.4k �ms t4uoibs WA WA WA WA �soino wA wn wq nm wn ta53w+ tTroiha 72aoms MULL.ION.ITWILLYIEL�AMINIMUMANCHOR gy 4A�CInrs�3°MIR O.G/R)'�%6 Mgie COp9/(F�.�: 7ea ros Tao 16e Beo ma 1500 ms �ese Ns 54a me 6eo les wA Teo Ioa 7�a Iba eeo lbs 7b911ha sB2 ms ea5les n2o iea CAPACITY WHICH MAY BE USED TO QUILLIFY AAiam� e Pro uct Con __ 6Ancfqfe�]'kN.O.C/(1)2[SMB�a Cllps��p.U): 11701W ma me io2o ies z�ao ns seaa ws e�o ms eno im NIA �uo im �iaz ice +sm im sa�s� �ou i� +an im �sea ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anehors�0.45"KJn.0.0./LLtltp,lnto.715 ALm.(F7p.7} WA WA WA WA N/A WA WA NIA tUA WA Wp N�A WA WA 1/30�Ls ANCHOR CApAC1TY TABLE 2 AnrJia�s�2S Min.O.CJ FQip�q.Bx 39�Ibe A50 Qs 2901b� T0.516a 478 Poe NN 28010s WA 3751�s NW E401bs N1A 3C1 Iba 9d2105 6W IDs {MCM1ore�1.15 Mln.O.GI FC7 tFlo.9k 4b�Ibs 7001Es WA WA WA WA 3801Es WA WA NJA WA N!A BB2 Ns 9851m 11PO Iba NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAF2D CLIP ' �j 7.000' f-- TABLENOTES FIGURE 1: FIGURE 2: FIGURE 9: FIGURE 4: FIGURE 8: FIGURE 9: ��sEE SHEET t FOR INSTRUCT10N5 ON USING THE 7ABLES AND SHEET 25 FOR INFORMATION ON LOPDING.SEE • � � � ° � • • � � • � SHEEfS 2-4 FOR GENERAL INSTALLATION MEfHODS. � i �� .�� NY LYNe '( 2)LINEAR INTERPOLATION BETW EEN MULL LENGTHS AN�/OR OPENING WIDTHS IS ALLOWABLE. `` �:�0''��GENS'�� /%i 4.000' � �'. � � � � � � � 3J MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR IXACT DIMHJStONS,SEE SHEETS 21-23.HOLES '�P�� TO 6E DRlLLED IN THE FIELD FOLLOWING OIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW =*: No.58706 •: *= FIGURES: FIGURE6: FIGURE7' SUGGESTED,APPROXIMATEHOLELOCATIONS. - : _ ='O : /� • • • • 4)SUBSTRATES:CONCRETE SHALL CANFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUi-FILLED %A,�• b � I�:'W� • • • • �� CONCRETE BLOq(UNIT(CMU)SHALL CONFORM TO ASTPA G90.WO00 SHALL BE PRESSURETREATED YELLOW .125' �O�'.. S A7E F ; !V� SOIITHERNPINEWITHANSO0F0.55,ALUMINUMSHALLBE6063-T5ANDBEAMINIMUM OP'125"THICKSTEEL � (C '•.F�ORIDp;.•'� \�� ANGLE CLIP FIGURES 5&8 MUST BE USEO IN PA1RS. ANDDA36.ABL ANCHORS I TO METAL SHALL�IXTEND A�T GLEAST 3�SCREW THRFAD55 BEYOND THE MATERIAL z701&K T /��''ss�ONAL ENG�� c ) ,•xa�x.,zs A.LS�aw►niu��e,P.e. #12 ANG10R5 INTO WOOD MAY BE STEEL,'I&8 S,S.OR4105.5. MULLION FL P.E.p 58705 TABLE 7A e�^ � IduilionC� ciryTable 16sR1� t�'+ � � OpeningWitlth(Toreerticelty-spemir�qm�l4oris)orOpeningHeigM(forhorimnte�y-spannirgmuiliareJ �� Q 5o�n sorn 7o�n eom aom fuoin imti +aom 1so�n g�= o !Y A 7c.376 PcclenPlaf T«RdanO. RectanW�a haMdmi9. Rectan6� �PrtrimB Rec}an0ulv UeD(fManO. ReGari9ule� heM�laNl� RYc�n@+Wr T2Mda�6. Rectenpulm rrayrdmo. rr�noW� TreCrtrianO. Rectm9�lm T��rimig. � � W LoaA�g LaadnO lnadn9 Lmmn9 Loemn9 LaadnH loadng tneAng LmAnp Loe8n0 Loe6np LasAn9 LmArg Wmng lwdng LaeTne LaamnB LoeAng o� c� Alum.Tube � ^ � �. p y a .a r P P a„ � _ �, r r y a a �',. _ �_ � E � � r a p � g"� � �� g � � �� ° � �s a .s � � � � �a � ss � $� � N M�,��, � �� ^ � � � �m � �� - � �q � �� $ �� 9 � �� i � b9� s�' _�a � �¢& �- � s �� g$S ss �yi��, s� �� Ft�3 s� t� s� �g�et _€ �g� a 5s s� ��3 e ==�., d e `� � � ,�e.�, � � �� F.: s� d¢� �� ¢`a� �� 2K 5'� �� i� d`24 E�c 3¢ S�c d¢ f� �� s� day �c d`� � dd �� d� �� d�� s� �¢ �� d�K �� ¢ �Y� �rc �� ¢`rc �i Z r� W � W 121n 170.0 620 170.0 �35 170.0 7d{ 770.� 47fi 7iQ.0 88B 170.0 sm iro.o 89t 170.0 779 770.0 1116 17D.0 527 170.0 17A0 170.0 521 170.0 1489 1T0,0 6T1 170.0 1736 170D 521 1)0,0 1887 170.0 521 W J � 481n 170.0 708 170.0 St4 770A B70 770A SB4 170.D B92 77D.0 630 170.0 11a9 17�.0 fi61 1T0.0 1275 170A B77 170.0 1817 170.a Bx0 170.0 7700 170.0 6B0 77�.0 i8m 170.0 Be� 161,8 7A2f 170.D 680 � � (n W.8251n 17a.0 747 170.0 583 170.0 886 170.0 631 770.0 1048 1700 661 170.0 1185 1TOA 723 170.0 1345 1T0.0 747 170.0 149{ 170.0 756 170.0 1783 170.0 758 158.0 1918 770D 75B 136.6 191G 1N.0 758 � � �a F 541n 170.0 797 170.0 612 170.0 956 170.0 6B1 170.0 1118 170.0 75/ 17U.0 1275 1T0.0 E03 170.0 1434 170.0 8�7 170.0 1594 77U.0 856 15U.9 1T99 170.D 861 137.1 1790 170.0 661 11A.0 17b9 170.0 861 � � m ((J 601n 170.0 !BS 170.0 701 170.0 1063 17U.0 7W t�o.o 1P90 170.0 B78 170.0 7417 1T0.0 844 1T0.0 1594 1)0,0 998 1i5.5 1618 170.0 1u37 128.8 16Y9 170D iD63 111.0 1818 170.0 1063 872 1818 170.0 10H3 � F �O � 6sln 170.0 830 170.0 745 170.0 1118 170.0 eS0 770.0 7302 170.0 9d0 i70.0 1488 17G.0 7016 786.7 1692 170.0 7P76 M7.0 1542 170.6 71T2 117.5 1542 168.5 1158 io�.7 15l2 t67.9 T761 88.1 17M12 167.8 1157 � z � �in 170A 671 777.0 787 170.0 '1168 170.0 B03 570.0 1J84 174U 1�02 780.6 14R 170.0 7086 1428 7472 1e8.e 1748 1ZL,5 147Z 158.A 1130 iP7.1 1472 74T.8 11� 91.B 14T1 iG8.0 1104 80.7 1672 7/8.0 1104 ? Z fn z m 2 � Rln 170A 10p 17aA BTB 170.0 1279 1T0.0 1� 1SD.! 1320 �1�.2 1101 iJZO 19]D 1{9.B 10E2 117.3 1320 137.8 1066 105.8 193A 179.8 1618 Be.O 131U 117.0 1P21 75{ 1320 112.8 1013 68.0 7]20 H25 7012 � � !L� � .�� 781n 170.� 1132 170A 877 149.8 118t 159.4 1073 7282 718t 737.0 9B1 1123 11M ]25.7 B7B 08.7 1194 113.3 68� 06.8 1184 /07.9 B4 7/.B 11Ef 97.9 975 6t.1 1184 83.1 9T7 58.1 71& 92.� B27 H � �o � Z � N J � � 7BIn 7W.1 1124 170.0 B87 1�.� 772� ti7.0 B95 118.6 11�b I?D.9 947 1018 11?A 115.8 931 e2.3 112f 1ne.e B16 N.0 117A 89.5 808 692 t124 &9.0 BBO 59.1 11Y4 91.7 eSt 51.B 1124 &13 We � J � 90in 108.1 041 7115 7s0 90.1 BM 84.3 738 77.2 84d D21 724 BT.6 844 TJ.3 712 6�.1 BW 68.6 702 W.0 B44 81.4 693 45.9 8/4 5{2 WB 70.e 846 5�.0 869 31.8 B14 �7.7 66L Z Z 7 a N � f Q � Z 961n 897 742 81.3 663 7�.2 7�2 T7.2 862 6�.8 742 673 B41 55.7 7!2 �.B 837 49.5 7�2 64.1 622 R4.5 74Z 4G.8 6U 37.1 741 43.6 600 31.B 742 38.E 690 27.9 742 37.6 68{ a l� r B b��d� 10Bin 626 588 83.9 530 52.1 588 63.9 671 44.7 5B6 4&B 513 38.1 58fi 41.4 505 3f.e 5BB 37.J 49H 37.3 58B M.Z 492 26.1 586 28.6 481 71.3 588 28.6 472 79.6 698 7{.7 486 n � M N ❑ 1111n 57.6 555 59.a 503 48.0 355 495 495 412 555 42B 48T 36.0 656 38,0 480 33.0 d53 342 47� 2H.8 655 31.3 46T 24D 555 T/.1 i'7 20.6 555 24.3 44B 18.0 553 13.4 442 N � X o� Y t?Dln 4fi.6 475 4e.1 17� 39.0 175 J8.0 478 326 q5 }17 {a0 78.5 475 29.8 414 25.3 q5 Z8.8 409 72E �75 14.5 404 18.0 �75 21.1 395 7fi.7 /75 18.7 387 74.3 475 17.2 381 � � � � 1{41n 28.4 330 '18.7 30S 220 330 '12.1 707 18.8 330 7B.] 297 18.5 330 17.0 4B3 S V X a � � c� a 2.- Z O O TABLE7B ANCHORCAPACITYADJUSTMENTFORMULA: � ,�fi .� €Q.� MchorCa c Table IEa � � b ANCHOR CAP.,,o,,,,,,, g y ❑-a�� 5u0stmta: 27kConcrNe 7.SkCerw. HolrowCAlu FllledCMf! PTwood MetW (�P.�,)X( )=ANC1'IORCAP.,,, yic�a va•ss�o vie^eico 1l4'BSEko mosu� �rzs��i mzs�ea MULLIONCAP.�,„,,,,,E pRODUCT REVISED AncfwtType' YtE Ekn I111�eaM 7!4'Eka IliVeowl 3�78'Oco UIVaGOn U4`Eko Ultraedt Anchor Cilp PaCems Ntre�w namec mr lmraccn AOgre�amr sc w(G�screw(c� screw(c,5) 11SE THIS FORM�LA TO OBTAIN THE"ANCHOR as eomplyIng with tbo Flodda Eape�smrwe(mp ri 2-t2^ t' 242' 37fe' r 2-srz• r s-vr Y 3�tta x' ¢48` 0.%• o.:,zP CAPACITY REQUIRED"CARRESPONDING TO AN 9uiiding Gode Emhedmw�Pnk tan" 7-vA' 1-va• tal4• Y t-V4• t-Vq' 1-V4" t-0la' 14la' 7-014• 2" 1-9le' t-7/B' �edas ACTUAL PRESSURE REQUIREMEfJT FOA THE MOA-No. 17-0630.01 2McM�s�4.7sMln.O.C.lSendafdorOrtsatCAD(A7�1aE} s8oi0s 39olbs 45oIEe B901Es iB441Ce T/OIDs 48014s 3s4ms 7aolCs 3T41bs be4iCs 9481W 311I'�s 4421m 5fi01Cs OPENING,WHENITISLOWERTHANh1EMULLfON EapiretionDate05126/2021 q��w�g 2�5"!Aa O.G/Slerdad(or06eq Cilp�f10•3k 700 los roo ios saa loa 14101bs 952 its Wn seo Ibs It/A eao ms N!A eBu us WA ea2 me Be51ta itso ba CAPACITY(FROM THE TABLE)OF THE SELECTED 9Anc�oogl.lS'MIn.O.C.lSmrdmd(orOCsepCllp(FlB.4k ��a 74001Ea WA WA N/A N/A 1601Ee WA , WA f1/A �llA WA 1303iEs 17701Gs 7140mn �IULLION.ITWILLYIELDAMINIMUMANC�iOR By 4Arohore�7'lNn.O.C.I(z�2S5AnpkUlpB/(Flg.Sk 7Boloe 7eoies eeolen lssaim laeeroe 54oms ssams tuA 76oICa 7481os Baolm teesim sazl� ea5lhs tlzUlbe CAPACITYWHICHMAYBEUSEDTODUALIFY Mlam e roduetControl sAmtwrs�7'Min.o,c./(11z�snngkcips�(Flp.eR i�7aios ��7oron �vtoin� 2aaoits 2auioe atoms saoiec wn ifaom+ iia2m.a �3aams 2e3eroe �a72roe �7vies �eaoae ADDI710NALANCHOfiOPTIONSFROMTHE 4Arwlars�a.<SMIn.O.C./ll-a(p,bto.1R6"AWm.�Flp.7k WA N/A WA WA WA WA WA NIA WA N/A NfA WA WA H/A 143u�c APICHORCAPACffVTABLE. 2 MCMm�22S Min.O,CJ FClln IFlo.8k 350 ms 3501Ee 290�s 765 fm �761W N�A 7BO Iba WA 315 ms WA 4f0 fba WA ]E1 ms 47Y Ita 660 Ws 4 Anclwe�1.1Y Mm.O.CJ FG�p(FIg.9k dbD Ihe 7W IEs WA WA NIA WA 380 Ns WA WA WA N!A Wp 6B2 @s 8851ta 17201ba NO"fE:FOR THE OFFSEf CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VRLUES AS THE STANDARD Cl1P -'� 1.062" I-^ --j 1.006' I-- TABLE NOTES: FIGUREI: FIOURE2: FIGURE3: FIGUAE4: FIGUREB: FIGURE9: �1SEESHEET7FORtNSTRUCTION50NU51NGTHETABLESAND6HEET25FORINFORMATION , � �• � � � � � � ON LOADING.SEE SHEETS 2�FOR GENERAL INSTALLATION METHODS. I • � • • � � � 2)LINEAR INTERPOLATIOPI BETWEEN MULL LENGTHS AND/0R OPENINO WI�TH5 IS ALLOWABLE. `\��QNY LY(�1/��i� i � • o • • • • 3)MULLION AND MULLION CLIPS SHO4VN ARE NOT TO SCALE.FOR EXACT DIMENSIONS�SEE �LICENSF �� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLAWINC,DIMENS(ONAL RESTRICTIQNS 4�00�" 4.000" � �� • �•.�'� SHOWN ON SHEETS 27-23.FIGURES SHOW SUGGESTED,APPRDXIMAIE HOLE LOCATIONS. '7k; N��OS � • FIGURE 6: FIGURE 6; FIGURE 7• 4)SUBSTRATES:CONCRETE SHALL CANFORM TO ACI 301 SPECIFICATIONS.HOLIOW AND -� � *- • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMUj SHALL CONFORM TO ASTM G90.WO00 SHALL BE �p '• ��I� . (V�\ � � � � � � � � PRESSURE•TREATED YELLOW SOUTHERN PINE WffH AN SG OF 0.55.ALUMINUM SHALL BE ��T''., F ATE F G(V� I 6063TSANDBEAMINIMUM OF 125"THICK.STEELSTUDSTOBEAMINIMUMGRADE33AN�.o45" 375' .375 ��s �'•�aR!�P•• \��` THICK{78 GAUGE).STRUCTURAL 9TEEL TD BE AT LEAST 12S THICK AND A36.ALL ANCHORS T �'�iS��NAL E��\ ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL IXTEND AT LEA57 3 SCREW 7HREADS BEYOND TFtE MATERUIL.�70&#12 7'X 4"X.375' 1 1'X 4'X.375•� p��14��,P.E. ANCHORS INTO WOOO MAY BE STEEL,1&8 S.S.OR 410 5.5. 'P-MULIIDN MULLION FL P.E.q 58705 TABLE 8A �� g � - MuIBonCa ae@yTable 16s1R' 3� _ openinq Wiam(for�sNrallyspenN�miBJors)orOpenMg Helght(fortodmNeAy-sperrdrg m�tl(ars) ��,� ¢ wm soM min aom aom �aom t�in uom tsoN 5x� o 136"a ��`�a TmpRAnnB. RectmB�r. rnplTrlanp. ReemnH�ier TnMAm& RocmnpWar 1VaP��a Rncta�Wa TnplTnmg. RetlangWu irspTdena R�ctuqWs 4eplMwa Razhnallor TnP/TAano- Recien4ilor 1YvM„ma �5 m � Lne4nA LnadnB lo�n7 lnadn9 ��0 �4�8 Loa6n9 laedng lna6nB Loadng LaWn9 Ia,Nng Lm6nB Loa�p Lnadhi0 Laadn7 Lm�nO L�dhG Si c� 3.188"x � .266"Alum � ��. .� E £ E' x k' :� ?' S �a'„ . r �s � z � P & S L £ � r .�' a � i r�M�n � aa � �� a� � �� a�, � � a� �� , � ma � �� e � e a �� , g N 8� 8 d� � 3 8� �9 a 3 �a � d � d" d Ba 8 8� S b 8 da d �^ t9 �" 8 3a � 3 89 o c� B� �� 5$ y�� 5� t� � 55 g@' b$ S� �� S�' ,�e 8� a� a " �� s� 6� S� s aE €L �� F� b° � b� hP �� 'y, �' 9� '� �3 � �� a� �� 9� aa� 9� �� B �s �a �� a�� '� �� '� �� '� �� a�� a� �� 3a s� �� z'� aa� .�. �m �� c� �� s� �c� ��, z s� �e s� a s� � � s z� � a drc �z f� �rc � Z W � p �pin 170.0 620 170,0 436 170.0 TN 170.0 478 170.0 BBB 170.0 SOB 170.0 943 1TO.D 518 170.0 1179 170.0 621 170.0 1i�0 170,0 621 170.0 1468 17�.0 637 170.0 7T35 17C.0 521 151.8 1T69 170.0 5Y1 N J (q 161n 170.0 TOE 170.0 624 1"N.a OW 170,0 SB4 170.0 B92 170.� E30 170.0 11�3 170.0 661 170.0 1775 170D 677 170.0 7117 170,0 BHO 1W.B 16/8 17LL0 680 1327 1540 170.0 BEO 178,1 1518 170.0 BDO � j � 90.�91n 170.0 747 t70.0 663 77aD B96 170.0 631 17a.0 7006 770.0 804 170.0 1187 170.0 7C! 170.0 iJ15 170.0 )�7 iBl.O 1168 170.0 75H 139.2 1�68 171L0 756 118J 116! 1T0.0 76G fOiA 1/6! 170.0 75B � � �$ � W O 64in 170.0 7B7 170.0 fi12 110.0 958 770.0 fi91 77LL0 1H8 170.0 761 170.0 iTA 170.6 B03 163.1 1378 1T0.0 837 H8.8 1370 170.0 !98 1'�.3 1178 170.0 881 106.8 13M 170.0 LB1 91.7 1376 17�.0 081 � U] (n � W 601n 170A B85 t�o.o 701 170A 1063 770.0 787 79a.B H9� 17G0 618 179.0 ti3e 1BTA B70 173.8 i1fi0 158.8 919 111.Y 115E 150.0 912 �.7 1168 7M.8 W5 7&� 1156 1N.9 W3 89.5 1158 iM.E B� � F W m (� Wln 1T0.0 830 17U.0 7I5 160.7 10.51 170.0 B50 iJ7.3 1051 153.8 862 17D.1 1051 1120 6�8 108.7 ta51 1323 837 Be,1 1051 iS.7 Ba0 80.1 1057 119.5 922 Be.6 I051 118.1 d21 60.0 1051 118.1 !21 V � � Q � 681n 167.1 867 170.0 7L9 738.3 957 151.6 LOS 119./ 957 134.0 T90 7W.4 B57 121.6 T77 92.H 957 112,D 7b7 BI.B 957 iCB.E 759 69.8 95/ 10Q0 750 6B] 857 es.9 7�! 522 Y57 BB.9 TSe � ? J z� � �U o T21n 178.7 E61 1333 Wa to7.� ea 1752 E66 81.9 804 101.3 671 NIA BG1 B1./ 660 Ti.5 804 84.1 650 84.{ BQ1 18.8 5/3 51.8 EO{ 723 837 IflD E01 BB.e ei9 �42 86! 88.0 828 W � �� ' �zQ '� 791n 109.4 T12 114.1 WO Y72 771 872 6IB 782 772 85.3 908 88.� 7�1 7&7 696 60.8 '7a 7U.3 788 64.7 7a 0.7.6 fieU IS.E 7I2 �.6 570 38.1 T13 ➢8.T 5b5 7�.� 79 Lb2 fie! N J N& �5 dZ � a .��- � 7Bkn f01.2 b8S 105.8 600 84,4 888 89.8 B88 '23 6�3 78.5 5T1 W.7 O85 T0.9 7BE 6B2 895 04.5 560 80.6 B&5 W.1 553 422 bb5 b1.J b13 7S¢ b86 6IA 637 31.8 BB5 L0.7 776 z Z X Q N � 801n bS.Y 5fe �.0 �57 %.e 576 57.5 4t9 /7.1 516 50.1 !41 �1.2 515 bG.7 134 38.6 513 �0.8 qe 110 510 ]7A 47L 273 SIS 331 f13 23.9 S15 7U.5 {QI 20.8 515 29.1 404 Q Z 861n 64.9 IS7 SS.E IW 13.3 131 17.1 J97 70.8 153 NA 391 33.9 153 3fiA 3B5 302 45D 37.0 379 273 157 30.� 37t 42.6 Cit ffiB 3� 19.� r9J 24.9 390 17.0 157 729 �56 � � a � mg �o�o 10BIn 38.1 358 39.0 373 31.8 7S9 �3.! 716 272 35B 28.4 373 29.8 15B ?d.2 308 212 358 727 301 19.1 758 20.8 700 15.8 359 18.0 253 � � � � �� 111 N &4.1 339 35.B 708 29.3 338 30.f JOf 25.1 33B 16.1 29'7 �720 33B 732 2BS 19.5 978 20.9 289 f7.6 338 19.1 Y85 N �' x Y Y 1](IN 9.B 790 2&� 2W 232 II80 23.8 260 199 290 Z0.6 SB 17.1 2B0 1&2 257 15.{ 290 Ie.t 20.9 O V N Q O O �a�ti te.t zai tea ies � p'�` Z�.,O`mf� TABLE BB ANCHOR CAPACITY AOJUSTMENT FORMULA: O ..�� m �R� AnehorC�padty TaMe Ihc) ANCHOR CAP.,,,,,,,n. V o � o�� suasfa�s z�oorc'ae s5xcmc. Mmomerau Fmmcntu arwaoa Maa (OP,�)X( )=ANCHORCP.P.a, y��n�o vrssoeoeieeco vsssezo mos� arzs�c+ s�zs�ew MULLIONCAP.,,,,,,,., PRODUCTREVISED anchaTypc ane�coUnracm u<Eko111Uaton �� 9'7sE7coWracm v�EtoUbaccn ��r utrazm n�re�av scfer(tt�screr(W� Saa�(G57 USETHISFORMULATOOBTAIMTHE°ANCHOR aseomplvinqwlfhtheFiorida MchorClip PeUems Bulldng tode Falenstarce O�k 1' 2-'uz 1' avz svB' r 2-vr 1• 2-v2 2 St/6' z a.w^ ass o.Ra' CAPACRY REQUIRED°CORRESPONDING 70 AN NOA-No. 17-0630.01 Emoeaneu n 43rP tsrl' t3r4' aaa' 2' i-vd• t-vC t•va' i-va t-vb° i•vT z' i-ys' 1�a' vatea ACTUAI PRESSURE REQUIREMENT FOR THE 2aurors�a7se�ino.c.istamm7aometaip(Agtk �roa 3eom asows �o;tn tsaeins voos amm ssats 7aoies s�aies esai� msm aftma aa2in+ �oma OPENING.VNiENRISLOWERTHANTHEMUWON pap��t�onDate05/26/2021 4 Arcnon�7.7.�^Adln O.G/SYznSVG(C(016N)CtD�fl ZF 40D��% 7W PB NrA WA WA N/A 3PD fa N/A WA N/A WA WA 6821D9 BBSIGs 1131106 CAPACITY(FROM THE TABL�OF THE SELECTED aarcron�s'um.o.c.imu5pigbaWeilFl43k moies �mee sm�, 1s6am+ ��sme seomz swa Nfn �5oim �aem' eeome .eaxa sazms em� na�im MULLION.ITWILLYIELDAMINIMUMANCHDR By �qrcMfs�O.dS'NIn.O.C./Utttp,Irrto.1Z�+'Alum.ff1g dT IUA WA WA WA N/A N/A WA N/A WA N/A WA WA N!A WA 14701tn CAPACfTY WHICH MAY BE USED TO QUALFY Miaml-0a fotluct Contral lArclnr/FC11D(R96F �� i� �� eaim b5ms taom; mms �otm �a��e a�xms <T3its i�ona �me mams ADDITIONALANCHOROPTIONSFROMTFIE 2MCMn�1.1P MIM1 O.CJFCII g 6X 7Ao ms 3i0 ms N!A WA NlA N/A t8014s N/A WA N1A WA NN &7 D9 dd2� �O lds ANCHOR CAPACITI'TABLE NOTE:FOR SHE OFFSEf CLIP,USE THE SAME ANCHOR PA7TERN AND fWCHOR VAL�ES AS THE STANDARD CUP FIGURE 7: FIGURE 2: TABLE NOTES: I-1250'--{ � • • • 1)SEE SHEE?1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR 1NFORMATION i � � ON LOAOINa.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODB. `��t 1��i i�� I 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE �`�a�,.••••�••../tj ��i� � � J 'C �,�CEN,4 Q �i. FIGURE 3: 3.188" �G� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR D(ACT DIMENSIONS,SEE � P�� F �`�� CLIP MU57 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIEID FOLLOWING DIMENSIONAL RESTRICTtONS _*:' No.58705 � � � � � BE USm SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXfMATE HOLE LOCATIONS. 2�. _ , :7t IN PAIRS. 4)SUBSTRATES:CANCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AN� GROUT-FILLED CONCREfE BLOCf(UNR(CMU)SHALL CANFORM TO ASTM G90.WOOD SHALL %�O��• q� ��,�/� FIGURE4: FIGURE 5: FIGURE B: BE PRESSURE-TREATED YELLAW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE � ��(h�'•.;��ORIOP,,•'��C��+ � 8063-T5 ANO BE A MINIMUM OF 125"THIGK STEEL STUDS TO BE A MINIMUM GRA�E 33 AND �,p5'X 3.188'X 185'MULLION �isS/ �""' C1G�� .045'THICK(18 GAUG�.STRUCTURAL STEEL TO BE AT LEA5T.12S THICK AND A38.ALL ��_�/a'VF M�LLION) '�i�,�NAL�E�� ANCHORS INTO METAL SHALL IXTEND AT LEAST 9 SCREW hIRFPDS BEYOND THE MATERIAL � it10&#12 ANCHORS INTO WOOD MAY BE S7F_EL,t&8 5.5.OR 47a S.S. A LYNN MILLER,P.E. � FL P.E.#�58705 i i ' i TABLE 9A 5� � � Mullbn Cepacity Tablo OrsRt� ��g � OpenlnpWidtt�(torve�tleeOpsDannlrqmWGoro)oropeningHelpht(larfwrizanhaDy�epamingrtndtlotm) �4�� a �N �In �pin qDN BOIn 1a01n 19oin 1dUln fe01n o 1.38 1925 ��Vr n°��' �taiquhr hnp/fRmO. MGnngWar TmpRAa�q. Realanguler ho{JR�m6 RaIXnngutar TmpTAanp. Raole�pNar TmpRifen0. �a�GW¢r Trap/fMna ��9il� TrvyTAanp. Recton0'�ar TnplfAc�q. � q � looal�g Lw6np Lm9n9 LoeS�p lnadNO Laa6np Lnemnu Lamllnp Wdnp LwGNO LnaAnp Loea4ip LaeEliq lw�i9 IABaNY 1na21np loedlip LwdY10 pY F.100 g y y p 6 AIMuIW� � �` � �� ' � �� tY� � �B tl ��' � �� tT� � �� ' � �� O�' � �� tY� � �` � �� N � �� _� �� s� �� s� �� _� �� z �� W C2in 770.0 81D 770.0 A75 I70.0 7E6 7T0.0 4]8 170.0 008 170A 608 1740 882 fl0.0 51B t70D 1118 1TOA SY7 18�.7 1118 170.0 5R7 1R7.7 1118 77D.0 671 109.5 1�18 170.0 621 BSB 1178 170.0 621 W 0 = /BIn 170A 7UB 170.0 621 170.0 B50 170.0 6B1 167.8 B79 170,0 G10 fid7 870 1]0.0 B81 1�OA B7B 170.0 CTI 117.J O)B �711.0 800 87.0 87B 170,0 090 83.0 B7B 170.0 EBO 733 WB 7T40 BBD � � � 509I81n 170,0 747 1T0.0 5B] 170.0 89A 770,a �1 150.7 BT7 1T0.0 �/ 131.8 B27 1B&5 70B 71T.Z B9 758.1 Bee 165.6 B27 15fi.3 698 87.8 B27 16&3 B90 7l.9 BTf 160.] E85 85,8 B27 15fl7 88b = � � � �� ECN f70.0 7W 170.0 812 16�5 880 1T0.0 6B1 1�t9 !BB 167.0 Be7 H6.9 B69 117.8 B80 1W.0 B69 73�.o eBD B27 809 129.8 B6/ 77.3 B6G 1�e.B 0�2 88.Y B68 128.8 B52 57.8 86H 1RB.9 efi2 8001 11].4 748 IG1.B B34 118� 706 132� 820 16Y.3 7�B it7.B 809 BBd 748 107.8 60B 78.8 iA8 101.0 58P 71.8 748 BB.E 6W 6&'! 748 W.3 6W 57.2 7�8 03.] 5B7 dd.0 7�8 833 683 � m � � � 831n iR7A en 132.0 STB 103.1 817 11�7 58B OB.1 B"II 10�,4 �8 77.3 877 87.4 64s B9.T ER 05.2 7A9 81.9 877 81.0 674 51.9 677 7/A EYB IA.2 871 76.7 67B ]B.7 6l7 78.7 62B � � („) � � . � W Z 6Bh iW.B 817 11/.1 6J0 88,7 01T W.6 519 7B.B 6t7 8&9 EOB ei.a 877 78.8 WO SB.B 617 728 d9d 63.8 817 ae.7 d88 d4.B 817 81./ 49] 98.4 B77 83.7 4ffi 338 817 B&7 4e2 d 72b 9Y.B 61B 07.7 �90 861 S1B 74.2 4/0 6B.2 378 85.R d]2 SI.O 619 Sd8 �tb d0.1 51B W2 d18 41.1 678 !0.1 /7d 3dA 518 <B.e 40H Y8.0 670 I5.0 �� Yb.B 67B 46.0 4aO = _ �� m � e N � J� � �U E 781n 70l /BS 71T �O6 6&7 186 97.8 y9B 60.7 �65 9C.9 9B0 40.1 4E9 /8.6 38A 381 4� 16.5 3TB 95.7 /BS 421 e7A 28.6 dB5 98.3 SB7 II63 /85 78.6 J84 ?20 {BS �B1 1B9 W � J 3 ..�Q � 781n 0E2 441 B60 ]0T 54.3 N1 61.7 3T8 18.8 441 80.9 JR 40A N7 46A 788 78� <47 �/.8 380 926 �at 9E.T 9b0 271 Mf SI.B 3A0 23A N1 37.1 �e 144 N7 927 91fi N J �� oZ pp b qY,/ �IR 41E 2B5 3Gd 932 37.D 788 9U.7 �31 J2J 200 RB S 37Y SB.B TBO 4�.9 952 Y6.7 2T6 21.2 732 Y4.1 272 17.7 aa2 21.3 2B8 te.2 9]� 19.8 282 1�.7 931 ifll R80 � a � r r B6N ]5.0 781 95.8 180 7&i ?81 JU} 458 75.0 98f 2Bd 2fi2 21.B 1% 216 14B 1B.d 291 27.9 2A0 I7.6 YBf 18.6 241 ti8 1B1 17.1 73a 17.! 191 1SB Y3'I Z � O ¢ N m 10861 11.8 770 25.1 20B 20b 90 71.I 165 173 270 tA7 RUi tS.4 230 iB2 18B Q ryZ � � �� ..o�o 771 il 7T.B 218 Z3.1 167 i&9 218 1B.4 197 1U2 21B 1&B 181 U.1 279 74.0 1BB r � N J+ � 1201n 17.9 187 18,� 170 14.9 1B7 16.7 187 m �' � X (� �J � U c`! Q �i � c� Q .- O O �� Z�OsO TABLE 9B ANCHOR CAPAqTY ADJUSTMENT FORMULA: � -� � �Q.'z� AnchorCa acityTa6le bs ANCHORCAP.,,�,,,,,,, �� m �a� Subalrele. 27k carwrote 7.5k Canc. HaDow CNU F�led CMII PT WaoE Melel (OP,,,�X( )=ANCHOR CAP.,,d vc as�rn vta emo va^ss emo a�u s�i wi�s� rnz aieti MUWON C.4P.,,,,,,„, PRODUCT REVISED q�mnmiy�; 3l's•�co uumcan vl•Eko Ntrman �� 3�t�Eko lm�aw W'Eico Nlncon Appremtv wUeeon Aeoreoetw screw(cs7 scmx(ca) sor�v(c,$) USE THIS FORMUTA T0 OBTAIN THE"ANCHOR ns eompNing wlth the Flmida ; Anehor COp Pa@erns Bunding Code � Edoe obtance�n}: t' 2-1/2 1' 2•uY a7R' r 4-U7• t' 2-12' Y 3-18' Y O.ae• o.5a• O.a24• CAPAGN REQUIRED'CORRESPONDING TO AN NOA-Ho. 17-0630.0'1 I Emhoamentlnt 1-7ld' 13�A� 1-]!4' tal4 Y 1-�/4• bV4' 1-114 14l4" 1-1/Y 1-iH' 7 53/B' 1�B' Wilea ACTUAL.PRESSURERELTUIREMENfFORTHE 2AiGM19�4.75'MIn.O.G.18lO1ICRtl 0�0�I5e1 Glp(FIO•�x 3901ba 38016f �501b! BAO lba 1609Ibs P101De RBOIba 3541Cs 7/010a 37-0 IEs OB41Es BdB 105 3i7�e 4421E� 58010s �PE(�ING,WHEN R IS LOWER THAN THE MULLION @xpiratlon Da! 5126/2021 q pnohara @ 1.14•Mlrt o.a!Slan�rd(ar OMeq tllv(Fy 2k <B�@^ 7a7 Iba WA WA WA WA 3AO Iba N7A N/A N/A WA WA 692ICa 9&S IOe it20 6o CqpACITY(FROM THE TABLE)OF THE SELECTED ' �qronors�a•a,uR o.c.i R)ace awle aipe/IFlc.�Y �� »�� eeo i�e tsco m. tese 1ba sao me sW toa wn 7ea lts 14B Ibe eao iea ieaz ma eaz mc aes me nZo ea MULLION.IT W ILL YIELD A MINIMUM ANCHOR By �q�nryon�0.54'Min.D.C.!ULllp,Mo.7U0'Alum.lFla.et WA NIA WA WA WA WA WA WA NIA N/A WA NA WA N/A BSO lhe CAPACITY WNICH MAY 9E USED TO QUAUFY Miam Product Con rol �pmhwl Faip(Flo.st t85 Bs �951en aas mn 445 roe eZz� 135 Ne ta 16. m ins a7o ios �e7 ies 9a2 ies an ms i7o ma 72i iee wo los qDORIONAL ANCHOR OPTIONS FROM THE YMohae�1.15'MIn.O.CJFi��Ip�Fl0.6k 240mc 3501�s WA N!A WF WA iB01Co WA N/A N/A N!A WA 391Poe M2IDa 0801M ANCI��f2G�PACITYTf10(.E TABIE NOTES: 1.260° �1250°�i FIGURE 1: FIGURE 2: � • � • � 1)SEE SHEET'I FOR INSTftUCTIONS ON USiNG THE TABLES AND SHEET 26 FOR INFORMATION • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTAI.I-ATION MEfHODS. 2)LINEAR INTERPOLATION BETWEEN MUIL LENGTHS AND10R OPENING WIDTHS IS ALLOWAHLE. �1 t 1 i I I I� �.��NY LYN�yM�,,� 3)MULLION AND MUl.LION CLIPS SHOWN ARE NOT TO SCALE.FOR IXACT DIPAENSIONS,SEE 3.250" 3.260° ��'C O,•.....,, � � FIGUftE 3: SHEETS 21-23.HOLES TO BE DRILLEO IN THE FIELD FOLLOWINO�IMENSIONAL RESTRICTIDNS �UCENS�c'�,C� i '�G� SHOWN ON SHEETS 2143.FIGURES SHOW SUOOE3TED,APPROXIMATE HOLE LOCATIONS. ` �• ��% CLIP MUST �*,r No.5B90.5 - � � � � BE USED 4)SU89TRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ' *= IN PAIRS. GROUT-FILLm CONCREfE eLOCK UNR(CMU)SHALL CONFORM TO ASTM G90.WDOD SHALL -'0� _ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WRH AN SO OF 0.55.ALUMINUM SHALL BE �'T��" � FIOURE 4: FIGURE 5: FIOURE 6: 6063-TS AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRAOE 33 AND %��'• s AT6 �f� •'.�� • .04@'THICK(78 GAUGE).STRUCTURAL STEEL T0 6E AT LEAST 125°THICK AND A3d ALL 100' .10�" ��FS'•�OqIOA.•''�\?� � � � #&#2 AINCHORS NTO WOOD MAY BE STL E�EI.T'1&8 SS OR 4 O�S BEYONO THE MATERIAL ��MULLION FOR� ��Zonuw�FOR� ��'��is,��I�IVAL��E��` FIELD-MULLED UN1TS FACTORY-MULLED UNITS p,LYNN UIILLt�,P.E. • FL P.E.q 58705 � _ TABLE 1�A �� ' Mullion CepaUtyTa6b p6•Rt�) `�, ,� '? Openin�Vddth(farveNceOyspenningml9liofs)arOpanln9Naight(PorhurimNeOyspenni�gmJfbis} �� 5p b fi0�n 701n W in �m 1D6 in 1201n UO ln 1601n � .� O 126%716 �0°9�'r Tiayfrhng. RactarpWa� hnpRrmnO. Reclengular Tm{Jfitan9. Rocb�gula� Trep�fdang. RetlenpWar TroPRdanp. Ractan9ulor Trtpl�rlm0. P+dangulai Tnp/INanA. Raatmigula� TreplTdang- Rnetart9�or hap71¢rp. k' � � X.B26 Loedinp lmding Loa6ng LoaAn9 Loading Loemnp LoeAng lacdnB Loe&i0 Wading Laodmg LaadNg Loadln9 Loudin9 LovdlnB Loadmg Lnedinq LaNInB .S� p , Alum-7Lba .� 2.. � � s .. fi a.., � w... � �.-, F E q .� .E� .� .�'m x ,�� .g a � ,3�... .�' .�; .8 .'�.. .� �., � 9.. p .. �9 � � � MuWon ar a °s� m 6� o �s � A� m �€ � �� s .� � �.� a ��. � �$ � �� s m� sa a �<� � �� c� " �ia i� ua o 0 0 0 o S �a9 aa o u"a c� n� ci ia$ S .�� og s U m�' �y �'� s�. _'� �� '� �� s`� �e �'� �� _'�' �� _`� �a �� =s �� €`�. _� �� 'k P� "�' �� e'�a s� �'� �� s`� �o �'� �� "'� �P o u� �� w $2 e`c ��, d`a' i�. d`aa �� d`� ��. Ea �a �m" f� a`� �@ d`e s"� d`z �@ �& ��. ¢� f@. �� d`� s'�. Erc f8 �� s�°. ¢�`z' f€ �e" �@ d`'s" � � W 421n 170.0 67f1 170.0 435 170.0 741 170.0 dTB 170.e e� �70.0 506 ��0.0 BeR 1T0.0 619 1740 1716 110.0 621 170.0 12/0 170.a 621 170.0 1488 17Q0 611 1T0.� 1736 170.0 6P1, 170.0 19�i 170.0 521 � J � � dBln 17G.0 TOB 170.0 524 170.0 �0 �70.0 684 170.0 971 170.0 63a 170.0 1137 170.0 6fi1 7To.0 1215 17d0 87T 11U.0 1{17 17D.0 A80 170.0 1700 170.0 6B0 169.7 1979 170.0 680 1/B.6 1� 77U.0 fi80 � � � '� 50.625In 170.0 747 170.0 663 170.0 896 770d 631 90.0 1016 170.0 fiB4 170.0 1195 170.0 773 170.0 1743 17LL0 717 170.0 1494 t10.o T55 170.0 1793 iTQO 756 152fi 7877 1IQ0 756 17i.6 1971 170.0 758 � � ��° � S11n 770.0 741 170.0 812 170.0 966 iTOA 691 170 0 1116 170.0 76{ t)OA L2T5 1T0.0 803 170.0 1434 170.a B37 170.0 1594 170.0 856 156A 1769 17d0 A6S 134.7 1T69 17Q0 Bfi1 717.9 1159 770.0 BB1 �-�, m O (� 6UIn 470.0 BBS 170.0 701 770.0 1067 170.0 797 7T0� 1240 1TUA 87A 170A t41T 1T0.0 994 161.1 16t1 770.0 996 145.0 1i11 170.0 1033 170.8 1511 fl40 1063 703.6 1511 1TU.0 f063 90.6 1511 170.0 f063 � F � � � 6lin 170.0 93a 170.0 T46 1740 1118 R�.O 850 170.0 1302 170.0 S40 156.6 137p 170.0 10�6 1391 1370 170.0 W76 i25.3 1370 16d.0 tOBR 10dA 137� 155.9 1072 B9.6 1370 1559 1070 79.] 1170 165.7 1P70 � Z m 661n 170.0 9Td I70.0 TB9 170,0 1769 17G.0 SP! 155.6 7?QB 170.0 1402 5361 1248 168.6 1873 121.7 1248 141.1 100A tOB.9 12AB 139.0 9B9 A1.B 1Td8 130.� 979 77.8 f2d9 129.G 876 fiB.i 1218 729.0 876 = 7 � m = m � T71n 1B7.8 1� 170.0 B78 179.9 in49 160.t B92 119.9 1049 7321 8T5 104;9 144@ 779.1 B6U 939 1079 70A7 B4B 83.9 7069 102.7 B7B 89.8 1049 44.3 826 69.9 1049 91.2 B10 6RA 1679 9�.1 820 W � �� V 0 761n id2,7 SO7 W9.1 927 1ie.9 9d1 1Yfi.B 876 701,9 Bft 717] 791 99.2 9h 100.0 TT! T9.3 941 81.7 7fi6 71A 9�1 85.6 T67 69.6 941 77.fi 744 51.0 911 TE.O TiT N.B 4Ef TJ.3 7J6 � J �� Z 9 7BIn 774 0 B9d 137.8 7W 11LL0 B9d 11c8 7G1 91.3 A9C 1024 753 826 991 97.9 74L 7J.] B94 bC.t 730 66.0 89E 79.3 721 55.0 B9d 7u.7 7U7 CT.1 &41 E7.0 T01 47.9 89/ 60.1 69B = Q ,a, � 901n 85.8 671 A0.7 96 77.5 677 71.9 586 67A 67f 65.7 4, 63.7 691 58.1 6fi6 47] 6T1 62.9 558 �7.0 671 dB.A 651 35.8 671 13.1 639 707 871 79.7 531 7fi.9 671 3T.9 626 = � � ¢ N � 961n TO.B fi90 T2.B 577 59.0 690 61.4 67B 50.6 fi90 53A W9 Id.3 fi80 47.6 602 347 590 47A 4B4 3i� 690 395 4¢B 79.6 690 36.7 477 25.9 690 �1.6 489 7t.7 690 29,e dfd � � X � � � 1901n 19.7 d6fi 50.8 421 41.4 466 12.0 414 75S 498 37.1 4aB 31.1 �efi 329 402 2T.6 4fifi 79.7 396 24.9 1G6 27.1 3B1 20.7 466 7]•6 382 17.8 4fi6 R7.R 776 16.5 d6B 19.6 7/0 a � N� '�ga O�O 1111n 45.8 441 4G.7 400 381 441 34] 997 32.7 M1 34.1 7A7 28.6 t41 30.3 3� 26.� 4lt 273 376 719 Q41 26.9 372 131 L17 17.5 367 16.� 411 143 356 41.3 4-01 1T.8 751 � (+j W 1EOIn 76.3 378 36.9 344 302 37B 71.0 379 T6.9 378 Y6.B ]34 721 378 23.7 3q9 R0,1 3T8 21.3 3P3 18.1 37B 195 311 16.7 3T8 18.7 31l � � x � � b 146In 21.0 ZGY Y12 ?A2 17.6 462 17.8 239 16.0 262 15.3 230 � V N a O O TABLE 10B a�� Z�� s m0 s0 MehorcapetllyTeble(I6e) ANCHORCAPACfCYA�JUSTMENTFORMUUI; � .-� � Q.'�� Sl�trsis 271c�otcrttn 96kCalC. MtlImvWU FIIIeECMu FTWmO M¢�� ANCHORCAP.,,,,,,,,,,, ❑ �¢� (� )X( )=ANCHOR CAP.,,�, y�cFco va^sseco d�eei�o vessaco e�as�ea mzs��i mzs� MULLIONCAP„�,,.,,, pRODUCT REVISED Ane�alype: 3'te�co Utam vd'Ekouivacon �� 3He�coutratm va•Elcounraton ABg��nr uurazm Agpre[igor screv(c�)scrav(Ci� scmv(G� USE THIS FORMULA TO OSTAIN THE'AWCHOR s,eom wlth the Floritla AnehorCilp PaUems PIy�S9 Eageqsramepn' 1' 2-1l2^ P 2-1fT sve' t' Z-vT T 2-v2 2' �vB' 2 o,m^ u9C 0.3z4• CAPACITY REQUIRED"CORRESPONDING TOAN eullding eoae emeem��e�t n �a�4" iara' tai4' t�a' 2' 1-0f4' 1-V4^ 1-0/4' 1-U4' 7a�d' t-va` 2 1-3'8' 7s�a� rmlm AGTdALPRESSUREREQUIREAAQJTFORTHE NOA-No, 17-0630.09 2McMIsQ4.79'MIRO.C.1SWtlaNafORselCYp(Fl¢1X °�� 0e �� 4�0� 9ops 2BOIm asalos 71a1m a�aios 664ms eeslm 341roa 4J2�n 5a01m OPENING,WHENI7ISLOWERTHANTHEMULLION p�P�y�onDm4e 5/26/2021 4 Nchas�1.15'Mln O.0/9tmceN(af 016et)CAD(R9 ZY 4B0 ms 7ro Re N!A fUA N!A NIA 9801Cs WA WA N1A WA WA 6821be BBS ma 11701Cs CAPACITY(FROM THE TABL�OF TFIE 9ELECTED � 6ArcMn�5Mtl1.O.C,I(Z�215A�gteCllp9/(Flg.9k �eome Teoim eeoms +ea�ws teosws eenms ssoin wn 7eoiaa �mies eeomn �e�ms sezro� aasw, n2aioe MULLION.RWILLYIEIDAMINIMUMANCHOR By 9AncMr�0.54'Mh.O.C,I ULBp,Ilho.fuPPlum(Flp 4' N/A tuA N!A WA N/A NIA ILA NIA WA N!A WA WA H/A WA 9501Cs CAPACI7Y WHICH MAY BE USm TO QUA�-1FV MIemI-Da Pro uct ConVol �pncnor�Fcrtp(Flp,sl �e5ms �ssve aasies aaams eaiw 73ams �ao� miu% s�oics �s�ins ssz� q73mt noine 2z�ws mo�es qpDITIONALANCHOROP710NSFROMTHE 2MCICI9�7.18'MII�O,C/FLAp g.eX 7AU�s 3506n WA WA WA NIA 1BOIba WA cUA WA WA WA 347 m9 44210; bb��M1s ANCHOR CAPACITYTABLE FIGURE 1� FIGURE2 TABLE NOTES: 1.250" 1250' � � � � 1)SEE SHEET 1 FOR INSTRUCTIONS QN U31NG THE TA6l.E5 AND SHEEI'25 FOR INFORMk710N • � ON LOADING.SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENINO WI�THS IS AILOWABLE. �� i FIGURE 3: 3)MUWON AND Ml1LLION CUPS SHOWN ARE NOT TO 3CALE.FOR IXACT DIMENSIONS,SEE :`'C��'��CEN9��`!�% ANGLE SHEE75 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWINQ DIMENSIONAL RESTRICTIONS 3.250° 3.7b0' \ Q,?; F .S��` CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGOESTm,APPROXIMATE HOLE LOCATIONS. � ko.6B7Q5 � � � � BE UBED -*� �� '= IN PAIRS. 4)SUBSTR4TES:CONCREfE SHALI CONFORM TO ACI 307 SPECIflCATIONS.HOLLOW AND = ' _ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHN1 CONFORM TO ASTM C90.WOOD SHALL 'ro �� '' / ' FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW 30UTHERN PINO WRH AN SO OF D.55.ALUMINUM SHALL BE 624° .6 4° ��O'•• �o/�-•�(V�� 6063T5 AND BE A M W IMUM OF,100"TH1CK.STEEL STU0.S TO BEA MINIMUM GRADE 33 AND � �T'• �!I � • .045'THICK(18 GAUG�.STRUCTURAL STEEL TO BE AT LEA57 125"THICK AND A36.ALL %F'S''•F��RIDP,.�'G�� • � � #OC&#2 ANTCHORS INTO WOOD MAY BE STF_�ELT18-B S S.OR 4R0 DS BEYOND THE MATFRIAL ��ULLION OR 4� 1 ZMULLION FOR� ��'�is��N�lAL E��` . FIELD•MULI-ED UNITS FAC70fyY-MULLED UNffS q,LYNN MILLER,P.E. FL P.E.#587Q5 i TABLE 15A "' � Mulllon CepecHyTebla pdsM') �� Opd�InBNAdih(Pofveiti�Ay�SpBmungm�onS)orOpepMgHoigM(forharaorAetly5pemtln8rq4Ytims) �G'� � 3a i� 6U in Td in fi9 tn 90 e� tflD h i�in 7A0�n 1b0 hr $}� � Rec�a�gWor hap/f�1an8. R�igular Trepfikn0. Rect�ngulor TayTllanB. Reclanguim Trep`1'deng. Rvcunpda� TrapJManB. �"�mMWw Tta{✓trim�g. ftnneirQ�tar ire{didang. Rettmguts� Trnp7dm�g Rncfa�g�Sw TaptEimg. y�� w 1 x5.024 4 Loadinp loadin9 Laar9ng Loaring LondinA Lnadnp Luamng L�ding Lostling LoodinB Lopdn9 Laadin9 Loedln8 lpeding Loedin9 LnqQmB LaaEing Loading ^* � a��un.Tusm a n �,.. � •s; s «.-. 3 't' u � = u:. a F b' �. - '' : a m ; fi e � d '�w 3 �. 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+sia^ iara� i-aia^ 1�'d' Y t-7/d• 4�U4' rva� i-vc i-va• �-vr z t.are� raie� v,�tes ACTUALPRESSURERE4UtR�fENTFORTHE KOA-No, 17-463QA1 znnc��a�s�ni�o.c.i �uaudQase�enp�aR �oms roe a5�ibs eBove tsaams T/0109 2er�ia s5�ms 7aolm a74ios 5s7ms E4sits s4tios n42irs Ssoms ppENINCa,WHENI7ISLOWEftTHANTHEMULLION E�pirationDate05/26/2021 A AfGtMts�1't5'Mfi O.Q/3tek�A1{ft IXGefjC,llp(flg Zy d8Q ms 7d01Gs WA WA N/A N!A 36G I� WA ti�A N/A W� WA 6B21bs &861[e 11RD Iin pAPACITY(FROM THE TABLP)OF THE SELECTED / anrcrors�3�taino.at��sn�ec.cps�tfla�1 �� 7a�ms �ub ss�ies se�s�s 5aows 5wm+ Ntn �ama 7aaies aeams �e�us 5s2�e: amim ttanum 4tULL10N.CTWtILYfELpAMIMMUMANCH4R BY �^'�l �� anr�ro�s�asc^Mm.o.a i u.�p,m�o.wv,Uum t*�.aI N/A N!A NfA WA NiA N!A WA NtA WA N1A WA NtA WA WA t267� CAPAC(TY WHIGN MAY BE USED TQ O(GACtFY 1k11amTD yA�Ptoduc Can ro ' _ tarcroriFGdp(Ftg.sT iss�os ia3rze aasme usim eazim 7so�es yaome i7�ids moira ie�me aszim 47a� ti7oms z2f¢s 2saim ADOITIONALANCtiORpPT�DNSFROMTHE 2/UttPAfs g 1,19'M1rt O.C!F�Ctlp p.5j PN m9 3�O Ib6 NfA WA NlA N10. 1401hf 1i1P WA N/A WA WA ydi IG5 4t2�t 560I� }INCHOR CAPACfTY TA6LE. 1250" FIGURE 1: FIGURE 2: TABI.E NOTES: � • • + � � t)SEE SHEET 7 F6R VNSTRUCTtONS 6N US1NG TtiE TABLES ANO SHEES'25 FQR INFpRMAT{ON ON IQADING.SEE SHEETS 2-+{FOR GENERAl(NBTAItATiOF!METFidDS. 2)LINEAR INTERPOlA710N BETVJEEN MULL LENGTHS AND/OR pPENING WIOTHS 13 A4.LOWA9LE. \�� Y LYN ��i FIGURE3: aQN� .. ..N�1 ��i ANGLE 3}MtiU.tOtd ANO Mt1L!-t07V GLIPS SHDWN ARE NO`G 7�SCAt.E.f4R EXACT DtMENSipNS,SEE s�4� ; '�' '�GEh+Sfi�;�L� � CLIP MUST SHEEf5 21-23.HqLE5T0 BE pRILLE6�N THE FIELO FOtl6W1NG DIMENSIONAL RESTR1L7iON8 � �' :t<'�% � � � � BEUSED SHOWNONSHEE752�-23.FIGURESSHOWSUGGES7ED,APPROXIMATENOLELOCATIONS. �.�: No.5870.5 � �K pk�Rs' d}SUOSTRA7ES:C{?NGRETE SNALL CONFORM TO AC1907 SPECIFICATKSNS.HOLL4W AND -�-.---�. *= GROLtf•FItLED CONCRETE S1�OCK UNFf{CMU}SHAI.L GOtdF4RM 7Q ASTM G80.WOOQ SHAtt � f�^� �� FIGURE 4: FIGURE S FIGURE 6: BE PRESSURE-TftFJ�TED YELLOW SOUTHERN PIME WITH AN SG OF 0.55,ALUMINUM SNALL BE �•� �j 7' ,'tj/� 624" ^r� ' S'�`�SZ7F ; 6063-TSANDBEAMINIMUM QF 100"7HICK.STEEL.STU0.STOBEAMINIMUMGRADE33AND � ""'��•. �V� A � A4STHICSt{18GAUGE}.S7F2UCTURAL57EELT08EATLEAST 125'THICKANDA38.ALL --t r�Fs''•:�'�ORI�A.•�� Ci � �tac.�o�s ir�ro MEra�sHnu.��o nT�asr�scr�w n-!�,cs aErorm�Ns twwr�v� 'r,;s�ONAL ti�� #10 8#12 ANCHpR5(NTO W 000 MAY 8E STEEI,1&8 S.S.Oft 440 5.5. 5.252�X 3.sa^X.62a• A tMDlN MN�'�4 p�E. • MuwoN p�,p.E.#59705 TABLE 1?A � AAu16onCa o 7able bsMl� �� Openln0�dth(foruEficeOy-spamurpmdfiore)orOPenlnHHeight(forhalmMalry-sparrirgmiIDians) �,^$l F 50 n 60 N 70ln s01n 60 N 10o in 1101n 1101n 180 N �� ( ¢ R+�,w�m neam+�+a �na�u �repm�n� r��,a+i� n:amimg. ru�uer rmwmma necw,a� TM�rm�,e. ��mer noprme�. A wnaW� �repmen�. aonana+� T�n'm^�s ��+w�a r�am+�+a -. o 2x4x25 �� m� im6�w ��a e+� �e^e ��e ��v �re �ere �a�w �ema �m ��re t�ana �mane ��s �rne � V � nwm.Tube S � � � � s � �'� �' a ,s � � � �' �' € L € �' s �§.. 'Y " M�em� � �� aa a �€ g� � � aa �.B � b � � � �� a� ��, � � a� LL d aa � a � a a a � �� a �� se e �9 � �� ^ sa a �� sa � s� a � �� s9 N �' yp €� g� €� e� €� � � �� 6� ��g �� . ��a' i� 8� b� s� a� s m� S� gs�} � e� �� tre 6 � §$ -ti§ 5g P =� ��" �s U �B '�. 5 g� a� �� '� fi � Z a` a� �� 9 d�� '� a�� '� �a� �� § � �� o �� ¢ � � ��y w s� 8� z �� d�� _ �� s�. �a' � d� �@ Ua� ��. a �� e" a fe s � 2 d� Z ain rra.a szo t7ao p5 �mo �u tmo pa �7a.o ase nao ws 770.0 9st no.o sie no.o tne f7o.o szt t7o.o �zto �mo szt tTo.o tue t�a.a sz� t7o.o ins �m.o szf nao �se� fm.o stt � p = 181n 770.0 70B 1740 4� 170.0 &SO 1717.0 6B1 170.0 892 170D 630 170.0 113] 17�.0 881 170A 1275 170.0 677 170.0 1417 fA.O 680 7760 1700 770.0 6B0 170.0 1961 170.0 680 170.0 7157 17D.0 B80 w � � K N �Q@Sln iTAO 7d7 1760 SA 170.0 896 170.0 831 170.0 1018 17C.0 664 17U.0 1199 170.0 77! 17G.0 17C6 17C0� 7lT tro.o id9! 1T40 758 170.0 1Tg4 17a.0 758 170.0 �092 170.0 T5B 170.0 2791 170.0 768 y � Q.g � 6{In 77Q0 79T 770.0 612 170A 85fi 170.0 fiB1 170.0 1118 1740 754 17a.0 195 17Q0 BW 1T0.0 1134 770.o B37 770,0 ti% f70.0 eSe nao 1913 170.0 031 1A.0 7131 tro.a 861 17Q0 7950 t7D0 �881 � W Q� 60n 170.0 885 1T0.0 707 170.0 tOB3 170.0 797 17D.0 1210 170A B78 17U.0 1417 770.0 B4/ 170.0 i5B4 170.0 9S6 170.0 1T77 170.0 tail 170.0 31Y5 170.0 1D6i 170.0 &79 17f1.0 f0&1 160.8 2680 170.0 1� � � M W 6i4i 17Q0 830 17Q4 7�5 170.0 1716 770.0 950 170.0 71@ 17Q.0 940 170.0 1488 170.0 t0U 170.0 1613 170.0 1078 170.a 1859 1760 1112 17h0 a3f T70.0 11� 188.7 7557 1T0.0 iR7 7fS9 2577 170.0 1171 ~ � � 2 � fi6h 17Q0 974 170.0 7B9 I70.0 11H9 170.0 803 170A 1794 170.0 1002 1740 1558 170.0 1086 17LL0 1753 170.0 1155 170.0 19db 1TQ0 1210 17Q0 ?338 270:0 1278 191.G 2437 �70.0 11l6 f329 241T 17Q0 11Bfi fJ � . r Q 72N 17U.0 tOQ 1T0.0 C78 17D.0 I2T5 1R0 1009 170.0 7188 170.0 1118 t70.0 170.7 170.0 1a8 170.0 1913 770.0 1]13 170.0 2125 170.0 1387 1/5.6 21& 17Q0 1488 12�A 2189 170A 1628 108.2 2786 fl0.0 153D � Z V� R (,.) � 76ki 170.0 17T2 770.o B37 1T0.0 1368 1Ma 1�0 170.0 157U 170.0 1109 170.0 179/ 770.0 1372 1667 79W f70.0 1421 14E.6 1fl6U 77a.0 7505 E].B 1980 iB1.B 1518 1061 1Bfi0 1%.0 1535 929 19N0 752.7 1631 � � a� A �Z S 79in 170.0 11'J1 1T0.0 867 170.0 17l1 170.0 1118 170.0 1611 170.0 1250 1T0,0 1e4Y 1To.a 1�89' 1627 1881 170.0 1{74 1]7.{ 1e81 1l11 1600 111.6 1981 147.7 1{T! 982 tB81 739.8 1�59 83.9 1881 1J7.8 1154 ? � (n n Dch 170.0 1348 170.0 114/ U9.1 1398 158.0 1218 �n.e 1388 17&0 116B 111.0 /399 131.d 1118 B&4 179E itq2 1182 l8.9 1798 1DI.8 1147 7�3 1789 99.8 itTl 67A 1709 627 1f04 659 1799 789 1099 y Z J Q � � J 96h 147.4 1129 151.9 1098 1?2.9 1429 1Tl.B 1P79 105.3 1719 111.2 f001 B2 199 b0.9 f0/4 Ef.9 1729 89.6 7029 73.7 1?29 !3A 1018 61A 1728 T!1 B93 52.7 1719 65,8 W7 1&1 17]8 Cl.i 887 �, F � � � � 10Bin 103,i W1 105.8 877 88,] 971 89.0 882 74.0 971 7l3 849 BM1.7 B71 88� 837 61.5 971 61,8 B26 61,0 6/7 �6A B76 /3.1 971 49.0 7BB 37.0 971 µ.0 761 3L4 871 4a.B '/7� a N N� �O�O 1f11n 9S4 919 F7.7 632 78.6 919 61.9 819 68.1 919 70.8 p�s �. 878 62B 781 9A 818 59.7 7� N.7 S19 .1.8 771 39.7 D19 {4A T58 34.1 818 40R �43 29.8 919 J7.1 7R � � � � � X oY oY 120N 795 786 76.8 71fi 62B 7Bs 8�.5 7d1 53.8 789 19.8 eB! 47.t 7W /9.1 6B8 41.9 788 N.4 HT! 37.7 7E8 46.5 660 715 7B8 34.8 63 27.0 7d6 91.0 041 Z1.8 7B6 26A 671 0 F � � � 140in 17.T 348 H2 b01 ]fi.4 849 3'7.0 !88 312 6�6 31A 481 27.3 518 262 484 2/.3 B�fi 2fi.3 Q9 21.s 5C8 71B 474 1fl2 518 58.5 �84 18.8 6{6 171 �SS 19.T 548 153 {qE � U N ¢ O O TABLE 12B ANCHOR CAPACfiYADJUSTMENTFORMULA: � a 8 Z � � MchorCapaclry Ta61�(16e) ANCHOR CAP.,m,,,,,, ap �� `z�� 6utahat 27�[brciete 331tCmc. HdImtQAU FIIeOCIdU P7Wmd N0J (OP)X( )=ANCHORCAP.,�o U� � � o-�� ats6co v4'ss�o SncFxo va•ssfieo atosm mzs�em xtzs� MULLJONCAP.,,m,,.,,, � /.��firpe' 4�IBEICOURB[all V4'EitollUacOn 3MEEI[olAtI0Cq1 Vd'�CDUR2COt1 McharCOpPattema uNazan �ggeGmnr uroacm appr�3a�a screw((ttr7 scrtx� suar(c5) USETHISFORMUTAT008TAINTHE ANCHOR PRODUCT REVISED Etlg�tivarce pny r 2-v2 t' 2-V2 Sve" r 2-v2 t• s-v2' 2 ave' 2 ade• asc o.32a' CAPACITY REQUIHED'CORRESPONDING TO AN as compiying with the Floritla &noeonmtMY 7Jra• t3�m iS1A' 13�4" Y t-tn^ i-vx i.va^ �-va' i-vs^ t-va' r t-3�a• tas vm�es ACTUALPRESSUREREQUIREMENTFORTHE BulldingCoee 2�ncrors�a7snuno.aistowadorom�et�vpff�qia2y saoms seoio asows e0oros t6aaies 27oms fm� sum.+ 7eows �aies 5sama wsia aatms tazms 5sops OPENING,WHENffISLOWERTHANTHEMULIJON NOA�Io. 17-0630.01 4Afl[hIXe�26B°Mk10.C.I5fdI1�N(�I'IXBeIy��Fip.9Y Tmro� 7mim Swits tnasun t�2ilw NiA SmRn wA �sim Hin eeoms [va sezro� eesltn na�im CAPACITY�FROMTHETABLE)OFTHESELECTED �p)�UonDate05/26/2021 6Arc11ars�t.7t'MInO,G,lslanmm(oraeeqClq(Flp..IX easics o�i ��ios ia�sire N/A wA �ms wA �ao1m N!A Wn N�n soale+ isz�irs ieaolra MULLION.fTWILLYIELDAMINIMUMANCHOR 4ArcIDI9�YMh.a.c.r(q2�5ArgIOClipsl(F7p5Y 1001Ce ¢s 6BOIEs 1560P8 7HB609 010.4 6�@6 WA 7601Es 7481Cs B�Re 1A92Qn 692ms e&SIDe 11�Itn CAPACffYWHICHMAYBEVSEDTOQI.I/1L1FY By fiArc1D�9�S'NN.QC.l��5AIgIBCllps/(Rg6Y tt7ons t�To� �o2o�.e zsmus aeaams ei eaoro� wn ttm� 7�a2�os t3a7ias aasems tmsiec 199Re �smrze ADDITIONALANCHOROPTIONSFROMTHE Mlam ProduetCon ro - 3MCMIs�1.94'MIII.O.C./U{�p,htta.12TPAm.(Fip.7)' N!A WA NfA WA NL1 N/A WA WA WA N!A WA WA N!A WA tOTJ ANCHORCAPACITVTABLE. 6AfICMI9�0.6A'MIn.O.L./UL�p,Nto.12SAWm.(Fl9-BY NIA WA N1A WA NIA WA WA N/A WA N!A WA WA N/A NfA 21 I� 2 ArcMls�26B'NJrt O C.!FCHp o-l4 9k 370 ms 370 ffi 3151Ds TG31M 712�s N/A 2801�'6 WA 3l81ts WA 44�M9 WA 341�9 4421Ds �0 I� 3Arclm��.71'Mln.O.GI W�(Rq 10t �� SZ 0� 9791Ds W3 Rs N1A WA 9531� WA 98810� N/A WA WA 671 M 6671[a Ba0� NOT@ FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAFi�CLIP �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGUREI: FIGURE2: FIGURE3: FIGURE4: � � � � � � � TABLE NOTES: 2000' �� 11111 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AN�SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR ��` Ny LYNN '�� GENERAL INSTALLATION MEiH005. `��aO. �• /� �� • • • • • LIGENSF'�C� : FlGURE 6: FIGURE 6: 2)LINEAR INTERPOtATION BETWEEN MULL LENGTHS AND/OftOPENWG WID7HS ISALLOWABLE. - � Q�r� ;CnP� � � • • • • .250" a.aao" =� .• No.58705 � - 3)MULLION AN�MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR IXAC7 DIMENSIONS,SEE SHEE75 21-Zd.HOLES TO BE DRILLED IN '*' '. *= • • I • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&FIGURES SHOW SUGGESTm,APPRO%IMATE HOLE � - • • LOCAiIONS. f�` FIOURE7: FIGUREB: FIGURE9: FIGL1RE10: %�O�• ST TEp I�� ANGLE GLIP 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 30'I SPECIFICATIONS.HOLLOW AND OROUT-FILLED CONCRETE BLOCK UNR � 'n�•, p �� •� • � (FIGURES 588) (CMU�9HALL CANFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i�C�s '•.�ORiDP,•�G�2` � � � � • MUST BE USED N-UMINUM SHALL BE 6063-TS AND BE A MINIMUM OF,125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,046'THICK(18 2'X 4•X 25'MULLION 'i,S�ONAL E�� ry pq�qg. GAUG�.STRUCTURAL STEEL TO BE AT LEAST 12S THICK AND A36.ALL ANCHORS INTO METAL SHALL IXTEN�AT LFJ\ST 3 SCREW A LI�I�N Mt{!L��,P.E. THREADS BEYOND 7HE MATERV+L#10 8#12 AIdCHORS IN70 WOOPMAY BE STEEL,7&8 S.S.OR 410 S.S FL P.E.iF 58705 �� I �� TABLE 13A A9uffinnCa c' Tabb R4eftl�' �� < pponin8 Wfd4h[torceNcaBy-sPe^ri�9 mJiare)orOPan1M HoloM(tor fprimrleBy.`iParr�r9 mdtlore) uatn teotn �� o � BOIn 1[bin i?flIn � � Zam eom r napm,�_ ae�� rr��w,�e. rmcm�� m�. aecanw� ��u ivin 691n � Ractm�g�da Lep(M°�e. L� ��+a taa�9 �mn0 LawnA wamn0 ��m tmairo �x' cWi er TtpPR�A RacmaOdnr t�eP'«ar+9. R�cia�� 15aPR J• a ii Rs�tnne+i� W�8. Recie�tl ts�SnG lmd 9 loa�"� � �' `' .is N �na waama �emna ioamcw r F .�y u� �` �.w r a � � -u,_, v.. i „-- o� 2x6X.2b u1°� u o a�m.r�n� � �_ �' �'G m ;� ' � 6 �' �' �'_ �' �,. � �'g � g� $ aa` � a� s $�, � e� �� a� a .�, a �� ' U � � "� �� _' � S n � �' � � x �� xe a� �� tr� § � � �ti� � em,iNo� ., < s �. �.a �� " � a� � a� � � 39 3 �� a &� e s €� �p �� s� �� e 6L �� F �� s� �� g� �� g� �a �� s� �� a� ��. � �c �& _ � Z .�,-- w � >` � �a �a E� k� i aa s �a � �� rc �� ' �� g� �� . �z �m.o sz� no.o �am no.o sf tro.a »u im.o szt i�u.o a� 1T0,o �t o, .� tzn tt � v_3 42in 170.0 620 1T0.0 A�5 170.0 741 17Q6 478 1T0.0 886 i7G.0 508 tTDA &� 17R6 55@ 1760 1l18 770A 521 1Z4.0 124� � � �o F �BIn 17�.0 70e 170.0 �d t 0.8 996 t�0.o 8 7 i76D tuH t o.0 6B4 176U f185 170.0 �Zs t70.0 19�15 170.G � 17�.0 7486 170.0 756 1Yo0 1783 7700 7:+6 17GD'2082 170D T5e flC.9 � i7�� a � �j W SD.62SIn 170.0 747 1T0,0 583 � F�4�n 1T0.0 T87 170.0 812 176.0 99! t7d.6 S�t iT6.0 1118 tlp.� 7:s4 ilQ.O 1275 tro.a BW 170.0 iF34 17a0 �7 170.0 1641 170.0 65� 1T0.0 1911 176.0 061 570.0 ZZ15 ila.0 8bi iT6.6 2� S1R0 88 � ¢ Z = � �. � 9pin 170.0 E&5 1T6.0 7di i76A 1083 170.0 7D1 17q-� S2M STQ.J 87b 17Q.0 tbf7 170.A B11 170.0 15C4 714.0 B88 17q.0 17t1 iT0.0 ttti:i 17Q0 2123 170.6 tUs3 176.0 Z4T9 17U,8 tOG3 i70.6 2833 t740 1083 Z �z � 631n I70.0 R l 0 A 0.6 ?t5 570.8 17t6 S7p.0 Ai0 1T4D 13Q2 1Ta� b4G 1TU.0 148a 17U.0 1015 170.0 1673 170.0 iW8 17D.0 1L59 170.0 1122 17�.0 T29t 170.0 ii59 176.6 26d3 170.0 1171 i79A 2175 11U.G i17! � ? w� � �Z � gsU 1700 8 7{ 5 7 0�0 789 TtO.D 1169 1?qA 963 170A 116F 170.9 f�02 170.0 165b 17U.0 100e t 7 0.0 1 7 5] 170.0 1155 170.0 7B48 ti0.0 tt70 4M6 733L 'R6.0 t273 f7�.Q ?727 l76.0 iT.�B t7d0 31l7 770.Q 7268 a o 1711.0 122E 7 7 0.0 1 8 1 3 170A 1315 170.0 2125 iTO.G 138] iT�.0 25� S70.0 iSSE 11flA 2H7S 170.0 t.`+2 9 1 7 b_0 � f717A 1574 ,., Q � � N T' p 721n t7U.a tD61 170.6 878 179.0 1Z75 170.0 1� 77aD 14Qe /70A 1120 17o.tl 17W Z ~ � Q N � -� 7gy� fl0.0 1172 t7 6.fl 937 170D i748 17Q� tUB� 1T0.0 1570 170.0 12UB 1TO.tl 1784 170.0 15a iro.o 2019 77U.0 1421 S?D.0 22i1" 1M.0 1505 f7tI.0 �B92 17D.0 i639 174,0 31i4 i70.➢ 15@4 1 7 0.0 7 5 b a f70.0 t Z � ,� 7gtn 17d.0 ti5t f7R.9 6b7 170.0 1a4! 570.0 1419 17U.0 1811 170D 125U 170.0 1812 170.0 f388 170.6 2�7 2 170.6 147i 17U.8 23� 170.� l3GS M170.4 Z763 170.4 tTao t7o.G �T15 170A 1777 i10,0 '7883 170.0 1788 p r ��o 0. � Na ypks S74.b l37A tT9.Q 41M 170.0 l581 110.0 732E 1'N.0 1899 1T40 t�Be 170.0 2175 170.0 7� 170.0 +LZ97 1T0.0 t793 178D ZB:R 17D.0 285d S7D.4 at&8 l74R 2125 156.0 M13 170.0 7177 1285 341� 11P.0 D p � ggy� t70.o 14l7 1T0.� r� 17U.0 191�2 170.0 t� 7 O.G '7231 170.0 1870 1 0.0 � 170,b 2tl7b 1b{8 2781 {76.ff 7174 tj83 Yl9i f 1.9 2It3 !?3.8 27g1 1 OA � 103$ 9787 125.8 Z�4 82.7 2781 118.0 21 0 � � � � � tt'Jin 470.0 159f 77Q � U � '"� � � 7711n 170A 1838 170.0 7451 170.0 19:6 170.0 1700 170.0 T197 176.0 1972 t�a.a 261i iN.O 21i8 iSi.B �2 1923 22d5 tabb � 71d.4 Y119 117.b 2&72 '128.4 z1bb G7.9 2tl1 115.1 214b 85.1 �!7 108.3 �d a e Z m� � 12�In 17 0.0 1 7 7 1 1 7 t 1.0 1588 17U.0 2125 176.0 7859 tSi� ZE'.+� 156.6 i9Bi 135.1 7252 idt.1 l86a 120.1 2252 ffi7? 193b 700.1 ?252 11i1 181� B41 21:� �.� 1672 77.P 22� bE.O 187b 07.6 7252 81.d 1006 �a �� a �� ANCHORCAPACITYAD.7US7MENTFORMUI.A: � .. � � �� 1liN 124.1 1581 726.6 7445 10M1.3 1580. IOb.1 �i7 B9.i 1584 813 ti07 J8.2 if+8! 8�.7 i� �5 ib64 7R.9 iD7J 62.8 758� 6S7 I35E 621 1584 58.0 1730 M.7 1� 4B2 1305 �.i 1� �.4 JWCHORCIW.,,o„�.1�ANCHOR CAP..�, � 7ABLE 138 AnehorCa Tabk lbs Fln��µ� asnwoe �� tDP°�X��r,y�LLiON�'•�.�--.1 PRODUCT REViSED 3.Sk fbno. Fialor CMU S��yy� 2.iK Cd��g tx'Sg Elpp y�,g'pco 7(4'S8 Eka R70 Sd:e1 L7254o1 812 Sieaf 1v a SI56'floo 3110EIm�itrecan ita•�ourm�a, aoa�� uaracon noc��mr saewtcs)s�rewtcst scrawt�si CAPACl7YREQURED COBRRESPONo�GTOAN 8uildngCo�de�7-Q534.Q1a AndmrTfP% 3�iF ElcoUltrsm Va'E�cu ulvmm Ul7acon �. 172' T }!18' 7 O.AB" 0.61 D.924" NOMNo. pnchorCupPattems �, g_tn^ 7-t/e• t' Z-�a' ACTUAI.PRESSUREREC�UtREMBd'fFORTHE E�m�0e�� t, �.�• ppEryINO,WHEN 1T IS LOWERTFtAPI THE MULLION �p��tiov Dato 05126l202'1 EmEMmenl(InF 7-3i4' 1�l4' 1-3tb' 1-37d, 2' Yt1C 1-0W' i-ItA" 41t4' t-914' 7•114' Y 7318' 1�fl' � fn ^4 580@� i0a�bs tasoms i481E+ �2'nt� 4ee�� u'" �tb' �a��' CAPACITY(FROMTHETABLE}OFTHES0.EC'1'E[7 �Y 1�n im 7aa ma ean iee �7so�ua �z3s ies 5no rca wq wn wn i36�ica nra ins 2zao i� CaPAG1Y WtiiCHYMAY BE U'NSED 0 QUN.IFY Mtam aac auct cantro� 2Artchore�4.7SMh.0.C,lStenCaNWOEsotCOPtA0.tL2X 390Rs :90bs 9SQlbs 89QLhG 1644b6 2IOIb9 1BOICs 3661ba 7401ba 37�Id9 6641G0 81HIEa J471➢0 di2�4s BAnr,�on�+.b8'Ft{10.C.t3tHn�dS�04soQCf�c{FI9.3g NtA t�Slls WA 760� TABIM 8991ba 1B921Ee 6a11ba 895tbs 113�1➢a eMcno�*��-»"M3'M1vn OIC.�J Ri 2Y5 An01e�C�Ds 7 tFl¢.`.+T 789IDs 7sa u�n 5so�6s 155o Ibs tsB5 ms 810 ma 5eG ma ANCHOR CAPACiTY TABLE, 4 A�Ms Q WA WA R00.514e 265i Ihs 33W IEe 8 Airoi��3"ttin O.C.t i2)2�.5NW's CCpc f SFW.el: t58G lbs �sso iw �aeo ma 3fzo ic� srss im �� a24 im ruA t�ao toa j�wp g ��eS ��A saas x,� t N A� a3o� FWDRIbNAt.ANCHOR OPTIONS FRO 12 Al�loN�15'Min O.C.1(3)2t5 Nqle CAPa�(F'9.7): 186016! 2100ICa 14d0� 3re6�P� M(A WA �A wA N'A wA pyp N!A '1084 Rs F""2000"--'-I 4 Arnhors�1.34'MIn.O.G i iFLGR Nto.143"hMn.�C 87: WA WA wA �A Wq N!A wA �A wA � CS616e '3{7 Iks 4d21m 5fi0 ms BAcchas�dBd'MN.O.G.7tkA;P.i�rto.725"A1um.ff�A.9g WA N1A wA wA i86IDs T76Ws 28617s 3541ba 1d4� S746a '�� A 582ids Bd51ta 1720&e .250" 2AnChan�4.8B'tAn.O.CIF�tlWRa6.t0y 9801ba 34UIDs �SOibs 8600n WA 4701ba N/A 535ros WP N7h 4 Ar.Ghas�1.71'(�.O.CI F��P iFW,11I: 599 ieo 7�bn 5051Ds 12S81Pa '�A TABLE NOTES' NOTE FOft THE OFFSE'S GIiP,USETNE SAM£ANGHOR PATiERN AN�aNCHOR VALUES AS THE STANDPRD CLIP• i)SEE SHEET�FOR INSTRUGTiONS ON US(NC+THE 7ASl.ES AN�SHEET 25 FOR INFORPoIATlON ON FIGUREI: FIGURE2 Fi6URE3: FlGUREd: • FIGURES: F16URE9:F.DUREi�: FIGUREII: �t�� t��/� .,� �NY LY�VN� �: LQADING.SEE SHEE7S 2-4 FOR GENERAI INSTALIATIQN ME11iOt7S. `�� .4,c�Nse,jl` . � • • � � � • � 2}LINEFRIN?ERPOtATtONB£TWEENMUILLENG7H5AND10ROPENIN6WIpTH515ALJ-DWABLE. 6AQ0" ��,C�` �'-{�`�% _,*; No.5$705 • � 3 MULLION AND MULLION CUPS SHOWN ARE N6T TO SCALE.FOR EXACT n�MENSfONS,SEE SHEETS .� �:*_ • � • ♦ • Zj�g3,Ht3CES TO BE DRRtE�J IN THE FiELO FQLLOWING dIM8fJS10NALRES7RIC710NS SHPWN ON = . _ ' � � � SNEETS 21-29.FIGURES SHOW SUGGESTED�AFPROXIMATE HOLE LOCA7I6NS. _^p �t��1Y'� FlGURE7: ��O'• 6 A7E F��!(f�` F I G U R E 8: FIOURE 6: ANGLE %,��, �. � � � • g�p 4}S U H S T R A S E S:C b HCRElE SNAtL CANFORM 70 ACI 3tl1 SPHCIFICATIONS.HOLLOW AMD GRqUT-FILLED �! s ,, s O R�D?.•'�\,� � • • ' (FlGUftES CONCREI'E BLOCK UNIT(CMU)9HALL CONFORM TO A S T M G B O.W D O D S H A L L 6 E P RESSURE-TREATED � • 5-� yELLOWSOUTNERNPINEW�THAMSGOF6.55.ALUMWUMSMtt!-LBE�69-T5AND6EAMINIMIFM OF 125" ��S,�CIN ��\ � � � � � � MU57 sE TH��(,STEEL STUDS 70 SE A MtNiMUM 6RAdE 33 AND.045"THIGK{18 OAUGE).STRUCTUFtAL STEEL TO 'Z,X s„X 25' A.LNGIN�Q��ff�'.p��• � � USEpIN BEATLEAST 125"THICKAN�A38.ALLANCHORSINTOMETAI-SFiAi.LEXfENDATLEAuT3SGREW MUILION FIP.E.#58745 • • • • � � PA��• 7}.�REqpS BE'YONO THE MATERIAL.#iQ&#12 ANCHOftS iNTO WQOD MAY 8E STEEi„188 SS.OR 41Q S.S TABLE 14A °�� ' MuNonC ac' 7abW IR2 ' �� i Opening Wldth(for�erdcaMspe�*dr9 muPlons)orOpening HeigM(fort.oAmrda9y-sparNrg mWOare) � � Sa In fi01n 701n b�In 90 In 7001n 12U in 140 in iB01n �gx.i p RatanOWsr tteWT� Haata�gNer Ta�IhW4 Rectm�guta TrzP�rtanB. Rectanguiar ToP?rlan4 RectmBuler TrzP'TAa�. RecleMulur ToyMmg. Rati�B�la TrapliF�g. RectenOWu TmMd�4 Rx�a�uler 7raP��G �5� � H� a 1.26':2.17" ��dina tnemra lnaat+e �re tuan� �maw �ceatr.� Lwema �naetrg waro ��p t.00dm �nodme �admc �wctrm �oaarg inmoa �+e �x�" � �^ r � x c �' �" � $8 8 �� r $g'_ �g'„ � �ug'_ �' �g,s �`g �ag's' g� Lyy'. ��. , w � XTuDeHlulm � �@� � � � ��' � �� ^ �'�" � �4�" � �$ � �7� 3 il� a a� � ti� � iS�' � t7� tgi S` d B` � �i ti n b U d � � � e B �� e e� m o� � �� `� �� b� �� b `� � €� �� `� �� ! s� ia � _� � �' �� '� �� g� �� g � ° � m� �, ; �� 3� �8 �� a � s rc �� s� s� �n� �� s� � �G d� �a� �& �e. �� s� � E� �a� � �3 �� c� � pZ W � t3N 1dC2 52b 167.0 52B 1Z0.2 526 td69 419 t03.0 e� 13fl8 di� 90.'I 51b 134.6 411 841 9H 13a.1 471 T21 518 1341 411 841 576 134.1 411 51.� h78 134.1 411 55.1 3� 13a.1 �11 y J � i 481n 96.8 407 10&0 373 B0.5 4Ri 94T 719 fi9.0 403 BO.4 330 �.4 4IX1 81.4 3�7 6S7 <03 79.t 375 4fl3 403 7fl6 31� 40,3 4W 79.8 314 39.3 403 788 31A 302 463 7&8 311 K J � � W.6751f1 523 3Q i1.0 301 6E.B 361 79.3 29� Sfl8 3@ 77.9 ZB9 61.5 3R. 87.1 2B8 48.7 387 64.8 TM 41.2 902 B3fi 2B3 34.3 3@ 63.6 18:1 9A 35! B3S 2B3 757 397 Bi5 183 � � �� _ ! 5CIn G7.B 319 74.1 167 56.5 318 9Q2 261 Ca5 318 5T.7 3S8 424 318 635 2Si 37.1 318 W.e 25U 33Y 319 456 Y4B 2fi9 318 49.1 248 272 310 49.1 2qB 212 318 19.1 240 a m p � � m � W In 6A5 239 67.7 27B 41.2 YSB JS7 214 35.3 258 -00.7 710 30.9 ?� 371 207 YT.S 4SB 34.8 209 247 258 334 1di 249 15B d].2 201 17.7 T58 322 ZYt 1E5 2� 7d.7 201 � F � c0 � � B3N 627 231 �5.6 8J0 35.8 T39 38.1 195 30.3 734 34.7 192 2fi7 2aa a1.6 789 7S7 234 134 196 27.4 234 2fl0 789 'I�.B �3M1 28.8 '183 15.3 234 2fi5 1B3 13.4 27� �.5 1W ti � a Q � � q5�ry 373 213 38.4 167 31.0 213 73.7 176 7d5 713 2J.B 178 432 473 27.0 173 ffiB 213 25.7 t70 7&8 213 517 169 18fi 213 T1.2 '167 t3.3 Z13 7Z0 168 �1 6 213 720 168 Z Z fn Z m �U � Tltn 268 17B 3�.7 1W Zt8 779 ?5.B 7R 20.4 17B aS 7C9 77.9 176 4Q3 147 16.9 57B 18.7 t43 w � j; "� �p � TBfn 263 tet ?5.4 140 70.7 181 27.0 137 17.4 161 18.0 135 151 167 17.0 137 � J 2 o n4Z � j Q LL7 1� 1 781n ?2S 162 27.6 733 'Ifl8 19 1&B 131 161 1� 17.6 12B '� TABLE140 . Z � � a ` � ` ' ANCHOR CAPACfTY AOJUSTMENT FORMULA: o Q X Z � � I MchorCapxlry7e6Fe Ee qNCHORCAP..,,�.,., a ~ 81 "o mo SiDstate 2.7kCau¢ie 39�Cac. HWrnvCfdU FllkCCM1RI PTWwC M9� (�ue)X( )=ANCHORCAP"„e � �� o � � 5I1G EYo MULLION CAP.,,o,,,o, � y � i 91GEkol�irecm 1N'BCDUrtrscm 3�1SEkoUttracm L�`ElcoUltrocm ��655Eko 5116'Eka 1fd'SSEko N70St� fH2S't�l nYS�el o W N � MehorCdp PaUama ��ry� M�� Ae9eoai« u�cm Ag#�ator suew C�6)ecrea'l�5] g«'+'l�9 USE 7HI5 FORMULA TD OBTAM THE'ANCHOR N Q. X Y Y I ecge mvurce ny r atrr i' 2�a' 7-118� T '��R" �' �-'�' �' �-��' 7 aae� o.sf� o.nr CAPACffY REnVIRED'CORRESPONDING TO AN � � t/1 � empeonmt y �aa• tair ia'a' tart 2 t-va° �-v4' 7dlP- 7-L4° tal4" t•vr 2 t-s�e• iS�9' �ares ' ACTUAL PRESSURE RE�UIRFI�AENT FOR THE � V N Q � + sarsrors�rnaao.c.i h5AlgbClp9/(Flp.Ij �eoirs 7�ms �oira ��w+ +aesms aao� �oios wa �mim �rein+ eeoim iea2ios �zns eesIDs usams OPENING.WHENITISLOWERhIANTHEMULLION � a2�' Z � OO � . CAPACITY(FROM THE TABLE)OF THE SELECTED � � �.0� � MULLION.R WILL VIELD A MINIMUM ANCN�R -� CAPACfTY N/HICH MAY BE USED TO WALIFY V� � � �� ADDITIONAL ANCHOR OPTIONS FROM THE j r\NCHORCAPaqrY7AeLE. PRODUCTREVISED � as eomplyIng wlth ffie Florlda Building Code Noa-no. 17-0630.01 � Explration oate05/2ol2021 1 / � ey �---� � TABLENOTES: Mlum a�� Praduc Cantro I 7)SEE SHEET 1 FOft WSTRUGTIONS ON USING THE TABLES AND SHEEf 25 FOR INFORMATION ON LOADING. ��268.� I SEE SHEETS 2-0 FOR GENERAL INSTILLLATION METHODS. r � 2)LINEAR INTERPOLATION BEf WEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABIE I FIGURE 1: 3)MULLIO�AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR D(ACTDIMHVSIONS,SEESHEET821-73. � � � � HOLES TO BE DRILLED IN THE Fl0.D FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. p,�� FIGURES 9HOW BUGGESTEO,APPROXIMA7E HOLE LOCATIONS. � 125• ��uii�� ANGLE CLIP MUST BE USFD IN PAIRS. 4)SUBSTRATES:CANCRETE SHP,LL CONFORM TO ACI 301 SPECIFICATIONS.HDLLOW AND�ROUT-FILLED \�� yY L Nry �i��/ CONCRETE BLOCK UFt1T(CMU)SHALL CONFORM TO ASTM G90.WOOD SHAIL BE PRE9SURE-TREATFD � � 'C`�.•'L�GENSF��1��. YFLLOW SOUTHERN PINE WI7H AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 M7D BE A MINIMUM OF.125' ��: THICKSTEELSTUDSTOBEAMINIMUMGRADE33AN0.045"THICK(18GAUG�,STRUCTllRAI.STEELTOBEAT 1,28•X2.11'X.12SMULLION . �•.� ; � LEAST,125 THICK AND A36.ALL ANCHaRS 1NT0 METAL SHALL IXfBJDAT CEAST 3 SCREW THREADS BEYOND (IMEGRPL FIN MULLION) =*; No.58705 THE MATERIAL#10&tFi2 ANCHORS INTO WOOD MAY BE STEEL,t&B S.S.OR 410 S.S. ,�} •� *_ �.• �s�� :°�'�•. "� �� i i F ��:c�ORIDP,.• \�: � ��'SS��rNAL EU�G�� A.LYNNIvIIIlER.P.E. � FL P.E.#58705 � i t I TABLE15A s � NWIEotlCepaa Tabb�@sfR� ��n�X A Opmin9wd�h(for�.erGealhrsPervingrtui6arn)orOpenlnpHol9M(forhor�ntaN�penrir�mtt�ore) � � � a win wr� zoin mh som �ooi, fanm t�oi� tsom p rtect�br Tr.q/itlana �br 7myTnena Aenene� 7'r�T++�a RK��ar rmprntm,g. xectmglla 77apR�fare� �� T�a^a� Rx1�w/ar TmM++ag. r�nNer 7mu�w�a �nP+� 7+�7dm�a �� 326"70 �adlne �aodnY. Lnem^e Imdno lae6n0 LoaclM Loo�nu Loni9na lcmilro Lmdno taeena Loa�e Ina6n9 LaaAre Loedrre loeMp Loemnv I�ny �Y V 0 DEG.AL a .a r n n � a a � r r r � a r � � LL BAYMULL �$ :,, a �.. � �._ � q � g,.. $ �.. � �.. �� a„ $ L^ � � �^ � � � s� 8 s � �� s � � � € a§ � � � $ �� . � � N � 39 � � s �� a �^ s � � s � �^ � � � � �� 5 a � � � � � d� � � d s �^ 9 � a� �� €�' �� e� sB €�' g� .�� s$ �� g �� s� ��y � L� s� g$ E =-B� s a� � r� s� a� �� s� e�i} s a� � � ��p� ~ g� d�z �� €. �z� f6 �� X iB a�rc z� �x� �� a s'bu d�a" s'� �� s'�. 8� �� 2�z �� s �� f� e�� f� �� . �a" t� �� W rem na.o szo na.o +�e no.o ta nu.o 4�e t7o.o eee no.o wa tn.o s9z �ro.o ets tro.o ms naa �i no.o tz+o irao mi �7¢o uea na.o szt no.o tns tro.o szi ue.+ nu nao � W J � �em na.o 7ae no.a s� na.o eso �10.o ss� t7o.o e� vo.o ew tro.o tt� tro.o sef t7ao tz7s vo.o �rr na.o un t�ao seo i�.z isa no.o eeo �so.5 fca vo.o sm �u.x �sn �rv.o mo y � cn � �� w.�am no.o rn no.o ca� i�o.o aea vo.o se> >To.o tae ivo.o � tto.o nss �ro.a m irao ixs ttua �si �s�z uu tm.a rss ��sA �ua ��o.o �se »r.a iu3 im.o ��e �oze �u� �7a.o �es � w o' 517n 170.0 7W 17DA E12 170.0 B56 770.0 891 17Q0 1116 170.0 754 170.0 1Z79 1700 em 16Q4 13A 17Q.0 E37 114.3 1151 170.0 B56 1267 1353 170.0 !81 1tt1.1 7]55 im.o 861 902 1353 170.0 EB1 R m � � BON 170.0 895 170.0 rot tro,o 1067 770.0 747 167.0 7218 170.0 878 1f8.1 7218 170.0 Y/! Y18.9 121E 1i9.8 B38 1'IB,B 1$1B �51.1 92l W.{ 127B 198.1 ➢13 Bli 1218 1�8.1 819 73.1 121B il&1 313 � f"' U � (7 &)in 17d.0 A70 170.0 7<5 170.0 1118 170.0 B50 150.2 1150 1689 933 131A 1130 153.0 B14 118.8 115� 1{1.9 BHe 105.1 1150 f342 BHS B78 1150 125.7 B71 75.1 1160 1261 870 BS.7 1150 1�81 870 Z U � a = 66n 770A B71 1TOA 7B8 1524 td8 'I�.B BB7 73�.fi 1048 7489 894 774� 10{B 13s.1 B50 701.fi 1U18 123.4 819 81.4 td8 11fl6 830 762 tdE 709.4 821 65.] iQ6E 1082 01E 57.1 701E 70e.2 81e Z .Z �� T � 72b 140.E 6B0 U79 T81 117.4 60� iffi.0 710 f00A 880 1f0.E 731 88.0 880 1a�.0 7T1 70.2 880 92D 712 70.� 880 682 703 58.T BBC 792 �J 50.J E80. 74S 889 M.0 880 7fi� QB8 W � _� � °Q 791n I1B.7 7E0 125.1 fiB0 89.0 790 1�.4 878 OS.3 T9G B3.] E63 74.8 790 83.➢ ei] 68.5 7YD 789 BI7 'JSB 780 71.7 B35 /8.9 79� 6Y.1 B4 41.9 TBO 62.1 618 77A 780 EfA B17 � °�Z J N ¢ � { r � 7a y� 770.8 75a 115.! &57 eL7 75a BB.1 6H 78.1 7b0 89A 8�2 69.2 750 77.1 821 Bt.6 750 709 612 55.1 7fi0 85.7 605 192 7d0 58.{ 59C 39.8 750 582 68B 34.6 �fia 65,5 SBB Z Z a Q � � 90 N R5 6Q 7�A S00 fi0.1 Sd! �29 491 61.5 SG4 54.8 �83 �5.1 fib3 469 �7� 40.1 5� MA IG8 76.7 567 4LL8 463 30.0� 563 38.2 t72 25.8 E&M1 33.] 4t5 735 083 SI.E M2 I- Q m z N � 9Bh 59A {% 81.1 4f7 4&5 l93 61.6 435 4Z.4 a99 K.! �27 ]tt {95 39.9 42f 33.D 4B3 3&1 413 29.T d85 772 409 7A.0 49S 7J.1 !00 2f.2 497 2fle 794 1E.8 �.% 25.0 380 a y �� 0 10Bin N.7 '381 42.6 353 74.8 S91 35.8 S/B �.8 391 91.1 312 46.1 391 Z7.6 337 7f2 3e1 249 333 20.8 391 720 3sB 17.4 391 18.1 321 . 11.8 7B1 77.6 315 0 W U' �y�Y 1111n Ja4 770 362 735 3t.0 770 S3.D 3�0 27.5 370 28.8 �5 2l0 370 25.3 ]ZO 21.4 �'� 71B ]1B 18.2 370 20.8 112 1fi0 37D 18.7 305 � � � � N 11uU� 3U.4 377 30.8 208 75.3 3fl 260 261 21,7 317 225 28n 1A0 317 1B,9 276 IB9 317 17.8 Tr! � Q m Q O O 1NIn 17.8 210 17.8 M3 T a e ZmO� TABLE158 ANCHORCAPACITYADJUSTMENTFORMULA: V �� 5��4-' pndmrCa d Tnblo hs ANCHORCAP.,,,,,,,, � SUDSiRte 2.7k(brLtde 3.5FCAnc. Mmw.'G�U FiIIeCCMU PTNbod Mep1 ��io�X( ANCHORCAP.,� s�s•� il435E1eo5116'EICo Ti4'SSEbo atosm� rissme� aizstea `MULLIONCAP.,�,,,,,,, PRODUCTREVISED A�whvry� 3rte E�co Uitr on 1fa'Eloo Ulaami ��o� 3It�E�oo ultrecon 114'Etco llroeer Ao�amr ut on aQ,necamr sorcw(e�,s7 screw(G5) screw�c5) USE TH1S FORMULATO QBTAIN THE"ANCHOR �g eomplying with tha F1orlda AnchorClip Patfema Bullding Coae edgeqswu(Ink t' 2v2' 7' 2•1m 7�7rB" �• 2-12' t• 2-vr 2 }tre� Y aAa• O.sv o.32q^ CAPACITYREQUIRED'CORRESAONDINGTOAN NOA-Ma 17-0630.07 emxmneml�k ��<' �au' ta�a^ iala• z t-ur 1-0I4' 7-V4' 1-1N' 1�1!<' 1-0/4" 7 7-9IB" fa�s• w�res AC7lJALPRESSUREREQUIREMENTFORTFIE 2n�erom�r Mm.o.c.i�x��,swqre copa��p.ik �IDs seo� aso ite eeo im noo iee aa we 2eo its 35a rce �ao ws 3�a im 72a ms aae iee �a�ies +ax e� aeo� OPENING,WHEN IT IS LOWER THAN THE MULLION �P��«on Dato 05/26l2021 1 Archas�3.S N6ht O.C.I RI7�5 Anpk C4ps I(Flp.2} 7B0 ma 7BO Iba 7BJ 16c 1s1a IEs 25Y5 @a 51014i Se01N WA 11201b T<B i�s 880 me f882 Wa fie4 We Bes lhs 1120 me CAPACITY(FROM THE TpBLE)OF 7}iE SELECTm gy 6MNae@1•77'MIrtO.C./�7.)2t5AnpkQipalfflg.3Y ttzoins ttmios esaim naeiw zz54me W� ewrou Wa ta5s¢c wn i37nmv wn iu22ihe tax7ms tseoroc MULLION.ITWILLYIELDAMINIMUMANCHOR Miami-G apro uctContro CAPACITY WHICH MAY BE USED TO QUALIFY 1 -� ADDITIONAL ANCHOR OPTIONS FROM THE i ANCHOR CAPACITY TABLE. � FIGURE 1 i 7ABLE NOTES: � � "I)SEE SHEET 1 FOR INSTRl1CTIONS ON LISING THE TA6lES AND SHEET 25 F6R INFORMATION ON LOADING. �I SEE SHEETS 2-0 FOR GENEf2AL INSTALLATION METH00.S. FIGURE 2: 2)LINEAR INTERPOLATION BETYVEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. "�t��i�� 3)MULLION AND MULIION CLIPS SHOWN ARE NOT TO SCALE FORE7G1Ci'DIMFIJSIONS,SEESHEETS 21-23. �2'� `��aON,,,,, /�l�� HOLES TO BE DRILLED IN THE FIEL�FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEfS 21-23. 30, '�,• �}CENyF �(�% FIGURES SHOW SUGGESTEP.APPROXIMATE NOLE LOCATIONS. ,�Q�• .�t`��i 4)SUBSTRATES CONCRETE SHALL CONFORM TO AG 301 SPEqFICATIONS.HOLLOW AND OROUi-FILLE� 3250" �,},-' No.5B705 � FIGURE 3: CANCRETE BLOCK UNIT(CMU)SHALL CQNFORM TO A57M G90.WO00 SHALL BE PRESSLIR&TriEATED ; *- YELLOWSOUTHERNPINEWRHANSGOF0.65.ALUMINUMSHALLBE606&T6AN�BEAMINIMUM OF.125' � ' - � � � � THICFC STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK'18 GAUGE).STRUCTUPAL 9TEEL TO BE AT ( 30°BAY �0•�• S q'� �� LEAST.126'THICK AND A3G.ALLANCHOF2S INTO METAL SHALL IXTEND AT LEAST 3 SCREW THREA�S BEYOND MULLION �'� •. p ' �/. • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.B.OR470 S.S. �FS •.<ORIDP-'' \�� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PA1RS. /��/Sj��NAL�NG�\ A LY�IW�AyLLER,P.E. FL P.E.#58705 TABLE 16A � Muniancn c TabW pslR� ��g � Opunittg Widfh(forve�ticalM� errirg mJlior�s)or Opnninp Holght(far rorimrtay�-spanrirg mid5ms) � b S 5otn 6�In 7oln eotn e0t� 1Q�N 120tn tabin 16am � � a�mn[w� '�mwro• R�.t� �aW�a +iec�ma�� rrer+T�r+o. r+�cmngi+: T�Wr�nv. Wac�a+a nrorn+m�e� aaaor�r T+a+t�ro. aacmnea'�r SmMdenB. RaeronP�lm rwvtraena. Rewnauraz fraymena � � �26"46 law0n8 Lua�9nB losdn0 1m6�0 �'�a �a�➢ Lae6n9 Loe�nO Loadlnq Lmdn9 Loecme lnadng laadng Loedn9 Londng LnarEnp LaeAnp lmd�g Sz, DEIi,AL a x� p g, r n s a a ,� p 6 �, p a x a r �^ � �^ � r a ,� �� r � r � � � a' �^ � BAYMtlLC a � a 5i � �.-. a M � $ �- .�. e � "E 8 3$ry & o. � p�� a �� € � � A �� a� o .'�i ci $ $ v U u o U cS `cR �e V Sv U tgi� u'�� uv c`S �i�' cY c�'" ci cSn� o` �o� � �o� N o� Ke � .� � ,.s § �e � �� s �.� s� �� @ s� � s� gQ .� g� `� � a� � s� .� � �� c� � e °s } e s a � �� s} s a a � � �g e � a rn �., �� 'c$ �� rc �� .`�� f� �a� �� a� �� <a z'' �ffi ��. �a� �� i� �� rc �e �2 �� a�� a� s� � �� a�� . �� a � Q � c� W �zm va.a em �rn.a 4as sm.a zu +7n.0 c�a trn.o aim sm.c ioe a7o.o asz tta.a ais rmo �t�e tn.o sz> >ra.o izm rraa s� tta,o iase �zo.o szs s7o.o trss s7u.a szi �eo.a yan �mo szt � � � J �BIn 170,0 708 770.0 f3/ 170.tl e5U 17n.0 684 170,9 BYt 170.0 870 170,0 1133 170.0 881 17d0 1274 170.0 677 iM.O 1417 17U.0 BBD tes.7 1637 170.0 8EQ 110.� 1637 170.a 880 112.8 1ti87 170.0 BBO � � �7 50.B:5N 170.0 747 170.p 583 i70.D B98 170.0 eN 17D.D 1018 1T0.0 �4 17p.D NB5 17D.0 773 170.0 1769 1T0.0 747 Y70.o 1194 1760 75B 747.1 1562 17U.0 758 176.1 1652 170.0 751f N0.4 1552 1Ta.0 769 ' � W o� � Sfin 170.D TS7 /7C.8 872 lTp.O 85S t70.9 99t ]7D.0 ii48 tJDA 754 17A.G t775 170.4 $¢t 170.0 1+34 170.0 837 1352 1f55 t7QG 8S8 t2B.3 245i �i74.4 �t it0.8 ti53 17aA &8T 8T.4 i{SS 1T0.Q !89 0; tD M V'1 80in 170.0 8B+` 17U.P 701 170.0 1067 170.� 797 17Q0 1Z1� 170A HIB 15/.1 1308 170,0 844 138.7 t7C9 170A 998 Y25,7 1309 1815 BBS I00.6 1306 157.1 8e2 BB.B 1309 157.1 e@ 78.8 1508 167.1 882 � F=- V � � 631n 77a.D 83U 1To.0 715 17CA iH8 170.0 850 1�29 12p lTD.d 9W 1425 12t7 1&1.5 983 i2tl.7 1247 1528 985 i1<.0 1247 111A 952 95.0 1217 1782 �e 81.4 12A7 135.7 914 7t.3 1247 135.7 934 � W z � �' ' m S 686i 270.0 974 574.Q t86 110.6 lle9 i70.fl &03 f�e.4 1t8� 143J 995 t2B.$ 1140 141.9 845 1l5..d 119d 536.5 978 1039 1190 178.4 etd 88.@ 1181i 1t$.S �8S 7{2 116q 118.1 @B3 8i.e if80 itAt 893 Z �Z rU C 741n 167.9 1Uf0 16B.q C71 771J 1070 1�4.6 858 1154 1010 1372 812 101.0 1010 it{�7 � E9.6 7010 105.E 817 80.8 iD10 8l.B BQ/ 87.3 1010 �.! 795 6/�7 iW0 e�.a 780 SQ.3 1010 87.7 fi9 � � J� � �(� � �o` S � 3 7BIn 17T.1 QOB Ida.6 7B2 114.6 808 1T20 7TB 78.1 BOB 1tl7.1 7c1 65.8 s08 Be,R 74B T&8 BOB 08.2 779 EQ7 coe A23 ]29 57.3 BD3 74] 718 49.1 BGB n.2 71P �2.9 9tl6 7U.! i06 y Q � � n .'� 78&t 127.1 �1 13E.6 754 143.g Bet St2S 738 &QB II87 80.8 72S TB.d Bet 68S 713 70.8 581 81.P 743 53,8 eef Ta4 BB4 53A Het @s.i e81 45.4 !6f e4.S H75 38.7 881 67.7 @l2 Z }- Q Q � � 601n �.7 8i6 ai.a 5/4 de.8 B4B 1a.1 556 69.1 s�6 fi29 65i fi1.7 sie 38.i 34S iE,� 6is Sp9 Si7 41.4 ets 17n 530 30.5 s46 41.5 di8 7➢.5 et8 382 $ii 2i.8 6i8 38.5 G47 � � m � � � ' B8(n 663 S88 T0.1 SOB 56.E 5� 59.7 4C9 {E.7 7!E 51.4 d91 42B 56B IS.B � 97.9 S6B 4i�4 478 34.1 568 361 470 2St 688 �7.4 IS9 21.3 6B8 3u.5 453 Y7.3 588 28.7 437 a �j W� a0�p . ta64� 47A 44G 48.8 405 34.Q M9 412 399 34.2 448 35.T 793 79.6 44a 34.7 387 266 4G8 29A 2&2 7i.4 M8 2'B.f 377 20.9 MD 22.7 388 17.1 �44 2ff! 38f /5.0 419 tE.9 356 n y Q' o o � o W C9 iii tn dd.t 475 16A 3H5 76.8 475 37.9 379 Si.S d75 328 373 ,27.H i25 29.! 36f 24.8 {p5 gg,q 3S2 p2,t t25 2C8 358 181 1?5 20.7 3.i0 Si,6 ft9 td8 3d3 � � � � � 7201n 74.8 ae4 35,5 111 7B.1' 761 79.6 3� 24.9 781 2S.d 321 21.8 36/ 229 317 i8.4 78! ?,0.5 313 1Tb JU 147 J09 � U � „� S� ''�',y iMln 243 353 20.4 t75 18.8 353 l7./ 230 � a�e� +Z}y (jj � TABLE 168 ANCHORCAPACiTYAt3JUSTMENTFORMULA: U .g� � ��m� ' MshorCa ac TaEle bn ANCHORCAP.,,,.,,,,, s�� ' 9wsstrata 27k conerele 3.5k�nc. Holiow pnu FlNaa cMu P7 Woal hwlel (�P,)X( )=ANCHOR CAW.�.., srtee� 1f4'SSE1co ruvee�� t!4•95Ekc tttos� e�as�ee� mznem MULLIONCPP.,o,,,�, pRODUCT REVISED i ancror ry� arts Etn uv�m �ta��ca uieaaon �� srae Etco�a� �tr er Uia�m nae�ar uuaem a eamr s w t�s}sc2,r t�} s:mwi�sF USE THtS FORhiUI.A TO 08TAtN SHE"ANcttOR as rumPiYing with the Fiarlda ( AnchorCSpPadems a � Bpllding Cotle � EcpeqaierweMk r s-�rz" r aia' a-+re• r z•ur �^ s-ur r sve- t o.ae� o.sa• o.�a• CAPACtTYRE4UiRED'CARRESPDNOM�T6AN Nqp_.�a. 17•0630.61 EmbedmmtMl: 7W4• F3/4^ taw� i�e r t-vr i-v4• rva� i•va^ �-va• �•va• r �ars iaie� µntes ACTUA�PRESSUREREQUIREMEN7FORTHE � 2nuc��S�Auao.a!(2)2�5rmp�e�pai�Flc.tf 3eoca �enua eml�m esoies t7ooma 27oies zeoim asamc T�omv� s�ai� noies srame a�tim uzlee ssoito OPENWG,WNENRISIAWERTI�IANTHEMULLION Fa�pirationpate05/26/2021 a�rsnws�ss•M;n o.a t t2I aan,�c��t S�a.zi zeo rss 'rao ms r��ds �sre mc zw m oca� aea zr� wn »zo tm ua im sso�., �esz ms eax ms aas us iixo m4 CAPACITY{FROM THE TABLE}OF TNE SEtEC:'fED � BArcM;e�2T1'MInO.G) 2c$AnpteCRµt!(F1u.31: 11ZOibe itYOWs BSBIDs �d81ha ?lbibs WA St01tn WA 165SIEe hYA 13ZO7C¢ W0. 10221h+ 132?I�o t68L4re ��fON.ITW1�LYlECDAMiNIMUMANGHOF2 �X '"'...'� � CAPACITY WWICH MAY BE USED TO QUAUFY MtamWa roduci�Controt � �-� AU�ITIONAL ANCHOR OPTIONS FR4M THE FiGURE 1: AN CHOR CAPACffY 7ABLE. � TABLE NOTES ! ��_� 1)SEE SMEET 1 FOR INSTRUCTIONS ON USING THE TA9LE5 AND SHEET 26 FOR INFORMATION ON LOADING. , � SEE SNEEiS 2-4 Ft7R GENERAt 1NSTALtATiON M�THODS. ' FIGUR82: 2)LINEAR INTERPOI,ATION BETWEEN MULL LENGTHS ANDIOR OPENING WiD7HS IS ALLOWABLE. � �� 3)MULLIdN AND.MULLION CLIPS SHOWh!ARE NOTTO SCALE.FQR D(AC7'DIMENSIONS.SEE SHEETS 2143. ��` Y LYI�( ��i • • • • g�ER,,c SHaW SUCGE T DEAPPRt}X�iMATE'HOLE O�CAT ONSC RESTRICfIIN3S SNOWN ON 3HEET8 2t-23. t25' 45' `��='t`��'iyGETtse�f(`�. : P,• : � •t�`1�� 4)SUBSTR4TES:CANCRETE SHALL CONFORM TO ACI 3D1 SPECIFlCATIONS.HOLLOW AND GROUT-FILLm 326D" ;.�.r No.58705 - FlGURE 3: CANCRETE BLQCK UNii(CMUj SNALL CONfORM Td ASTM G9p.WOOD St}N16E PRESSURE-TREA7ED - : t 7f= � � � � � YEtLOW SQUTHERN P7NE WITtf AN SG OF 0.55.AlUMlNt7A4 SHN.L 8E 6Q&3T5AF7D BE A MINtMUM 4F 12S r-�: : � THICK.STEEL STUpS TO BE A MINIMUM GRADE 33/Wp,046'THICK(18 GAUOE).STRUCTURAL STEEL TD 9E A7 �,�Y 'tZ` � LEAST 125'THICIC AND A36.AI.L ANCHORS INTO ME7AL SHALL EXTEND AT LFAST 3 SCftEW THREADS BEYOND ;.�O,n'•, TqTE F�;(V�` �� THE MAT'ERIAL#10 8 t�12 ANCHORS INTO WOOD MAYOE STEEG 78-8 S.S.OR 410 S.S. IAUW ON r��s'•.;�1tlR1D?�.• �\�� ANCaLE CLiP(FtGURES i-3)MWT BE USED iN PAiF2S. ��/sl�Nq L�� A.L�YtJN iMl4hEf��P E. FL P.E.#587q5 i i � t F--1250"--{ q I-�7.000'^I ��+ YJ -� ,.000� �- -� ,.000• r-- ti � � � � F�,.26G-^� �� o --� t.aoo^ r- --� i.aoo• f-- � � , .�zs � �$ ' � � 125' r n � �' 2.750' 2.750' 125 3.725• .125" 3.'18B' �Y � 125' .125• 126" 2.000' 2.000" 2.116° N U r.265' o tn tiy p W 126" 650' .500" r 12S yu Z r 375' '375� -�- � I .900" 1 N O � 1 � � � ? � 1'X2'X 125'MUWON 7'7(2'X.375"MULLION 1'X2.75'X.37SMULLION 1'X2.75"%.850'MUWON 'I'X3.12SX.5"MULLION 1.25'X3.109"X285"MULLION 1.28"%2.'I1'X 126'MUWON � � Q �� BOB378 ALUM. 608bTe ALUM. BOB&T6 ALUM. 6081T8 ALUM. 608&Tfi ALUM. 6081T8 ALUM. 606&TB ALUM. X-SECTION X-SECTION XSECTION XSECTION XSECTION X-SEGTION XSECTfON � W� � O � {-{�---12� }-{�126° „I F^125' � ~ (A � 2 � I I TABLE A z � W o m = � sratdoaaoCUP � � � 27CSANGLECLIP DlmensionVelue(In) ForMulllon: W � �� U I 6063-7fiALUM. 8083-TeALUM. � �E � �O 2.000' 2.�2`�" XSECTION Q d� �pr %SECTION 2.000" A 1.825 � u.cuP r xr x.�zs N � � 808&TB ALUM. 125" B 2654 O F- U � � 125" X•SECTION Aluminum z Z Q rn rn C 0.885 TubeMullion � � ¢ z z � � D 0.740 a �j Q�" 8oS E � .,2$�rI I --I.740"F- A �� 1"X2°X.375' � w O 5.500" B 2'4� Aluminum � � � vYi tYi� 3.t26'-�{ CUiHERETO 375' 5.000'--{ C' �'� TubeMul110f1 � V � Q �i � 375'MtN. I-� D 0.490 � Q � �0 O .375" r_CREATE F-CLIP,SEE MIN. � �- . - a.. Z .N � MIIJ. �ETAIL F,SHEE!1 .33e°MIN. A 1.875 � �5 .. O sp a a.000 r xz�s��x � � � � �� i-------� I ��-----� A A � --------------------- '� -o U-CLIP A i--------� .375Aluminu L_ _____J L_______J BO6bT6ALUM. `- --------- ' ?�(5ANGLECLIP C 0.757 Tv6e Multlon pRODUCT REVISED TOPVIEW �063-TB ALUM. TOPVIEW D 1.11 8 m 1yIn wlth tho Fiarlda � �- STANDARDCLIP CENTEROFANCHORHOLEMUSTLIEWRHINTHE A 1.3'12 1'X2.75"X BuildingCole DASHED 90UNDARY.SEE SHEETS b-78 FORTHE NOA-No. 17-0630.01 s063T6 ALUM. B 3.000 .850• CENTER OF ANCHOR NOLE Ml1ST LIE TOPVIEVJ CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR AIUfRIfltlm �P��tion Date OS/26/2021 WR}IIN THE DASHm BOUN�ARY SEE HOLE MUST LIE HOLE DIAMEfER:ANGiOR DIAMETER+�ry5' C 0.478 SHEEfS S17 FOR 7HE ANCNOR O.C. WITFfIN THE DASHE� p Q�,8 Tube Mullion gy OISTANCE.MAXIMUM ANCHOR HOLE BOUNDARV SEE Mlam o Product Contro DIAMETER_ANCHORDIAMETER+1f16". SHEEfSS'17FORTHE A 2000 ANCF{pR O.C. TAH�E B 1"X 3.125°X �� DISTANCE MAXIMUM PGT Part# B Z�� ,500'Alum S,WO"� .375' ANCHORHOLE MVIIOImBndon(sheeti� C 0.863 �ppMUll DIAMETER:ANCHOR Nlulllon Std.Clip OHsatClip UClip Angle Clip .375' M�N� �IAMETER+1f16', D 1.137 MIN. 1"X2"X 125°(5) 66605 6fi6113M 6661118M 666243M 666571M q Z,g�6 1'X2"X.375'(6) 666006 666114M 6661119M 6fi8244M 668512M B 3262 125'X3.188° �---- -------r-----------� X.285°PJum � I i 1"X2.75"X.375°(n 66607 666175M 6661120M 668245M 666513M � �� 7Lbe Mull i i 1"X2.7SX.650"(B) 66608 688178M 6661121M 666246M 666514M D 1J62 \`��> >�� // i ---�--- o � B 1"X3.125"X.500"(9) 68fi37M 6861116M 6681114M 666242M 6�S15M 1.2fi•X2.1�° \��apNV LYly,y�i '. i i I � A 1.613 .121'Alum ` �'C�,•`�CENSF'.�� i i i i 125"X3,188'X.265'(12) 66641M 66G1117M 8681113M 666241M 666516M Tube Mull , Q�,' •F�; � � `-------' i ` ------J 1.26"X2.11°X.125"(18) 69370 WA WA WA 668517M _*: No.56705 *_ C OFFSETCLIP NOTES: -� '/"/�` ; .125 6063�T6ALUM. ��O` � •�(�� I TOPVIEW t)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSfONAL RESTRICTIONS GIVEN ON THIS SHEET �.f' ,• !(�� I .740'� i(�s'•.FCORIDP,.• �� ( 2)SEE SHEETS S9,12 8 18 POR SUGGESTED,APPROXIMATE HOLE LOCA770NS 8 ANCHOR O.C.DISTANCE. �� S �/� G�� 3)SEE SHEEfS 2-4 FOR 6ENEPAL INSTALLATION METHODS. A�tX�"'�'�I��Fi1�`E FL P. . 8705 i.os�z� � -I �.00a° f� --1 t.00a° t- �� ao° �� , �•t'1 F- � �€ .063" .385° rr 525' �{�---.125" �G'� Q .OGI' � I u 062,� ��: o 439" � I 1 4.000" 125°37ANDARDCLIP � ox�y � 4.000' 4.000° 2.�5. 2.000" 608&T6ALUM I 2.725" U�uP 2.�0„ ?XSANGLEC4P � X-SECTION 6C63-TB ALUM. 125° � � 8063-TB ALUM. I XSECTION .125' N .126' .125• 125" X-sEC710N � N �N�U F .031"� Z W 1 125°� O CENTER OFANCHOR HOLE MUST LIE WfTHIN THE J N ,�25� DASHEDBOUNDARV.SEESHEEfS10•ffiFORTHE � � 37S' '755� 375' ANCHOR O.C,�I6TANCE 1v1AXIMUMMICHOR � m �� 2 HO�EOWMETER:ANCHORDWMEfER+1N6' • �JJ � o� f- 'I•X4'X.126"� 1"X4°X.375 � 1'X4'X376° � 6.500° � N MULLION MULLION 'T'-NIUWON 6.000' �5. j z � W CUT HERE TO .373" ~ � � 8083T8 ALUA9. 8083�T8 ALUM. 8069 T6 ALUM. 37�rv 3.125--�{ cREA7E F-CL�p,SEE � -�MIN. y X-5ECTION XSECTION XSECnON M�N i DETAILF,SHEET4 �- � a «�ro� Z w g m = fecmm 1.fi94" 1250' ------ .375" CENTEROF r--------- -----------� .576" - � eU 1.594° eauiec r- � 1 r_______.i 1 � p� � �O � I I � I MICHORHOLE � � MIN. � z �� I I I I I I I I � MUSTLIEWITFIIY � i J d THEDASHEO ¢ J � I I I I I BOUNDARY SEE I � F- C� Q p� � I I I I F I SHEEfS 10.17 � � Z O N 2.875'�e --- � --- ^� FOR11iE F 1--------j � F¢., Z.Z a� to I 1 I I F ANCHOR O.C. I I UJ a� ��o� .100" I I � I I DISTANCE I I � Z 3,250' 1�0" 3.94' i t I I I qNCHOUR HOLE j I � O � � a2so^ I I I I � DIAMETER: �_____________________� U � Q � � .100° L ______� I �_______� DIAWETER*1YIB' a e� � .(A U7 100' .624" � 2X5 ANGLE CLIP �� .. �'O s.O 624' rt STANDARDCLIP U�CLIP 6063�TBALUM. ��mR' .8p" .820' 60G3-TfiAWM. 808&TBALUM. TOPVfEW � � � �°'�n�'� �Zr�. 1.250" -J" CEMER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW --i .820" I-- WITHIN THE DASHEO BOVNDARY.SEE PRODUCT REVISED t2sX9.2s'x.too' i2C'X3.25^X.sza" �,�•X3.94•x.s't4° s�+�rsta-1�wrtniEnNCHorto.c. TABLEC TABLEC,CONT aseompl1inB w�ththeFlorlde MULLION MULLION MULLION DISTANCE.MA)OMUMANCHORHOL Oimen�lon Value(Inj FarMufllon: �Imenslon Value pn) ForMulllon: Bullding Goda 6005-TSALUM. 60a5•T6ALUM �IAMETERANCHORDIAMETER*1YIfi", NOA-No. �7-0630.01 X-SECTION X-SECTION BOOSTS ALUM. F 3. 7 1 4"X F 7.938 1.25 X 3.25 X•SECTION p 7.000 ,125° G 0.500 X.824' ExpintlonDale0 512 6/2 0 21 � H 2.680 Aiuminum H 1.438 Ahunlnum � 8 ' ��---------a,�g. 8.500" � appp Tube Mullion I 3.250 Tube MWllon y ( �Z,65�•� � iq�r. .378' -� ,375' F 3.187 1"X4"% F 2E25 1,25'X3.94" w Mlam aCe ro ucSGontrol 1.877" MIN. � I 1.37T'� 725 � G 0.757 .375" G 1.125 X.824• I ___� ______� H 2.430 Aluminum H 1.500 AUanfnum � I �- I 3250 TubeMulllon � I 3.00D Tuhe&"T' � � i I I I F 2ygp 125'X3.25' F 2Bt3 30'Ba MWI � � i j j j G D.760 X.100" F 2875 45•Ba Mull � .125• i � � � H 1.500 Alunirwm .725' 46° 2250" I 1 � � I I 3.2W 7�aMullbn Z ; 30• i I I H I � � I 1 I I y . 111U111�� 3.250"q5•BAYMULLION I 3250' I I I i TABLE D � �� QN N��i � I 1 I I I MullOfinensbn POTPart# \� ,......,, �� i ; 30'BAYMULLION 6083-TOALUM. �-------� `- ------' rn � '��•'��GEM �� i I I BOB3•T6 ALUM. I X•SECTION � (shect q) Mullion Std,Cllp Ottset Cllp ULlip Anple Clip � - L SF '•��i' � X•SECTION � 1'%4`X.125°(10) fi9384 B6fi111M 686112ZM BB6241M 88B51BM z `�� • �'�� I p OFFSET CLIP F �*: NO.$8705 �{ I 1 125' 6063-TBALUM. 1'X4'X.375`1113 68810 88BH2M 666N23M 686242M 68e618M � _ �;�.� I i .Z28°J �.gg1'^-I .�6,��~.��'~ .T40' TOPVIEW P X4°X.37S T(i1) 68683 688712M 6fi61123M 868442M 688898M a _.fl�/��y : - . NOTES: ^� 1.2 5'%3,2 5'%.7 0 0'(1 3) 2 0 1 8 0 I 2 0 3 1 2 6 6 8 7 5 2 T M 8 8 8 1 1 2 4 M 8 8 82 4 fOM 88&5114M � �� L�- b I �.2.;��` . 1.28'X3.25•X.e24"(14) 207B1f20316 6681128M B8B7125M 8682411M 866S118M �'' :�,n••. gTdTH 0 7 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIGTIONS GIVEN ON THIS SHEET �,y5�x3.84'X.6YA'('I� 20762 8881t17M 9887129M 6s0291M 8808f7M � i F '•F��RIOP,•'' \?�� 2)SEE SHEETS 10,17,1&15,19 8 20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 300ey2e(79) sesae wn wa wn 8885110M c� �'�i�s/p�A��G�` 460egreel20) BB850 WA WA WA 8885711M a ��1l11 11��` 3)SEE SHEETS 2�4 FOR GENERAL INSTALLATION METHODS, A LYNN MILLER,P.E. u FL P.E.�58705 TABLE E �� Mull Dimension PGT PartR r� � � � g � II (sheet#) M u l l l o n S i d.Cli p 0-Cli p An gle qip �r.�25' --�f--12S r{r•-125" �� I YX4"X25"(18) 86602 666261M fi66277M 6885112hA ��` � � � STfWDARDCLIP � U-CLIP 7X5ANGLECIJP 7'X6"X.25"(17) 68804 666262M 686272M 6665113M gp5y78AlUM. BOB3TBALUM. 8061TBALUM. oZ � I 2.000° X-SECTION Z•�25� XSECTION Z.ppp• XSECTION NOTES: � I I N .125' 125' I 125' 1)HDLES TO BE DRILLED IN THE FIELD FOLLOWING L � � wN� ~ DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET z W 2)SEE SHEETS 1&17 FOR SUGGESTED,APPROXIMATE I�1.490'---I W O 41 J � HOLE LOCATIONS. �•d�" � 3)SEE SHEETS 2•4 FOR GENERAL IN97ALLATION METHODS. 5.500' � V �� CUTHERETO 5.000' 375' � W � O (� 3.600'� CRFATEF-QIP, MIN. � m Z c� 2.000° .375 'C ' SEE�E7AIL F� .375' � .375° �- � � � Q tD CW7 r-SHEET4 MIN. MIN. r � N Z ------ ------- -- - - ------------ � . r-------- � � T- i- 1 � Z �� eU i I i i ; � � a� �z � � � � � � J � r 4.000" �Y -i-- --- --i- 3.438' � + 3.438" 4 �---------i F- Q Q Z N rn 250" 2'X 4'X ZS ^ M1ILLION � I j 34�' j I a � Q� � � 6083TBALUM. I I I � m0 mo X-SECTION I � � � ____� MINn o W �N � � _____ ` - L� _______� __ __ L ______ 0 � J � (A _ _--___ ___�_�_ �- STANDARDCLIP Il-CUP,609&TBALUM. 2%SAN�LECLIP c=9 Q � Z O O CEN7EROFANCHORHOLE4AUSTUE 808&T6ALUM SEDFOR2"X4"MULLIONSHEETIB CENTEROFANCHORHOLEMUSTLIE 8083T6ALUM. � a�' mtA (n ,Zsp' WfTHIN7HEDASHEDBOUNDARY.SFF TOPVIEW TaP�� WRHINTHEDASHEDBOUNDARYSEE TOPVIE'N a �- Os:O SHEEfS16-17FORTHEPNCHORO.C. SHEET578-77FORTHEANCHORO.C. p m � � ��m�-' DISTANCE.MAXIMUMANCHORHa� CEN7EROFANCHORH�LEMUSTLIE DISTANCE.M/UCIMUMANCHORHOLE �' ��¢� DIAMEfER ANCHOR OV+METER+�l�6', WRHIN THE OASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMEfER+t/16' SH�rS��nFORTti2nNCHORO.C. - PRODUCTREVISED 5.500'� DISTANCE.MN(IMUM ANCHOR HOLE as comply�ng with the Fiorlda CUTHEReTO DIAMETFR:ANCHORDIAMEfER+1H8" BuildingCotle 3,500°--{ CREATEF-CLIP, 5.000' NOA-No. �7'�630.0'I r�2000'--1 .375' � � .375" -�.375 SEEOErA�LF, ExpiretionDas 5/26l2021 MIN. �-SHEE74 MIN. rC MIfJ. I .376' gy � �_____ __ ______ L_______� __ __ f_____________________l Miam" eProductConVol � I I � I I I � l I � I � I I � � I � � � � I I � � � I I I � I � � � � I I , � I � � --i � I 4.668' � + 6.000" � -j-- T- ^-j � 5.438' � ----- � 111111/� .250° i I 6.�, 6.438' � I �� Y LY ��i � � � � •� aaN• • �N!y �, � � � � . � . ` S i YXB'X.75" � � j j i :�T'�.� 10EN E .(��P i MULLION � � i � =*, _ 6a81T8 ALUM. � N��Q$• XSECTIOY � � � � .375" : ' 7f_ � � I I I MIN. '� � . , � � I L__________'_____'____J • `________ �_ __ -____-_� _- -_ r'] �Q� $T p f 7-'w�I�� F STANDARDCLIP` U-CLIP • ZJ(5ANGLECLIP %��SS.<oR1oP,•'G��',� .260" 8063T6 ALUM. 8063-T6 ALUM. 808&T6 ALUM. /��NAL�N�� TOP VIEYV USED FOR 2•X 6•MULLION.SMEEf 17 TOPVIEW /! �� roawEw A.LYI�tJ11LL�R.P.E. FL P.E.#58705 i EXAMPLE t:SINGLE VER71(%ALMULLJON THE BUIIDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2•114•.THE OPEMNG REQUIRES A�ESIGN PRESSURE OF+60.OI�60.0 PSF $ n NOAYLHORSPIHEAD 1)INffIALLYASSUMiNC�THATA'I'WIOEMULLIONfSSUITABLE,itiEMULLIONLENGI'HIS72°ANDTHEOPENINGWID7H1532'+32�1'=65'.REFFRENCINGSHEET25,T}iECOLUMNUSING �o�+ g � o RECTqNGULAR LOA�ING A9UST BE USED.SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOYV FRAME DEPTH OF2-114'AND WILL MEEf OR IXCEEO iHE REQUIREO '0 DESIGN PRESSURE OF*80.0%60.0 PSF IF THE TABLE�OES NOT SHOW THE EXAGT SIZE,USE TME NFXT LARGER SIZE AVAILPBLE �C $ a =SJa s� 6FP FROM TABLE 3A,SHEEf 7,THE 1'X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=707 MEETS THE OEPTH RE�UIRED,HOWEVERTHE DE31(iN PRESSURE IS+/58.3 PSF AND V'IOULD �,�^ � �NESTwnad oE7A�ts, NOT BE SUITABLE FOR THIS APPLIchTION. `� � PROWCiS SHEEfS ' �2 ' APPPO`�AL\ �a FROM TABLE 4A,SHEET 8,7HE 1'X 2.75'X.850'MULLION(LENGTH=74',OPENING WIDTH o 70')HA3A�ESIGN PRESSURE OF+(-727 PSF WHICH EXCEEDS 7HE REQUIREMENTS FOR THE TZ. OPENING AND MAY BE USE�IN THIS APPLICATION.NOTE THE ANCHOR CAPAGI7Y REQUIRED OF 836 LBS. c� MULLION LENGtFI � � 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR OUANTITY AND CLIP TYPE REQUIRED FORTHE WOOD SUBSTRATE.BOTH 7HE STANDARD CLIP VYlfH(4)#72 ANCHORS AN�7HE 7X5 � �y�m � ANGLE CLIPS WITH(4)lf72 ANCHORS HAVE A CAPACITY OF 885 LBS.T110UGH EITHER ONE COl1LD BE USED,THE STANDARD CLIP IS EASIER TO WSTALL Z �N� W �/ o�, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION pROOUGTS USE�WI7H THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLJONS OR FENESTRATION PRODUCTS,WILL � _ S�E75 APPLY TO'f}1E OVERALL ASSEMBLY FINAL OESIGN PRESSl1RE REOUIRES THATTHE BOTH THE lAULLION AND THE FENESTRATION PROOUCT BE INSTALLED IN ACCORpANCE WITH THE J � ��'� INSTALLATION SPEGFICATIONS INTO RESPECTIVE SUBSTRATES ANDFENESTRATION PRODUCT5T0 MULLION. � �S � � IN TNIS EXMAPLE,THE DESIGN PRESSURE REQUIREO WAS+/-6p,0 PSF.IHE OVERALL MULLION SYSTEN WAS DETERMINED TO BE 727 PSF WRH AN ANCHOR CnPACITY OF 638 LBS.ALTEftNATIVELY, W o NOnNGfORe IN wlt+oOYlSILL THE ANCHOR CAPACITY ADJUSTMENT FOFiMULA COULU HAVE BEEN USEU TO CALCULATE THE ANCHOR CAPACfTY REOUIRED FORTHE E%AC!OESIGN PRESSURE OF 60 PSF: � 0�7 W ! ar�'I�3�° 636 LBS ~ � Z i � —+r""�LL��T� (60 PSFJ X( )=524.9 LB9 (MAY BE USm 70 QUALIFY#10 STEEL SCREWS FROM TABLE 4B) � ` {�—OPENING WmTH ' 72•7 PSF � � � Z P 3 6r � THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON 7HE JAM85 AN�USESA CONCRETE HEADER AND SILL.iHE WINDOW FRAME DFPiH IS 2-3/8'.THE OPENING REQUIRES A � �u � �Z ' DESIGN PRE5SURE OF+50.0lSS.0 PSF Q � r FORTHEVERTICALMULLION: � a N � 1)INRIALLY ASSUh1ING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENOTH IS 32"+72'+�'=1p5"AND THE OPENINO WIDTH IS 36'+36°+1'v73•,REFERENCING SHEET25, Q Z 7HE GOLUMN U9NG RECTANGUVIR LOADING SHALL BE USED.SCAN THE MUWON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPiIi OF 2J/8"AND WILL � �� 'ba O�o E)CMApLE 2:MULTIPLE MULLIONS MEET OR'exCEED THE REQVIRED OESIGN PRESSURE OF+50.0/-%.0 P9F.IF THE TABLE OOES NQT SHOW hIE IXACT SIZE.USE THE NIXf LARGERSIZEAVAILABLE. � W d aY�Y � sEe oEru�s, FROM 7A6LE 3A,SHEET 7,THE 1°X 2.7b'X.375 MULLION(LENGTH=108',OPENING WIDTH=80�MEETS THE DEPTH REQUIRED,HOWEVER iHE DE51GN P�SSURE 15+f-15.1 PSF � � � � � AaluwlnfH—�f-- sF�t�s2a 'ANDWOULANOTBESUITABLEFORTHISAPPl1CATION. V a FROA1 TABLE 12H,SHEET�6,hiE 2'X 4°X.250'MULLION(LENGTH=708°,OPENING YVIDTH=80�HAS A DESIGN PfiESSURE OF tFS4.7 PSF WHICH DCCEE05 hiE REQUIREMENTS ¢�� Z t� y ' FOR TFiE OPENING AND MAY BE U9ED IN THIS APPLICAT70N.NO'fETHE ANCHOR CAPACfiY REQUIRED OF 97'I LBS• 2� •• m�� 32 ��T�� p�S, BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2"TO THE WIDTH OF THE MULI.F�UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36't2'=74',NOT 73'AS PREllI0U5LY � � 91 �"�� p�p�� g�rs ASSUME�.VERIFYTHATTHECIESIGNPRESSUREISSTILLAPPLICABLEFORTHEADJUSTEDOPENING.ALTERNATIVELY,THEWINDOWWIOTHSMAYBEREDUCEOTOMAINYAIN PRODUCTREVISED � � _ ppPROVAL 2� � THE 73'DIMENSION(3512'+35-12'+2'=73'�. as com tyIng wlth tho Florida BYIIdI�g Coda � �- � 2)USE TABLE 12B TO FIND THE ANCHOR NPE,ANCHOR QUANTfTY AND CL1P TYPE REQUIRED FOR THE CONCRETE SU&STRATE.IN h11S IXAMPLE,ASSUME THE POURED Nop-No. 17-0630.07 � � � CONCRETE HEAOER ANO SILL ARE 8'WIDE IF THE MULLION CLIP 4YERE TO BE CENTFRED WITHIN lHE 8°,CAF2E MUST BE TA]�N TO MAINTAIN THE FASTENER'S E�GE DISTANCE. VER LPL� I MULLION - USING THE STANDARD CLIP WITH(6)3/1B"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1l2"GNES AN ANCHOR CAPACI'fY OF 1050 LBS WHICH IS GREA7ER,ANP � Expiradon Date OSI26/2021 � t�Nc�H 5� �SEE 7HEEZEFORE SUITABLE,FOR THE RE�UIRED ANCHOA CAPACITY OP B71 LBS. OEYAILS, �EfNLE, By a FOR THE HORIZONTALMULLIONS: OPENING �EE752a SHEEi9 w Miom o ro uc Con ro „�� BECAUSE THE VERTICAL MULL WILL BE A 2'%4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MUWONS,ALTERNATIVELY,ANOTHEF2 Nwa, F� MULLIDN TYPE COULO BE CHOSEN. ' HORIL �/ �/ N I FAILLIOI�1 tt 1)THE�1ULLION LENGT}{IS 38'AND THE OPENING HElGHT IS 32"+72"+2"=106'REFERENCING SHEET 25,THE CALUMN 11SINGTRAPEZOlOAL/TRIANGUTAR LOADING MAY BE �U_' i USED.FROM TABLE 72A,SHEET 1fi,THE 2"X 4"X 25D"MUWON(�LENGTH=4Y,OPENIN�MEIGHT=120�H/VSA OESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE � i REQUIfiEMENTS FOR THE OPENING AND MAY BE USE�IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. � . SEE oe7AILs, Z)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THI9 EJ(AMPLE,ASSUME THE CMU JAMBS ARE B° Z SHEET9 WIDE.IF THE AIULLION CLIP WERE TO BE CENTERED WI7HIN THE B",CARE MUST BE TAKEN TO MAIMAIN THE FASTENER'S EDGE OISTANCE.USING THE 2X6 ANGLE CLIPS WITH 2a (4)3/16"ULTR4CON ANGiORS AT AN E�GE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND 7HEREFORE SUITABLE,FORTHE ftE�UIRED w �11 I 7 i�� ANCHOR CAPACITY OF 521 LBS. �� NY LYN ��i � �. ,�p,,......N,y� o 3a',Hofilz, ��3e•,HOWZ 4)FORTNE U-CLIP IN THE HORIZOM'AL MULLION TO VERTICAL MULLION,USE THE SAME ANCHaR CAPACITV OF 521 LBS.TABLE 12B FORTHE U-CLIP SHOY45 THE ANCHOR � ��1�,•' VIGENSF'•�C� �i Mu��tENO7H bM11LLLENCaiH CAPACITY IS'1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,ANO THEREFORE SUITABLE,,FOR THE RE�LIIREO ANCHOR CAPACIIY REQVIREMENT OF 527 LBS.7HE Z � Q:� :�� opENINs WIo7H FORVERncaL A7ULL� ANCHORTYPE IS A q12 STEEL SCREW. �_,�.: No.58705 � . a � ' *- i FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE I5: � -� /�{ ' _ R � +/.61.7 pSF FROM TME VERTICAL MULUON; ��•;v' �rY\ 1 I +l-'170.0 PSF FROM THE 36"HORIZONTAL MU WON ATTACHING TO CP+IU; � �O�'., S qTE (V�` d +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE�ERTICAL MUUJON(INTERSECTION). ��, TFiE LOWEST DESION PRESSURE IS il-94.7 PSF AND WOULDAPPLYTO ALL OFTHE MUWONS. � ��ss F��P �j�=� 0 I� 1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USE�WITH TMIS MULLION SYSTEM.'fHE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION � �'�i;ONAL E�� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY FINAL DESIGN PRESSURE RE�VIRES THAT THE BOTH THE MULLION AND THE FENESTR4TION PROOUCT BE INSTALLED IN o A.L��i�E��,P,E. 1 ACCOR�ANCE WITH THE INSTALIATION SPECIFICATIONS INTO RESPEC7IVE SUBSTRATES AND FENES7RATION PRODUCTS TO MULLION. c7 FL P.E.#58705 l � v`` ! 7 � � IXAMPLES OF RECTANGULAFi LOADING: EXAMPLES OF TF2APEZOIDALRRIANGl1LAR LOADING '��'� � �� m n� �1 �� ; PW � ��i a � Sz i � i � / / � � � N V SW�H SkWH SH1DH SH/DH i PW PW � Z `c��l� W 1 v�i � _ 4 4 4 4 ; / � � � � ' `� � �a = i c� W o N LOA�ING DF VERTICAL MULLION LOAOING OF VERTICAL MULfJON � � � � O O � I � F � � SILLOFWINDOWSNOTANCHORED WRHINTERSECTINGNORIZONTlLLMULLIONS � � � � � HINGm ' I �OOR Z I z � ' m 2 SGD z e � rU j LOA�INOOFVERTICALMULLION w j �'`€ ^p PW I LOADINOOFHORIZOMALMUWON LOAOINOOFHORIZONTALMULLION � Q a� � f� / � z Z �Q Q rn rn PW � i PW. FN � � �++�Zilo 0 -- I - PW � (9� 8 8 � �� - � K 0 � � H SHIDH � � V J ¢ O O , � SH/DH, � �H/DH i � a y mv� m Q Q , o � � � sH1oH o ��'� g �� I � � � � � o m �a� PRODUCT REVISED i / � � � � / �� o�comply7ng wlth the Flotlda LOADWG OF VEFiTICAL Ml1LLION LOADING OF NORIZONTAL MULUON Building Cotla SILLOF WINDOWS NOTANCHORED Wlhi INTERSECTINO VERTICALMULLION j I � � � � NOA-!la 77-0630.01 pW PW HR Enpiration Dato 05/26/2021 � I i I LOA�ING OF(2)HORIZONTAL MUWONS LOADING OF HORIZONlAL MULLION LOADING OF HORIZONTAL BY i�-�4 � MULLION MIa�Pro uc� t Cantr 1— I -- P HINOED 1 NOTES: OOOR PW � j � 1)DRAWINGS ARE I RERESENTATIONS OF iYPICAL � PW CONFIGURATIONS. j � CONFIGURATIONSNOTSHOWN / � � � � � MAY BE EXTRAPOLATED FROM THOSE SHOWN. / � °O � / / i � � ) `\\.`a�NY LYNN�i.,� I � � � � � 2 IF THE LOADING TYPE CANNOT � � i BE OETERMINm,USE .�,:. � i � PW RECTANGULAR LOADING. � �; �-�ENSF�'�C�p' � 1 � 3)SEE PRODUCTS'APPROVAL FOR `*� Na•58705 � � - - � � pCTUAL ANCHOR LOCATIONS. ] /� .=�'_ LOAOING OF VERTICAL MULLION LOADING OF VERTICAL AAULLION � [� a / "p';./A : � , �o.(�� A d� �� PANEL OF HINGED DOOR IS NOT CAPTURED OftANCHORED WITH INTERSECTINO HORIZONTAL MULLIONS i � SGD '� • F .��; i � �i�C�s�'•.�ORIDA,•�G\C�� 'iir�ONAL E�.�`. � LOADING OF VERTCAL LOAOING OF HORRONTAL A.�LhNI�iM16dEk�l�P.E. � MULLION MULLION FL P.E.#58705 � � � r � n v �+� 1/16/2018 , Florida Building Code Online I �V�y IY M +., I :aF .i f ( ' 6 A s � � r p � 0 a / ...�:...._.. ___. . .__'_..___.._..._. . .. ..__-__ .._ �... s �:� �:�� .:-�� s � � - �:.. BCIS Home I Log In � User Registration Ho[Topits � Submit Surcharge � Stats&FacLs � Publicatlons ; FBC Staff i BCIS Site Map I Links � Search i Fla�da 000,,,www �= � `�t Product Approval � USER:Publit User &':i"e^".v.r�v.a.� Produd Ao�roval Menu>ProduR or Aoolication Search>Aoolication Lis[>Application Detail • �_ + FL# FL15213-R3 Application Type Revision 15213.1 Code Version 2017 Application Status Approved Comments Archived :_� Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext16 ri ckw @ rw bl d g co n su Ita nts.co m Authorized Signature Vivian Wright ri ckw@ rwbldg consulta nts.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. , Los Angeles,CA 90045 (440)969-9773 Ext 18 �'��w�RK scottjohnson@plastproinc S�'I ANp��p�Ci��MP�,Y�ar Quality Assurance Representative Ron O'Connell �a� rH�� if`R�C Dll'l(�+�i y�� e p� Address/Phone/Email Los A gelestCA 90045 ,NA�CF� ��p/��/��' +�D�� l`,�Y� ' (440)969-9773 Ext 16 ""��Sa ronoconnell@plastpro.com Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i� �` , - �V i.l Evaluation Report-Hardcopy Rec ' ed �� '/ �c� � �� O,c _ Florida Engineer or Architect Name who developed Lyndon F.Schmidt, P.E. ��q�� 'ijca .� the Evaluation Report r�V C��c'�1A �T�� Florida License PE-43409 "ry�lQ�'��L�S' . Quality Assurance Entity National Accreditation and Management Institute ��, Quality Assurance Contract Expiration Date 12/31/2018 � Validated By Ryan]. King,P.E. `� Validation Checklist- Hardcopy Received I , Certificate of Independence FL15213 R3 COI (b)Certificate of Indeoendence.odf , - II Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.5.2/NAFS 2002 AAMA/WDMA/CSA101/I.5.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,20Z,203 1994 http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ1QRC3FgPGdq9zIGQiYTOxnLFWhLKenbGmCoA%3d%3d 1/5 I � . � 1/16/2018 Florida Building Code Online Equivalence of Product Standards , , Certified By Florida Licensed Professional Engineer or Architect FL15213 R3 Eouiv (al Eauivalency of Standards.pdf Sections from the Code Produd Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products Go to Page ; � �' � Page 1/2�' �' FL# Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuretion) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II fa)Inst 15213.1.odf Appraved for use outside HVHZ:Yes Verified By• Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.1 for Design Pressure Ratings,any FL15213 R3 AE fa) Eval 15213.1.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO- I , Fiberglass Door Configurations) � Limits of Use �� . � Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.2.adf � Approved for use outside HVH2:Yes Verified By: Lyndon F.Schmidt,P.E.43409 . Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure: N/A Evaluation Reports i Other: See INST 15213.2 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.2.pdf I additional use limitations,installation instructions and product Created by Independent Third Party:Yes ' particulars. � 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Freme"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLi5213 R3 II (a)Inst 15213.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 152133 for Design Pressure Ratings,any FL15213 R3 AE (a�Eval 15213.3.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructians Approved for use in HVHZ: No FL15213 R3 II (al Inst 15213.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings,any FL15213 R3 AE (al Eval 15213.4.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'S"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) http:Nfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ1 QRC3FgPGdq9zIGQiYTOxnLFWhLKenbGmCoA%3d%3d 2/5 ' w` 1/16/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II fal Inst 15213.S.odf . • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.5 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval SSZ13.S.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door- Grain/Rustic/Mahogany Series Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (al Inst 15213.6.odf Approved for use outside HVH2:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.6 for Design Pressure Ratings,any FL15213 R3 AE fa1 Eval 15213.6.�df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.7 g.Smooth/Wood Grain/White Wood 6'8"ImpacY'Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.7.pdf Approved for use outside HVH2:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.7 for Design Pressure Ratings,any FL15213 R3 AE (al Eval 15213 7 odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.8 h.Smooth/Wood Grain/White Wood 6'8"ImpacY'Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL15213 R3 II la) Inst 15213.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.8 for Design Pressure Ratings,any FL15213 R3 AE (al Eval 15213 8 odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.9 i.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Snap Grain/Rustic/Mahogany Series Frame"Glazing-Inswing/Outswing (X-Configuretion) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL35213 R3 II (al Inst 15213 9 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.9 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213 9 odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.10 j.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.10 for Design Pressure Ratings,any FL15213 R3 AE lal Eval 15213.10.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. '� 15213.11 k.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelites Gr i _ , a n/Rustic/Mahogany Series utilizin "Sna Frame"Glazin -Inswin Outswin OX 9 P 9 9/ 9� � Fiberglass Door Configuretion) Limits of Use Installation Instructions Approved far use in HVH2: No FL15213 R3 II !a1 Inst 15213 li odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.11 for Design Pressure Ratings,any http://floridabuilding.org/pNpr app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ1QRC3FgPGdq9zIGQiYTOxnLFWhLKenbGmCoA%3d%3d 3/5 � � 1/16/2018 Florida Building Code Online additional use limitations,installation instructions and product FL15213 R3 AE (a)Eval 15213.11.odf particulars. Created by Independent Third Party:Yes 15213.12 I.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing Grein/Rustic/Mahogany Series N "Snap Frame"Glazing-Inswing/Outswing(XX-Configuretion) Fiberglass Door Limits of Use Installatian Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.12.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.13 m.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Snap Frame"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuretion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.13 for Design Pressure Ratings,any FL15213 R3 AE lal Eval 15213.13.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.14 n.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing (X-Configuretion) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports �I Other:See INST 15213.14 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.14.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 0.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grein/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No , FL15213 R3 II (a)Inst 15213.i5.odf Approved for use outside HVH2:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluatian Reports Other:See INST 15213.15 for Design Pressure Ratings,any FL1Sz13 R3 AE lal Eval 15213.15.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.16 p.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuretion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II lal Inst 15213.16.odf Approved for use outside HVHZ:Yes Verified By• Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.16 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.16.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.17 q.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(XX-Configuration) Fiberglass Door Limits af Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.17.odf additional use limitations,installation instructions and product Created by Independent Third Party•Yes particulars. 15213.18 r.Smooth/Wood Grein/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing (OXXO- http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqv3yWKJZ1 QRC3FgPGdq9zIGQiYTOxnLFWhLKenbGmCoA%3d%3d 4/5 � — s ; 1/16/2018 Florida Building Code Online Fiberglass Door Configuretion) , , Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (al Inst 15213.SS.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Z Design Pressure: N/A Evaluation Reports Other:INST 15213.18 for Design Pressure Ratings,any FL15213 R3 AE (al Eval 15213.18.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes , particulars. 15213.19 s.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Flberglass Single Door- Grain/Rustic/Mahogany Series N Inswing/Outswing (X-Configuretion) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.19.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:INST 15213.19 for Design Pressure Ratings,any FL15213 R3 AE (al Eval 15213.19.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.20 t.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Snap Freme"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.20.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:INST 15213.20 for Design Pressure Ratings,any FL15213 R3 AE lal Eval 15213.20,odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Go to Page ; ^ � �' � Page 1/2� � 6atk Pdext Contac[Us:.2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriqht 2007-2013 State of Florida.::Privacv Statement: Atcessibilitv Statemen[::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-retords request,do not send electronic mail to thts entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant ta Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Departmen[with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If yau do not wish to supply a personal address,please provide the Department wi[h an email address which pn be made availahle to[he public.To detertnine if you are a licensee under Chapter 455,F.S., please click here. Produd ApprovalAccepts: � � �� _._ Credit�ard�---^ �a#`e ou �� II � http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqv3yW1(JZIQRC3FgPGdq9zIGQiYTOxnLFWhLKenbGmCoA%3d%3d 5/5 ��,``,` *' '�/r��i � I a s t ro �� °��=z� � �t�; `� �C �r¢_-�'r 5200 W. CEN.TUFtY BLVD. ��`� z �`�� ow LOS ANGELES, CA 90045 � �� ~�N� 37.$0"MAX,.Q,A. �i��•�''•••.. .-•• �• +�� N>°,i°,'w � FRAME WIbTH � ��hll,i*t`tti�s�� m z Smo o t h/ W o o d G r a i n/ W h i t e W o o d G r a i n s � ` z m z� N N n�0 9 o W � Rustic/Mahogany � � E LL� ,°t� g � a maa, � Series Fiberglass Door � � � � ;? � T tNSWiNG/OUTSWtNG � j° � � `7MPACT" " Z � - � � �Z ~ _ �J Q � O Z�p OW ~ = a�ri �� ,R� � x a m �y � °� � � 9 �m w G'i� � GENERALNdFES � � Q q X � � �� `��—� m l. Th(s product has been evaluated and is in compliance with the 6tf�Edition o 0 o F �� (2017j Florida Building Code(FBC)structural requirements excluding fhe"H(gh � � a � a q Yelocity Hurticane Zone"(HVHZ). � � � ��m �� 2. Product anchors shdi}be as listed and spaced os shown on deta�s.Anchor � $ � embedmerit to b6se material shall be beyond wall dressing orstucco. $ �� 3. When used in areas requiring,wind bome debris protect(on this product n+ �' compties with FBC Sections 1609.1.2&R301.21.2 and dces not require an �N � impact resistant covering.This ptoduct meets missile level"D"and inctudes Wind � � Zohe 4 as defined in A�TM E14.96 and FBC Section51609:1.22&R3Di.2.t,2.1. �� LL 4. For 2x stud,framing construcfion,anchoring of these units shail be the same as o� � � that shown for2x buck masonry construction. �� 5. Site conditions that deviate from the deta1s of this drawing require.further �� ? ° engineering pnalysis by a lice�sed engineer w registered architect. ^� � a k' < rn N d � � �p d 3 � TA6tE OP CONiFMS U � SNEETM DESCRIPIION -,.,,,..--<------.-.,r-..�-,..r_._,...._.,. _...-,,.:•:-:.---�.;:.;<.--....-...- N�z _,.:•:5.� -:.--. :,:::.:r,,;::av�xar�... ..;,,�-n�s��nj::ex�ssu��tps�;� b ....,_.., Q i T kal elevotion,desfgn pressures.8.general notes W� � � • - �, .:- :- ' z � , >.:.,.... .:�r....... .. „ . ...:.,.. .,,.-.:�,,.....: .�-..�. , ... wiE: 16 1 a. .::::�VllING`i;;:�s',;;:x;::�AINE'..�:':E":� ...: ... ... ..: ....... . o � 2 aoaPaneldetals ,...-.z:..._�.,.�..�-,-_._, - -- -_ - '� - - - _. ....-:�..,..,:,.:- - �.... ... . ...... .. . .....,. ...,;,.... w ,=,,s:;i;:.:,;r H�.�w;_.:D1„`ENSI.bI�t:.�;:PC5SCt1�!E';;; iSi�GA'flVE;+; s� N.T.S. � 3 Horizontalcrosssectfons m+c.ar: JK m 4 VerHcni cross sections' INSWING 37.50"X 82.00" +6$.0 -70.� c�xc,er. LFS 3 a `5 Buckandframeanchoring-2Xbuckmasanryconstruction DRqWING N0� q � 6 Frameanchofmg-1Xbuckroa5onrycansiNcflon OUTSWING 37:50"x80.3T� +b5.d -6Jr.4 FL-15213.1 ro � 7 681 of materiais&componenSs sHe�r 1 or 7 � 0 u a y � 0.1CIien[s\wastpro,Inc PERMANENi�A-Florida Product Apprwals\FL-15233 Fiberglazs Door-]nswing-Outsving�C-Drawings�FL 15213(2017)\FL-15213.1-.B.dwg,21 79.25"MAX.DOOR PANEL H�GHT I N� N A o � g 0 0 0 �o� � x �N O� � � 'n v - � � �z O O � d �o N � 1.20" � 0 s � a' . --,.'� N.... m � � �O � — c - p�o ' � 0 O� !_.. � <^ - .. �p � � � ' � [77 n A �.� � � n Z l ---1 ~ ii7 IiT7 A � N � �1.58" �{ �^ I � �o � Z � n N 3 � 0 � � � O � b � � o T L�- ,.�--1I � -- - � � mz 1 ;z � m n 5 �I I � F�-1.57' �i� 3 a ms I I� � � � '�--I ,sa� F-- � � N A N N Z m t�i � � A � A O � � .. .. . . . . . . . . . . .. . n � .. A • � , ' y T � � � � A `�.�`��,SCNIyj��i'. .`� �/.•''�ENBG>'�� . � �i / � ; No.43409 ' G =�Ir E ,�. :�r October 19,20i7 � �s" � � � �i PRODUCT. Doeummt�Pnpond By:�.l�• . • � i� � � Lyndon F. Sohmidt �i�(�•�'•��fl��•'� \`�� I^� � o � � Z �' FlB RGLASS�DOOR P'E. No. 43409 ��i��;QNAL`�;;``�� o r.� � y o, 2 10 19 17 11PDATE TO 67H ED. (2017 FBC LFS ppR7 OR ASSEMBLY: � BUILDING CONSULTANTS, INC. I� W �7 � (Uf\ 1 4 22 75 UPDATE TO 5TN ED. (2014)F8C JK �p,0. Boz 230, Valrleo, FL 33595 v -- � � N NO DATE BY DOOR PANEL DETAILS phone No.: 813.859.9187 REVISIONS FBPE CA. No. 8813 �2O 1 2 l3.W.B4ILDIN�CONBULTANT9 INC. f ,. � R:�Clients\Plastpro,Inc PERMANEN7V1-Florida Product Approvals\FL-15213 Fiberglazs Door-Inswing-Ou[swing\C-D2wings\FL 15213(201�\FL-15213.1-.B.dwg,3.1 ma �� ? o e > o e�� e ^ e p e p e e e n W N ��Z W i7� �C 7�0 ��° '' --O «� a�� A �O � f �y � a a n P � �H� � 4 6 � � . a a � � N �Zy 40 a Z w `� O w w W N N �c 0 0 � m �� A �2 � m �O A A X� N � � C a � A7 .� A �A j p ,�O.� O w �� FO N � m � O Z m O IO ww wro 4 � Z A W � � � � m � A � A o ,p..� W A a' v � � . A Hf C p N y-. W� a O �Zy 4 op= `n ' `�A .°o�•O � � w� �ro O � ao �o n � a �� '� A 6a �Oy T W w - n O D. , v o . p Z ' � e ° p > , v ° > ' .v e v �A ``��L11111//��' �� ,�lCH��'��/i =z �.�`�v�;;c�i,as�••.r .� � � '. /,-� � , No.43409 G T` =*: * i� October 19,2017 � "' $b i � PRODUCT. DooumeMe Pnpared By:�� ••. `� F � � n �i • Rqtlpw,:•��°� � � i Lyndon F. Sehmtdt �� p,, �`� � � � � N PLASTPRO INC. P.E No. 434oa �j�'/�•••••.:�� I�' �, o Z FlBERCLASS DOOR �ai�AL��` - . o N � y p� 2 10 19/17 UPDATE TO 67H ED. (2017) FBC LFS ppRT OR ASSEMBLY: �q�/BUIlDINO CONSULTANTS, INC. Iv �,,, � X in� i oa zz is UPDATE 70 5TH ED. (2014)FBC �K HORIZON7AL CROSS SECTIONS Y!/ P•o. eox zao, vatrteo. Ft�sas � ro N0. DATE BY pnone No.: 873.859.8797 REVISIONS FBPE CA No. 9873 �2012 R.W.BUILDINO CONBIlLTANTH INO. 1 f R�Clients\Plas[pro,Inc PERMANEN'M-Florida Product Approvals\FL-15213 Fberglass Door-Inswing-0utswing\C-Drawings\FL 15213(201n\FL-15213.1-.B.dwg,4.1 r X m N y� m m � A W A W o A A� � ° v � � .� 70 �T G�cm � o e ° ��7�0 �3� a �.n a ��n < v to �� o' o�� (� c`oon ° � �� °-��o a �N ° ` � O N y �� > vo � �.T Z � > � Z o v � a, '� 0 A p o. ° a O Z O ` � A A ed svov W N ae o � a v � �.�5�� a C'SINK (TYP.J w a 1-1/4"MIN. EMB.(TYP.J � N N a v �a w� o � Q A g N a o o �� < ' f s >a A A CT� X� � � � p � � C,�n0 �7m0 > � Q� e �� e A c� p O^ Do v lnc T e � � m� o O Z a �Q e Z y � �N o � T ° a O � v � � � P 0, p = y e. v D � T � � a 7p W N ano A 1-1/4"MIN. EMB.(TYP.J `��SCN11��0�G�i .�` �•�,�+�e•••r ,, : - � No.43409 G j�� *e. * .E* October 19,2017 � '" n n � PRODUCT: Documentn Pnpared ey:� • � � �7 � � ' � � Lyntlon F. Schmldt '�� 0��•'��y��` I�•••�••........ V\ I{' � o � � Z N FlB RCLASS �OR P'E No. 43409 ��/��'/p�yAL„``\�,` o n� ' � y � 2 f0 19 77 UPDATE i0 6TH ED. (2017) FBC LFS ppF�7 OR ASSEMBLY: ��/BUILDING CONSULTMjTS, INC. . IV j � � (n � 7 4 22 15 UPDATE 70 5TH ED. (2014) FHC �K yERiICAL CROSS SECTIONS V Y P•O. Box 230. Valtleo, FL 33595 N NO DATE BY Phone No.: 873.859.91s7 REVISIONS FBPE C.A. No. BB73 �aola R.w.eu��nUin coNeuLrtwre INc. ► t ``��O` * �i�� '� . . N� . � q+ . b� �`� •'o ��'� � . . . , . . a � � , . . . . _�:� � * �:�'"� :a=?�,. , I � �N.° z° 4'.O` m e .. � .. . :• , . � . . - � _ ... . . _ tim � i��' �/yq� �L�n I � �/ �'�•., . v\�, J O f�0 m . /�' ..y...•� �� N�M1m , � '�// T• �\�` Z O m G � ' ��f!} 11\� O n Z U N• �o � \ ^ � V Z 0 Z V 5 m - '� � l^ � gLg 9 oa N TYP.HEAD&JAMBS � � � � � �"� 'm a a� 9 BUCK � E o Z � m 6 � ° �W (� � — -o�O., _,TYP.HEAD& o .�a v 1, � JAMBS o 2X � Z= � BUCK ;, � o� U� FRAME "' zp ¢o U % � � � � � a�m �Z �q MASONRY �w MASONRY �� SW� �� g OPENING �Z OPENING �Z am Q .t� i ^O ^O U I � U V rn p =� mm � ' � a a N rn � • �'m U U 8 a . , p . �� A w. a . d�� f�V �n d • �d ' � O O N N � � � y Z ,�,� BUCKANCHORING HINGEJAMB FRAMEANCHORING SiRIKEJAM6 w w � Masonry 2X buck construcflon �� CONCRFfE ANCHOR NOTES: o a � � 1.Concrete anchorlocafions af fhe comers may be adjusted fo mafntain the min. �� edge d(stance fo morFar joinis. a Q a 2.Concrete anchor locations noted as"MAX.ON CENiER"must be adjusted to a a d � maintain the min.edge distance to mortar joints,addlfional conaete anchors 21 13 �� 3 ° may be required to ensure the"MAX.ON CENTER"dlmension are not exceeded. 6 .^.� m 3. Concrete anchortable: 31 26 �,N¢ a 9 _ ;MIN ° LE�4RANC fu�IN:::GL�ARANG � � . . ..0 .. E��.1 . �. o a '� ANCNOR A.NCHOR . MIN,: � _ SIZE' ::::�MBEDMEAfT : iQ.MASfJNRY �. 70'A'DJACENT ` C 27 0 0 . z 7YPE...... ................ ..........: : .. ... EDGE......... :........ANCf10R .... 13 "'^z � wTe 02 16 12 i Q ITW � 1/4" 1-1/4" 2" 4" o � TAPCON 5�� N.T.S. � 5 ELCO � 1/4" 1-7/4" 1^ 4" owc.er: JK m o ULTRACON HINGEJAMB SfRIKEPlATEDEiA1L CHK.BY: �F$ 3 WOOD SCREW INSiALLATION N07ES: ow,w�wc r+o: � ro " 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacfng of FL-15213.1 ^ � wood screws to prevent fhe splitfing of wood. ro SHEET S OF 7 e � _ _ d [ �.�`�� ''�., ., . �, . 6„ �`�:�,••w ��{V'�� p .. , a . < � � –��:� � * �r O` �m , ��. � o m � ` �mr7 _ � � � '�/�••��•.��. .-•' \�` J��m � � co '''''��Ill l•111��````` U N�z' � 30 � r� �9 � xZ4 p TYP HEAD& � J N g t o 9 m�w ^ JAMB$ 4 h °.' d m°a ��t a V "� mda� 3 � �I� � � c LL p � � BUCK �°i E o`Z V �+ c�i � o"j S �d � ^ FRAME 8 0 LL U N � � � � 2� � � ?� 00 .�'i =U i K ��J Z�- �+ K •� MASONRY �,�i, va~i�,�,m, wo o OPENING� �Z a m Q �� V — ^O � �O �U m > � �3 . O � m p � a a X '�'a� r ' ��m U Um O •. � �� • ��t � d�' n a g N N N Z NINGEJAMB FRAMEANCHORfNG SiR1ICEJAMB w w o Masanry 1 X buck conshuction � CONCREfEANCHORNOTES: �,� �i ' T.Concrete anchorlocafions af the comers may be adjusfed to ma(ntaln fhe min. o o � � edge disfance fo mortar�oinh. �~ a 2.Concrete anchotlocafions nofed as"MAX.ON CENiER"must be adjusted to Q Q � malntaln fhe min.edge dfstance to mortarjoinh,addifional concrete anchors a a a � may be requfred fo ensure the"MAX.ON CENTER"dimension are nof exceeded. >> F $ 3.Concrefeanchortable: $Q ^� @ � :r : •„ - ', , _ -MIN::GLEARAMC�.`..MIN.iGxFAR9NCE: m N¢ < ANCffOK'':ANCHOR.':....'MIN:......:....... ................... ................. . . 31 ti ° , � 70MAS�NRY' �� 70�ADJACEM' : o � ` `TYPE' '.; SIIE. iEMBEUMEfifi;;. � . .::. .. . :....... _EDGE.. ...... '. ..ANCHOR..... _ 8 27 N�Z � iTw � �4^ t•�/4^ 2^ a^ 33 Z TAPCON � ��:02 i 6 12 ? � ELCO � 14 1•1/4" 1" 4" scuF: N.T.S. ° ULiRACON �� ` Irn o 3/16" 1•1/4" 3" 1-1/7' �'c.�: JK m Q TAPCON cnK.er: LFS 3 `�„' WOOD SCREW MSTAlLAl10N NOTES: NINGE JAMB SiRIKE FlA1E DETAII ow�w�wmc rvo. � – I.Mainfatn a minimum 5/8"edge disfance,1"end d6tance,8 1"o.c.spacing of FL–7 521 J.1 ^� a � wood screws to prevent the splitfing ot wood. sH�r 6 ov 7 N G — — � d o`��` * ��''�. .� �'/ �. BILL OF MATERIAIS � '�:'' O i n fTEM DfSCRIPflON MAiERIAL � �� % � ��:�r o �� J_ti n � MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCREfE =V:� � * �;Z=�� 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �N', o 2 1XBUCKSG>=0.55 Z �.�� WOOD �v��. :'�� °N� 3 2X BUCKSG>=0.55 WOOD ��'••.,_,,, - '�� 4 1/4"MAX.SHIM SPACE - ��i� �C•• �� i d m 6 5 1!4"X 2-3/4"PFH ELCO OR fTW CONCREfE SCREW STEEL ��►�� . c°�N•:Z 6 #10 x 2-1/2"PFH WOOD SCREW 1.15'MIN.EMBEDMENT STEEL � 9 z o Z v 8 #9 x 3/4"PFH WOOD SCREW � 9 DOOR SKIN MIN.0.075'THICK FIBERGLASS ° �' � —�{ �"\� N � "� 9 m o a � �� I� o; e N �Qt " 10 INSWING VINYL DOOR BOTfOM SWEEP BY ENDURA VINYL ^! 4.56" 4.56" b a "a m a a� � 0 ILL � l0A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL a � o ,� . . � � $Z 11 REINFORCEMENT WOOD FOR LOCK WOOD �'" $ �a � � 12 FINGER JOINTED PINE JAMB WOOD • ' 13 #9 x 2-1/4"PFH WOOD SCREW STEEL 2.17' �� ' ,�' 2.t7' �� 14 BOTfOM RAIL CELLULAR PVC I I � 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD �2'� � F-- 2'43 �-I N 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD �'o a� ?o �� JAMB POLY fIBER lAMB 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 12 �3 ��J �o ' 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM a3 m � '� 17 KWIKSETKEYEDENTRY-SIGNATURESERIES STEEL , gW N Jo � 18 KWIKSEf DEADBOLT-SIGNATURESERIES 780 STEEL a�a m'� � 20 POLYUREfHANE FOAM BY NANYA POLYURETHANE �I � 21 4"x 4"BUTf HINGE STEEL $ � � 23 POLY FIBER JAMB COMP./VINYL � , a a ' 24 HINGE&LATCH STILE CELLULAR PVC - N J�r �� 25 TOP RAIL CELLULAR PVC 4.56" —�{ 4.56" - m - 26 DEADBOLT STRIKE PLATE STEEL � I g 27 LATCH STRIKE PLATE STEEL � m� 4 28 OUTSWING BUMP THRESHOLD ALUM./WOOD n^a^ 29 HINGE&LATCH STILE REINFORCEMENT LVL N N n 30 1/4"X 3-3/4"PFH ITW CONCREfE SCREW STEEL y y N z � 31 #9 x 1"PFH WOOD SCREW STEEL �� u��i 32 1/4"x 3-1/4"PFH ITW CONCREfE SCREW STEEL �� 33 3/16"X 3-1/4"PFH fTW CONCRETE SCREW STEEL �gq �USTABIE INSWING S1LL 28 OUfSWiNG BUMP THRESHOID �o � � � 40 DOOR PANEL-SEE DOOR PANEL DEfAiLSHEEf FOR CONSTRUCTION DEfAILS - a �a d >> z g' r.in m w i Oi N F- a _ 5.67' � o�o � i � ��Z U w Z M DAIE:Q'l��s��'1 Z � � N.rs. ° s owc.er: JK m ` cxK.sr: LFS 3 a �5 ADJUSTABLE INSWING S1LL ��"�� N — FL-15213.1 0 SHEEf 7 OF J N - - � u d T � •� R �Z� R t� Building;Coa�su.Ztants, Inc. �' � Y� B Gonsulting uqd.Engineeting Services for the BuildingTndu�try � P.O.Bd�Z30 V3IlIC0,FL 33595 Pl�one$13.659.9197 FloridaBoaid ofProfessional'En�ineecs Certificate ofAuU�orizalionNo:9813 / / / 1 / . Produ�t. = ��egQry :Sub Category Manufacturer Rroducf Name � �� Plasfp�o I►ic,. §mooth!Wood Graln/White Wooil Grain Ekterior Swinging Exterior Dflor 5200 VY.Century Blvd. Rustic!Mahogany Doors Los An eles;CA Series Fiber lass Door Assem6lies g g Phone 440.969.9Z73 inswing/Oufsviiing-'7mpact" Scope: Product Evaluation repoif issuei!by R,W Buildirlg Consultants, iric.&:Lyndon F..Sch[nidt;_P,E.(Systerrt�ID#'1998)for. Plast�ro inc,based or��Rule:Chapter No.6.1�20-3,Method iD of th�Skate of F[orida P�oductApp�ovai;Departmenfof � Business&:Professiorial R�gulation,. , RW Building Corisultants and Lyndon F.Schriiidt,P:E.do not hsve nor wilt acquire financiat interest irnttie company manUfacturing or distributing the product or in any other entity(nvolved in tiie.approv�l process af the product named he�ein. :tf►nitatlons;, 1, Tfiis product Fias been evaluated and is in compliance wifh the.6th Edition:(2017j Fiorida Building Code(FBC)sfructural requirements exciuding:the"High 1[elocity Hurricane Zone"(H1LHZ). _ �: Product anchors.shall be:as listed and spaced as shown•an detai(s.Anchor er►ibedment to base m�teriai shall be beyond wall.dressing ocstucco: 3. Wfien useii in a�e,"as requiring wind bome debris pr6tection this:pmduct complies with FBC Sections'1609.1.2&R301:2.1:2`and does not_reyuire an:impact resistant cove�ing.This product meets missife level°D°and inGudes Wind Zone 4:as defined iri.ASTM E1996 and FBC Sections 16p9:h�.2.2'&R3q1.2:.T.21, 4. For 2x stud framin��constcuction,.ancFtoring of these units shall'be the same as#h2t showri for 2�c buck masonry cpnstruction. 5:�Site condifions that dev'iate froin iFie details:of this drawing require�furtt►er enginee�ing analysis by a licensed engineer or registered` ;architeot. 6. 5ee drawing,FL-15213.1 for size:and design pressure limitations. Supporting D�ocumen,ts: 1. 7�sf.Reaort`No. Test StandaM ?estinq La6oratorv, Si ned � .._ _ �TEL'2005=Q2-21=001 ASTM E330-02 and ASTN1 E1886/E1996-02: `festing Evaluation Lab.,inc. VVendeIl�UU_Haney;P.E. 2, D�awinq No: Preparedb}� Siqned&Sealed bv No.FL-15213:9� RW;Buiiding Consuitants,inc..{CA#981-3). Lyndan F.Schroidt,P.E. 3. Calculatians �Preriarecfbv Si4ned'&:Sealedbv Anchoring R1JO Bui(ding Consult�nts,inc.(GA#9813j Lyndon F.Schmidt,P.E. 4, Qualifv�Assurance ��q��tf�� ' Certificate af Partioipatian:issued by.National Accreditation and dit'� ��j{Uj��fj, � Management Ijistitute,certifying tfiaf Flas#pro Inc.;is inariu.factuting e��d��:�°"��S��' �ii� praducts within a:quali ty assurahce pro gram that com plies with `�� °�,�r' �r•�.i ''s�,, 1SO/IEC 1'7020 and Guide 59: � �- ,N�j �.��(7g. ;:�;, ��r: 4 � �11r � • ! � tl • 0 . t��6; �g p�� ` ",N'�'o. 'SlA�� S� � �� d�l��'�, >� 'P/r, �•�'��A ��O'� �e��S's��a��i0e Lyndon L PE No:.434 9 - 10/9912017 Sheet 1 of 1