Loading...
HomeMy WebLinkAbout14-15480 CITY OF Z PHYRHILLS � 5335- STREEf <sis)� o-oozo '15 O BUIL�IN PERMIT P@rmit Numbar: '15480 Addrgss: 4508 BLOSSOM BLV� Permit Typa: A��ITION/ALTERATION ZEPHYRHILLS, FL. Class of Worlc: 434-A��/ALT RESI�ENTIAL TownsF�ip= RangB: Boolc: Proposed Use= NOT APPLICABLE Lot(s): Blo�k= Sgctior�= Squarg Feat= Subdivision: ORANGE BLOSSOM RANCH Est_ Va1ue= Parcel Number: 'IS-26-2'1-O'170-00900-0060 Improv_ Cost= 2,802.00 �atg Issued: 7/'IS/20'14 Name= SNY�ER BRUCE 8� LORRAINE Total FBes- 75_00 Address= 4505 BLOSSOM BLV� Amount Paid- 75_00 ZEPHYRHILLS FL 33542-5629 Uate Paid: 7/15/20'14 Phona= 8'13-7�5-0690 __ Worlc Uasc: REPLACE 4 WIN�OWS SIZE/SIZE �s. A' V `��� i 1\_A i`� \v C � ���� �� /.'� _� FOOTER BON� �iJCTS INSULATE� EWER MISC- ROUGH ELECTRIC LINTEL ISC MISC. '1ST ROUGH PLlJM6 PRE-METER 1 SIJLATION WALL MISC �UCTS INSTALLEO WATER ISC �RIVEWAV PRE-SLAB SH EATH I N G I SC. MI SC. CONSTRVCTION POLE FRAME ISC. MISC. REINSPECTION FEES: Reinspection Pees wi11 comply ith Florida Siatute 553.80(2)�c�when e�ctra inspection trips are necessary due to any one oF the following sons: a)wro�g address b) �ondemned worK resulting Prom faulty construction c) repairs or corrections n made when inspectior�s cal�ed dj worlc not ready for inspeciio�wF�en called e) permit not posted on jo site� plans not at job site g) worlc not accessib�e. NOTICE= In addition to the requirements of this permit, ther may be additional restrictions applicable to tF�is property tFiat may be fou�d in the public records of this county, and ther may be additional permits required from other governmental entities such as water manageme t, state agencies or federal agencies. "Warning to owner: Your failure to recoM a notice f oommencement may result in your paying twice for improvements to your proper�y_ If you intend to ob in fnancing� �onsu�t witF�your lender or an attorney laefore re�ordin our tice of�ommencement." Complete Pians� Specifcatio�s Must Accompany Appl cation_ All worK shall be perPormed in a�coMance with Ci Codes and Ordinan�es_ NO OCGUPANCY BEFO C_O. ��__ __ _-_ - - _ _ /J�� _ - -�� L�JO� CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVE� INSPECTION CALL FOR INSPECTION - HOUR NOTICE REQUIRE� PROTECT CAR PROM WEATHER �� c� I 5�-l This Instrument Prepared By. THD At-Home Sex�nces I��III�(IIII IIIII IIIII IIIII IIIII IIIII IIIII�IIII I�III IIII IIII 207 Kelsey Lane,Surte I� Tampa,FL 33619 2014104406 NOTICE OF CO NCER�IENT Permit No. T Folio No.ri���' �� ��?� Q�� �� State of Florida ��� , Coumy of THE UNDERSIGNED here6y gives notice that improvem�ts will be made to certain real propert7,aad in accordance with Chapter 713,Florida Stadrtes,the following informatian� proi�ded in this Notice of Commencement: ��� criphion f .:(le des � tion of property,and addr s if ava�lable) �� ( �`.�,����—� � /LeL� U 2.Gen description of' rovement: ' , � / ���` 3.Owner information I� �/� ��r�,,/_y f- (a)Name and address: f�//Z7 � ��f�'� fiJ' � / � .�/ (b)Inteaest in Propeaty' �� ,��� �"Z` tc)Name and address of fee s�mple tideho3der(if o t�n owaer): a.Contractor pt-Home Service ,�n . (a)1�tame and address:�� ne,S«i e K / l (b)Phone nnmber: 33 `7�� 5.Surety Rept:1613266 Ree: 10.00 (a)Name and address: 5: 0.00 I T: 0.00 (b)Amountofbond 6/30/14 K. McCutcheon, Dpty Clerk (c)Phone number� 6_Lender (a)Name and address_ {b)Phone m�mber: 7.Persons w-ikhin the State of Flonda designated b Oa n w m notices or othcr documents may be served as pravided by Section 713.13(1)(a)7.,Florida Statutes: (a)Name and address: (b)Phone number: 8.In addition to himsel�Owner designates the following ( to rec 've of the Lienor's Notice as provided in Section 713 13(lj(b),Ftorida StaRutes: (a)Name and address: (b)Phone nvmber: 9 Expuation date of norice of commencement(the e�cpiratio date is i yeaz''from the date of recording unless a different date is specified} WARNING TO OWI�`ER ANY PAYIvSENTS MADE BY OWNER AFTER THE EXPIItATION OF THE NOTTCE OF COMMENCEMENT ARE CONSIDERED RQPBR PAYMENTS UNDER CHAPTER 7I3,PART I, SECTION 713.13,FLORIDA STATUTES,AND CAN RFS T IN YOUR PAYING TWICE FQR IIviPROVEMENTS TO YOUR PROPERTY.A NOTICE O COMMENCEMENT NNST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPE TION. IF YOU INTEND TO OBTAIIV FINANCING, C�NSULT WITH YOUR LENDER OR AN ATTORNEY EFORE CD ING WORK OR ORDING YOUR NOTICE OF COMMENCEMENT. ' 10_ �gnatur�of Owner or Owuet's A � /J�m/�V" �/� / , artner/Maaager `' �% /`�'(J / � 4 (%/ iguator�'S TiYIC/OR`1Ce(.�(iC./l.��' � � The foregoing instcvment was acknowledged befare this of IJrL_ �y L.o rr,�n r S/'1�/l%l�✓� ( e o erson}as (type of authadty,e.g.officer,trustee,attorney m fect)for (name of pazty on ]f of uham instrument was execw.e�). �„�„�,�- .1,�>�.�-� Signawre o Notary Public— tc of Florida Personally lmowa_ar Produced Identification�L Verification Pursuant Se 92.525 F orida Sta es Under penalties of pesjtup,I dectame dmt 1 tffiye read she foragoi� thet the fa�cts stated"m it e to the best of my knowledge and belief. ���Y vu DALE F.WATSON �at�ae of Nadual Persa�n m Lin 0 Above Revised 8/Itb9 eo�•..°��e �S� ) * * MY COMMISSION N EE 09 898 EXPIRES:May 21,20 5 �l+r P`°� BMded ThN BU(Igel Notary S �&S �RULR S 0'NE I L,Ph D PASCO CLERK & COMPTROLLE FOFF�� 06/30/14 02:44 m 1 of 1 OR BK ���2 P� �1��---- 4508 Blosso� B�vc�. Zep�yrhills, �'lc�rida 33��2 Jur�e 18, 20?� l�I�s. Gail Fac�man, Pres�d�r�t Orange Bls�ss�� R�nch C���� r�ssc� iatic�n Dear G�iI, l�Je �Lr�ri an� I� w�u�d Ii�tie �� �zpl�c �hQ ii����g rc�crn a�d kizch�� r�vinc�����, �r�d have d�cid�� �c� have �c��e �e�c��dc� th� zns�Ilati��. `JV¢ t°eplac�d�ae p�rch�c�vin�c�ws a � mbe� a��re�rs a��, Ho�ne �epc� r��u�res th��a�:., C�nd �.ss�c�at��z� ����ov� ���s �r�jec,� �e�or� ���ey eY�e� ���ir� �� ��ia�t�e �in�c���, �4,r�n th���gh�v� ��� �ayx�?g t�ie cc�st. The �vindc���vs ��v�Il be �c�u�le p�ne �i .�le hu����i�h d�r�, br�nze Lrames t� niatc�. tl�e c�t���rs. `�'��n�s r�r i�€���i��� �����t�c� �� � i� r��c��u�. � � f% �� �� G�� �'���'�'�:,t.�� :'��-'''�"�✓�.-_.-_ � �i�i.� ���/C��� "`'f'` �F� _. R�q��st ������.je� c�n b�h��f c�"��� ��R �c��d� ���cui�t3�� ���r�, /,'�,'r� r: 1 � ) t .���f�J}'i��''�.fY'�� �� �'''�Grt�'3.., �f'�'�". ail Backmar�, �'c°es;d��� '` �}�te . QB� �a��c�t�ssc€:������ ; -�J'`�,.'�1 "'�-j''f `.L.`,,.,�v,�,,. f,;`�` #' ,.�,;.�- .'�; f!� '� YI`� Y t t. Jun.18.2014 08:49 AM HOLMES/WATSON 8138391072 PAGE. 2/ 12 HOMETMPROVF. ENT CONTRACT PLEASE 'EAb THIS Rranch IVame: Tampa-New Orieans Aatc: j?1�1� Sold,Furnished and[nstalled by: THD At-tlom¢Servicev,Inc. d/6Ja The Home Depot At-Homc Serviccs Branch Number: 49 2U7 Kelscy Lane Suite K,Tampa,FL 33619 Toll Frcc 877-903-3768 LA Lic.#HI0550419;MS Lic.#KOS�K8 AL Lic.#10656;5-43165;Federal ID#75-2G98460 Installation Address: "'7 �O 7j �� ity tate 2ip Purchnser(a): Wor PhOne: Home Phonc7 Cell l'hone: � ., . � � 1 c�l � � � � � c � }lame Addreas� � Qf difrcrcnt fl•om Installution dress) Ciry State 'Lip E-mail Addresa(to reccive projxt communications and Home bc ot updates): ❑I DO NOT wish to receivc any marketing emails from The Ho e Depot Yroiect Information: Undersigned("Customer"),the owners uf c pro�erty loceted at the above installatiun addrexx,agrees to buy, and TCill At-Homc Services,Inc.("The�lome Depot")aQrees to fumish,deliver and arrangc far tho installatian("Installetion")of All mat�Kials dc:icribed on the below and on the referenced Spee Sheet(s), all of which are incorporated into this Contract by diis �cference,along with any applicable State Supplement and Payme t Summary attached hereto and any Change Orders{eolleetivety, ContracY'): �aD�: O�xo��l Mhiv�wel roducts: S ec Sheet s q: Pro'ect Amount Roofing Siding Windows Insulati $ ID �j.�• �Gutters/Covers �Entry Doora ❑ �j ts3�e7--. � �L Roofing Siding Windows Insulati [�Gutt�rs/Cwcrs ❑8ntr•y Doors ❑ � Roafing Sidin{{ Windows Insulati $ ❑Ciutcera/Covers �Enay Doors❑ ROOfing Siding Windows InsulaH ❑Guth;rs/Coven D�ntry Doots ❑ � Minimum 25%Dcposit of Contract Amount Total Contract Amount $ a b duc u on execution of this contract Cusromer agrees that,immcdiately uppn completion of the work for eac Product,Customar will exccute a Completion Certificate(one fpr eaeh Product as dZfinod by an individual Spec Sheet)and pay any balance duu. .4s applicable,each Customer under rhis Contract agrces to be jointty and acvci•ally abli6ateA anA liable hereunder. Thc Homc Depot reservea the right to issue a piange Ordcr or tcrtninate t is Conimct or any individual Products(s)included hercin,et its discretion, it'The Hc�mc Depot or its authorizcd xcrvice provider Aefermines that it pntlot pi.7fomi its obligations�C to a stntcturol prObic�n with the home, envirunmcntal hazardx such as mold,asbestos or tead paint,othcr safery ncems,pricing ertors or becausa work requirod to complete the job�vrs not inGuAcA in thc Contraa. Pavment 3un marv; The Payment Summary# includaf as part of this Cairract,S�ts forth the total Contrlct Amount and payments rcquired for the deposits and final payments hy Prtxiuct(as appti able). NOTICE TO U5TOMER You ere entltled to a compfetely filled-in copy of the Contrpct pt the t me you algn. Do not sign e Comp�etioa Certificate(ra�c:there is one Completion Ccr[ifiealC for eaeh iisted ProduCt A�defined by indivlduA Spec Sheetr)beforo work an that Product is completa In the event of termination of this Contrect,Customer agrees to pay ha Home Depot the cosb of materinls,labor,eapensea and service.s provided by The Home Depot or Authoriud Service Provlder thro h tAe date of brmination,plua any other amounh ut fOr16 in this ' Agreement or aflowcd under applicsble law. THE HOME bEPO MAV WITHHULp AMOUNTS OWF,Q TO 77iE HOME UEPUT FROM THE DEl'OSIT PAXMENT OR OTfiER PAYMENTS A�E, WITHOUT LIMITI3VC THE FIOM� DEPOT'S OTHER REMEDTES FOR RECOVERY OR SUCFl AMOUNTS. Accentnnec and Authori7ation: Cusromet Agrecs an3 understands thnt is Agreement is the Cntirc agreemeM betw�n Customer and The Fiome Ue�xit with regprd to the Products Qncl InStallalion setvicea and stipetscdes II prior discussions and agreemenu,either oral or written,relating to Faid Proilucrs aud Installatiun.Tliis A�ccmcnt canno[be ase�gnod a amended excopt by a writing signed by Customcr and The Home pCpo�,Ci�tomcr xcknnwlcdgce aiid a6rees that Customer hac rcad,understands,voluntarily cccpty thc tcmis of and has rcceivcd a copy of this Agrccmcnt. Missfsxinoi law raquires that 1 inform you as to whaher I c�rry Ren ral Ilab���ty imurance insuring my work ueder thla contract. I DO carry genernl IipAility insurance.By your signature below,you signif}� our underatanding and acknowledgment ofthi�fact. Acecf��e� • ubmltt b / +� y� � / /� 1�j omer's Siyiamre Date alcs onsultant's,i eture Date C� X elephoneNo._ _ ��_]��j�_�'�' —t�7 X Cusmmer's Signature Date ales Coasullant License No. CANCELLATIAN; CUS'l'OMER MAY CANCEL TIi�S (as appl ca 1 ) ACREEMEN'C wl'PIIOUT PENALTY OR OH4IGATION ev n�LIVERING wRITI��N N0710E To Tt1E IiOME DEPOT ar MID]VIGHT ON THE THIRD BUSTIVES5 DAY AFTER SiGN�rrc rNtS AGREEMENT. THE STATE SurrLEH�NT ATTACHED HER�7'p CONTAINS A FORM TO USE IF UNE IS SPECIFICALLY PRB5CIt18ED BY LAW IN CUSTOMER'S STAT�, NO'CICE:nOD17'tOrvn�.'iRRMS AND COND177Urv5 ARE STATE AN THF.RF.VFRSE 91U$AND ARF PpNT O�Tl(I3 CON'I'RACT 08-20-13 Whlte—BrenchFile Yallpw—Customer Jun. 18.2014 0�:51 AM HOLNIES/WATSON �138391072 PAGE. 10/' 12 6117/2p7�f PaSCOCain Building Sch�tlo � � 4� `�1 �� GiS 26�i2�.OB�IO 00900-QOBp,C � C� l �`�-1 . Card: 001 J 3 �� � ��� �� �� � � E � � �+ , y 1 1 3 4 12 9 �Si'9 9 FEf' 9 4 12 Pasco County Pro erry Appr�iser Page LayouC Modifted: /6(2013 8:36:26 AM The LnGdl Time I5� 6l1 /2014 10:29:30 PM http:/lappraiser.pasccgov,crxNsparcWtrt�l�seflra�erse.sspa?p3rce1=212fi15p17 BO&shan�ards=001 111 � • 81E3 �2 �-- ti4'IND01k SPECIFICATIOt�SHEET - Spec Shee2tl: Sheer.�of � �°7�T� r l � C�stomer:�'�j� �i�,�_�,�Yl+-�^ Consulmnt Dett. �!_,,L_ l �j .��.. � Ne�v 1h5rtbo�v W Exi55ng'.Vindyti• A1ea�urettxrrts -Grids ��� �yEo� Hingelocx.vans � ptiors Oplix�s Frcmou:si3z� � teft*.aR' ht pa &-�•s,Bv��s, Lo^ation Color Ro¢ghOpenfng ioftars xof�s Csmnt�l?nl, useL,RcrS u � - Glass Misc Iterns � u :lardware [nde For daxs use Scrtens �'• I � o � = o _ � 'S'=nauunaryor � Scjle LPrdps `o `m y a a `o ?: � N � � N Idulf .y.•=opera:ing � �r,o F�„r Ccde tY,�N? St IeCode ieries{o� � w 3 T � r u a � j = ° j z �, , � � � s �°° � � L� o � � 5 � ��� � � ; , ,-� �, � � y tr1 3 � ; L� V � �/� � i.��y ! G� I 5 � � , i 8 9 � O - ' i I I � ., � � � I � i I � ' I a � sPeoa�,cav�,cerw-rbrss. x�? 44eapeelet �� � Intesi�rGsiryT�pe Day or 6o.v vnndrnr• � $suL�rdALxevl�lir,�lont¢3cdiuQtk� � - •• 8aj Pro}+avnil,ngle i30�or45'; G� @a�FSrk¢rT I O S fL��OH.SHOrCCn�rc. oCatv.indav to soF��l;inciesl ` � If�l�imscJ"iLCU[tofs�ifitr.a[vw� Ih+�eievzrreda��ageewi!hellthejcbsFedfioCmsaMieanJil}e � Cc.cnua:c,r.flYe.«�I � Spe� c*msandCmJilicrs�nilx kcftlre�x�Uw�ICustareqcoFS'� O N Garden Ylndo�v � � Y.ala:a��lf.lzta*�I.}ir.•�lo�l�'l.l:itePiunite.PLrhaOak; '� I <uszom S�}vr�re • �Yal Thid;ness.(ni��l � � �MiticrxlShetfleso:Ne:• � 1.Reie in_y.�.:.+>J.n.ie.Y:�1xs�.d wd�vis;oio'. 3_.n.v.v5�£:0 11tA@-TFlHOIflD¢'� 1@ll[p"QqMflqf :f1E3 � J ! � �F,larida Building Cade t�nline Page 1 of 5 �"`y ��'I, � ��t..! ��(`� i: � a=,,, .- .; .. � t • r ' ♦ � � 1 r * �` � �r � ' "�� °'� � �.�(}L��.� ����`��� 4 w AN+�r�� J �"'`���'!"' �;"-. »��r����`�,�����+��� BCIS Nome Log In i User Registratian Hot Topics � Subrnit 5urcharge Stats&Facts Pubi(cations � FBC Staff � BCIS S�Ye Map � tinks f Search Bu�in�s £s��� �}�.������ .�� � Product Approval .r [� tJSEa: PubUc User ���,�����TE ��� ! } ���7 ��g����ior� ' ' __ ��� CITY�}F��PH product Aoorova! Menu > PraduGt ar AOpI1CaXion Search >$Qgii��tion L'+st>Appiication Detajl �M��.�..� ��kNS EXA . _ • �� �f �L # FL239-R18 �� �«°r„�,e, �� = Applicatian Type Revision . «� : C+�de Version 2410 :. � ,: � AppHcation Status Approved *Approved by CtCA. Appravals by OCA shai! be reviewed and POC and ar the Commission if necessary. Camments Archived (`" Product Manufacturer PGT Industries Address/Phonej�mail 1{�74Technologyprive t��• '�� � ;-.�'�-��1��.��`�'��:��'�,1'���IT�i?L:� Nokomi5, FL 34275 E'i�,�:i'�;�i i',:,�i�6;�0.1';���i�.e€xL�1LI��';G ���1} 4s�-a�.00 �xt az��s t L}:;�: � �.��,3�:'��I.� !_,���1�.IC�CL��C��;� druark@p9tindustries.cpm (_..`�'+ , �.�,i;`=, :i=t.'.��i`?�`���,'�'`����5 Authorized Signature lens Rosowski jrosawski@pgtindustries.com i T�chnical Representative 7ens Rosowski AddressJPhone/Eenail 1070 Technolagy L�riue Nakomis, FL 34275 (941) 486-0100 Ext 21140 http:/lwww.floridabuiiding.orgiprlpr app_dtl.aspx?param=wGEVXQwtDquSlBu8CAErnBE74�3IVX3PGpF`BPNfmyLVI°/a3d 7/12/2012 � • 1Florida Building Code Online Page 2 of 5 , jrosawski@pgtind ustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Singie Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Vaiidated By Miam1-Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TA� 201, 202, 203 1994 TAS 202 1994 Equivalence of Praduct Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/06/2012 Date Validated 06J07j2012 Date Pending FBC Apprava! http:llwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquSlBu8CAEmBE70C3IVX3PGpFBPNfmyLVI%3d 7/12/2012 � • LFlorida Building Cade Online Page 3 af 5 s Date Approved 06f 11/2012 Summary of Praducts � FL # Model, Number or Name Description 239.1 5H - 200 (Non-Impact) Aluminum Single Hung Windaw Limits af Use Certificatian Agency Certificate Appraved for use in HVHZ: Yes FL23� R1$ C CAC 11-1013.12.pdf Appraved for use oatside HVHZ: Yes Quality Assurance Cantract Expiration Date Impact Resistant: No 09/O1/2016 Design Pressure: NJA Installation Instructions Clther: Please see Miami-Dade County Notice of FL239 R18 II 11-1013.I2.pdf Acceptance (NOA) for product performance infarmatian, Verified By: Miami-Dade BCCO - CER , anchorage details, and anchor type, size, ancE spacing Created by Independent Third Party: � information. Evaluation Reparts Created by Inde endent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window �imits af Use Certifica#ion Agency Certificate . - .19. df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01J08/2014 Design Pressure: N/A Installation InsYructions Other: Piease see Miami-Dade County Natice oF F�.239 Ri$ II i1-141�.19.pdf Acceptance (NOA) for prpduct perfarmance infarmation, Verified By: Miami-Dade BCCO - CER anchorage detaiEs, and anchor type, size, and spacing Created by Independent Third Party; information. Evaluation Reports Created by Independent Third Party: � 239.3 SH - 600 (Non-Impact) Aluminum Single Hung Window �.im�ts of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R18 C CAC 11-1013.13.�.df Approved far use autside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Na O1j26J2016 I Design Pressure: N/A Installation Instructions Clther: Please see M�ami-Dade County Notice of FL239 R18 II 11-1013.13,pdf Acceptance (NOA) for product performance information, Verified By: Miami-Dade BCCO - CER anchorage details, and anchar type, size, and spacing Created by Independent Third Party: information. Evaluation Reparts Created by Independent Third Party: http:/lwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquSlBu8CAEmBE70C3IVX3PGpFBPNfrnyLVI%3d 7/12/2q12 M��,�;�� MIAMI-DADE COUNTY �[�,j,�,,� PRODUCT CONTROL SECT[ON DEPARTMI�NT 4F PERMITTING,ENVIKOIVMEYT.AiY REGULATORY i]8Q5 SW 25 Street,Room 20$ AFFAIRS(P�RA) Miami,Floride 331'75-2474 BOARD ATlD CODE ADMINISTRATION D1VISION T(786)3I5-2590 F(786)315-2599 NUTICE OF ACCEPTANCE NQA �vw�Y.�}a#n��ta�i�.�QYto�r� PGT Industries 10'TO Technolegy I}r�ve Nortb Venice,FL 34275 Sco��: This NOA is being issued under the applicable rules nd regulations governing the t�se of construction materials.The documentatian submitted has been re 'ewed and accepted by Miarni-Dade Caunty PERA- Product Control Section to be used in Miami Dada ounty and other areas where allowed by the Aufihority Having 3urisdiction(A�HJ). This NOA shall not be valid after the expiration date st�ted below.The Mianni-Dade County Pmduct Control Seckion{In Miarni Dade County) and/or the AHJ{i areas other than Miami Dade Couniy)reserve the right to have this product ar material tested for quality SSUI'BtiCC �3ll1'�}OS�S. If this praduGt or makeriat fails to perform in the accepted manner, the manufacturer ill incur the expense of such testing and the AHJ may immediateiy revoke,modify,or suspsnd tt�e use of ch product or znaterial within thcir jurisdiction. PERA reserves the right to revoke this acceptance, if it i determined by Miami-Dade County Praduct Control Section that this product or material fa7s ta meet the requirements ofthe applicable building code. This product is approved as deseribed herein,and ha been designed to cornpiy with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"SH-600"Aluminum Si gle Hung Window—N.I. APPRO"YAL DOC[TMENT:Drawing N+�.4032-2 ,titled"Alum.Single Hung Window,Nan-Impact.", dated 09/21I05 with revision D dated 10I0'711I,shee s 1 through 14 of l4,prepared by manufacturer,sigoed and sealed by Anthony Lynn Miller,P.E.,bearin,�th Miami-�1ade County Product Control Revision stamp witli the Notice of Accsptance number and expiratio data by the Miami-Dade Co�#y Ps�oduct Control Section. IYYISSILE IMPACT RATXNG:Nane LABELING:Each unit shall bear a permanent lab 1 with the manufacturer's name or logo,cifiy,state, znodellseries,and fojlowing sta#ement:"Miami-Dad County Product Contral Approved",unless otherwise noted herein. �l.'EPIEWAIf of#his NOA shall b�considered after renewal appliaatian has�en fited and there has been no change in the appticable building code negativel a�fectin�the pe�rrformance of this product. TERMZIYATION of this 1+�C}A will occur after the piration date or ifthere has been a revisit�n c�r change in the rnaterials,use,and/or rnanufacture of the�ro uct or pracess.Misuse of this NOA as an endorsement Qf any product,for sales,advertising t�r any other p ses.sha11 automatically terminate tliis Nt�3A.Failure to comply with any section of this NOA shall be ca se£'or terminatian and removal of NOA. �3}YERTISE;MENTc The NOA num6er prece ed by the words Miami-T)ade County, Florida, and followed by the expiration date may be displayed in advertising ]rtaerature. If any partion of the NOA is displayed,then it shall be done in its en#irety. INSP�CTION:A copy of this entire NQA shall b provided to the�user by the manufacturer or its distributqrs and shall be available for inspection at e job site at the request of the Building Off'icial. This NOA revises NOA#10-1202.b3 and consists fthis page l and evidsnce pages E-1,E-2,and E-3,as well as approval document mentioned above. The submitted document�tion was reviewed by M uel Pere�,P.E, � NOA No,11-1013.13 M��t � ��� Ezpiration Aate: January 26,2016 ����1 Approval Date: December 08,201x Page 1 PGT Industries NOTICE OF ACCEPT NC : EVIDENCE�UBMITTED A. DRAW�NGS l. M�anufacturex's ctie drawings ar�d se tiaz�s. 2. Drawing No 4032-2p, Sheets 1 thr ,gh 14 of 14,titled"Alum. Single Hung Window, Nan-Impact",prepared by manufa rer,dated 9I21J05 with revision D dated 10/07/l l,signed and sealed by Ant ony Lynn Mi11er,F.E. B. TESTS 1. Test reparts on: 1)Uniform Static ir Pressure Test,Loading per FBC TAS 202-94 along with marked-up drar�vings an installation diagram of Praview aluminum single hung wlintegral fin�312 b"temp}, epared by Fenestration Testing Labora#ory,Test Report No.FTL-48$6,dated 0311 /O6,signed and sealed by Eduardo Largaespada, P,E. (S'ubmitted under previvtts NOA 015�121X.07) 2. Test reports on: 1}Air In�ltration est,per FBC,TAS 2Q2-94 2)Unifarm Static ir Pressure Test,Loading per FBC TAS 202-94 3)Water Resistan e Test,per FBC,TAS 202-94 4)Forced Entry T st,per FBC 3503.2(b}and TAS 202-94 along with marked•up drawings d installation diagram of aluminurn single hung , window wlintegral fin{3J16"tem .),prepared by Fenestration Testing L�boratory, Test Report No.FTL-4959,dated 7/19/OS,signed and sealed by Eduarda Largaespad�,P.E. (Submitted under previous NUA 05-0928.03) 3. Test reparts on: 2)Air Infiltration est,per FBC,TAS 202-94 2)Uniform Static Air T'ressure Test,Lc+ading per FBC TAS 202-94 3)Wa#er Resistan e Test,�r FBC,TAS 202-94 � 4)Forced Entry st,per FBC 3603.2(b)and TAS 202-94 along with marked-up ti�awings d ins#allatiorc diagram vf aluminum single hung windaw(3/X6"temp.&3/16" .),prepared by Fenestration Testing Laboratory, Test Report No.FTL-4655,date 0?108145,signed and sealed by Eduardo Largaespada,P.E. (Submitted ur�der prev�ous N4A OS-Q928.D3} 4. Test reports on: 1)Unifar�n St.�ti Air Pressure Test,Loading per FBC TAS 202-94 2}Water Resis ce Test,per FBC,TAS 242-94 3)Forced Entry est,per FBC 3603.2(6) and TAS 202-94 alt�ng with marked-up drawings d installation diagram of aluminum single-hung window(3/16"ann. IG),prepaze by Fenestration Testing Laboratory,Test Report No.FTL-A658,datsd 07l15I05,s gned and sealed by Eduardo Largaespada,P,E. (SuhmBtted under previous ND�# US-0928.1i3} Msn el r P.E. Product Control iner NOA TJo. 21-1013.13 Expirution Date: January 26,2016 Approvat Date: Deceamber 88,2Q11 E-1 PGT Industries NOTICE OF ACCEPTANC : E'VIDENCE SUBMITTED 5. Test reports on 1)Uniform Static Ai Pressure Test,Loading per FBC,TAS 202-94 alang with marked-up dravuings and ins#allation diagram of aluminum singie hung ' wi.ndow{IIS"ann. IG),prepared by enestration Testing Laboratory,Test Report No. F'TL-465'7,da#ed 0?/08105,signe�l d sealed by F.tluardo Largaespada,P.E. (Submitted under previous NOA # 5-0105.01) 6. Test reports on: 1}Air Infil�ratiozt T ,per FT3C,TAS 202-94 2)Uniform Static ir Pressuxe Test,Loading per FBC TAS 202-94 3}'tWater Ttesistanc Test,per FBC,TAS 242-94 4)Forced Entry Te t,per FBC 3b03.2(b)and TAS 202-94 alt�ng with marked-up drawings an installatian diagram af aluminum single hung window(1J8"temp. IG},prepared Fenestration Testing Laboratory,Test Repart No.RTL-4656,dated 47107lO5,si ed and sealed by Eduardo Largaespada,P.E. (Suhmitted under pr+ev�ot�s NOA # S OIOS.OI) 7. Test reports on: 1}Air Infil�ation est,per FBC,TAS 202-94 2)Uniform Static ir Pressure Test,Laading per F$C TAS 202-94 3�Water Resistanc Test,per FHC,TAS 202-94 4)Forced Enhy Te�t,per FBC 3b03.2{b}and TAS 202-94 along with marked-up drawings an installation diagram of alurninum single hung window(1/8>'.ann. �+C),Prepared:� Fenestr�tio�r Testing Laboratory,Test Report No. FTL-4G54,dated 07/071p5,signed d sealed by Eduardo Largaespada,P.E. (Submttted under previvus NOA # S-tf1�S.OI� 8. T�st reports on: 1)Air Infiitration est,per FBC,TAS 202-94 2}Unifvrm Static ir Pressure Test,Loading per FBC TAS 242-94 3}Water Resistan Test,per FBC,TAS 202-94 4}Forc�d Entry T st,per FBC 3603.2(b}and TAS 242-94 along with marked-up drawings an installation diagrarn of aluminum single hung window{3116"temp.3116"ann, &3116"ann.IG),Prepared by F�nestration Testing L�boratory,Test Report No. FTL- 653,dated 07/Q7/05,signed and sealed by Eduardo Largaespada,P.E. (Submitted under previou�s NpA OS-OIOS.01} C. CALCULATIONSc 1. Anchor verificatiar�aalculations d structural analysis,complying with FBC-2047 and FBC-2010,dated 06/08/1 l an updated on IO/07/1 I,signed and sealed by Anthany Lynn Miller, P.E. 2. Glazing complies with ASTM EI 04-04 D. QUALITY ASSURANCE 1. Miami-Dade Depariment of Perm' 'ng,Environment,�nd Regu��ff�irs(PERA). Manu ez,P.E. Product Cont t xaminer NOA No.11-1013.13 Lxpiratfon Daie: January 26,201G Approval Date: December Q8,201 I .� PGT Industries NOTICE OF ACCEPTANC : EVTDEN�E SUBMITTED E, MATETtIAL CERTXFICATIOI"�1S l. None. F. STATEMENTS 1. Statement letter of conforrnance to he FBC-2007 and FBC-2010, dated 1 p/07/]1., signed and sealed by Anthoz�y L Iv�ii�er,�'.E. 2. Statement letter of no fina,ncial int est,dated 10/07/11, signed and sealed by Anthony Lyrin Milier,P.E. G. �T�IER 1. Notice of Accepta�ce Na. 10-�10103,issued to PGT Industries for their Series"SH- 6Q0"Aluminum Single Hung Win ow—N.I.", agpraved on 01127/11 and expiring on QI/26116. �� � � �.��� Manuel Per �. Prodac#Cantrnl E ' er NOA tVo.l 1-1013.13 8xpiratton Date: Janaary 26,241b Approval Dafe: December 08,2fl�2 E-3 GENERAL R107ES:NON-tMPACT 51NGl.E Ht1NG FLANGED ANQ INTEGF2AL FV+!WINDt7WS 1.GtAZINC�OPT1dNS:{SEE DE7AIL5�a'SHEET 2) A.3/t8"ANNEALED GLASS B.3/18'TEMPERED GLASS C.1/4"ANNEh1.ED GLASS D.1/4"TEMPERED GLASS E.13118"I.Ci.,1/8"ANNEAI.ED OUTBOARD,AIR SPACE,1/8"ANNEALED INBOARD NOA DRAWING MAP F.13/18"I.G.,1/e"TEMPEREO OUTBOARD,AIR SPACE,1/B"TEMPERED INBOARD SHEET G.13(16"I.G.,3/18"ANNEALED!DUTBOARD,AIR SPACE,3/18"ANNEN.ED INBOARD C3ENERRi.faOT�S.............t GLAZING DETAILS........_..2 H.13N8"I.O.,3H6"TEMPERED OUTBOARD,AIR SPACE,3/16"TEMPERED INBOARD DESltiN PRESSURES.....,.3-5 ELEVATIONS.....................8 !.13l18"I.Ci..3H8"ANNEALED OUTBOARO.AIR SPACE.118"ANNEALEp INBOARD VERT.SECTIONS.............T HORIZ.SEC'I'IONS......,.....7 J.t3(78"I.G.,3l18•7EMPERED OUTBOARD,A!R SPACE,1/8"TEMPERED IN60ARD PARTS IIST.......................S CORNER DETAIL..............8 2.CONFIOtJRAT10N8:'4X"{711,VIE1M/WD RAQIUS TOP,ALL W!LOW OR HIOH SII.I.OPTION) EXTRllSlON5....................8,9 ANC}iORAGE....................10-14 3.DES1C�td PRESSURES:SEE TA94.ES 17HRQUC3H 3,SHEETS 8 THRQUflf!b. A.NEGATIVE DEStC�t+l IOADS BASEp QN TES7E4 PF�SSURE AND t�.A8S TABlE8 ASTM E 1300�42. 8.P4SITNE DESIGN�OADS BASED dP!WATER TEST PRESSUR@ AND 81AS3 TASLES ASTAA E 130442. NOT APPUCAE3lE IN MIRMI-OROE C�UNTY. 4.ANCHORAGE;THE 331/3°k STRESS 1h7CREASH HAS NOT BEEN USEQ IM TtiE QESICiN OF TFq5 PRQQUCT. SEE SHEETS 1Q THROUGH 14 Fl7R ANCHCIRAGE DETAILS. 5.M1AMi-DADE COUNTY APPROVE6 St�17TERS RRE FtECttJI#tE0 IN MIAbSFDAOE RND WNERE IMFAC7 RESISTANCE iS REQUtRED, 8.FRAME AND PANEI CORNEi2S$EAIED WiTH NARROW,�lNT SEALAt�T OR GR5I�T'. 7.REFERENCES:TEST REPORTS FTt-4853,FTl•4854.FTt-0865.FTL-4888,FTl-A85T.FTt-4658,FTI�ANQ FfL-4959. ANSVAF&PA NDS-2001 FOR WWD CONSTRUGTICNJ ADM-2000 ACUMINUM DESIGN MANUAL PRtMH1LT REYI3ED u wmplyidy wilh lM Fbrid� 8,SERIES/MODEL DESIONATI4N SH800,ALSO REFERRED TO AS SH701. agtdv�4bds 9.THIS PRODUCT HAS BEEN pES14NEp 8 7ES7ED TQ COMPIY WI7H THE REQUIREMENTS OF THE FLORiDA BUILOiNt3 CqDE,iNCLUDtN4 THE HIt3Fi VE4�ITY �+�� �°�����%�t,"`�b tiURR3C/WE Z�+IE{HVHZ}. a U��'/�Q M' �da �� 14litt `�.� N.� 4YNN M/��'ii,� . 4 . ,8 . `��,�d�,.�`�ENS� 9 �� �^k No.58705 ��r aw.�.� a..r.r ���5•� g A E oF 1 ',�ykt�� .u �a v�n i a a n f o F e c�� � G E N E R A i N O T E S � �'•• Fcaa i fl?:•''t a�` F,ru ana�� c nrocfcwQFrrr��er ,�N��a�oFOO�o6ave ALUM SINGLEHt1N�VYINDG7W NOAt-lMPAGT /���SS�QNAL�'�`�, �X Z�QA77 B REPLACEfoW INTHCURRENTADpInON NOtEY �H'i.�4 y/nrb�y,9etter wr...we wrr e..ww. �.. A LYNN�I�I�.�.�R,P.E. FK. 7/INb J..t tM?fA76 1��a00 NTS i + 1� 40�?,20 Q Fl P.E./68TQ5 1 OR 47}—�– 1 pR 47 n n.1--1 39 OR 4p �n"NaM. 39 OR 40 �n"NOM. GCA3S BITE Gl.ASS BiTE a E%TER14R INTERlOR[� (AlL SEC710NS) 37 � 37 � $0 OR 81 82 OR 83 70 7p --y #�--3t4S"ANNBALEQ OR TEMPERED GLASS -*�-� �-1l4"ANNEALEQ OR TEMPERED OLA8S 3/16"MONOLITHIC GLASS 1/d"MONdL.ITNIC GLASS �m Hor�. 46 ci�ass arr� 38 � PROqUCC RBVI566 u eanl�Y�lt wi�h the Plalda Buil�Cada AceeN4nce No 86 TFtRU 81 ex�t�a�a„saua � !6 Hyiy�7� A4ami Praduct OM 1/6"Oit 3/16'ANNEAI.ED OR'fEMF�RED�lASS ��t � AIR SPACE 1/8"OR 3/18"ANNEALED OR TEMPERED GIASS ``�.�a��4YNN Mqt�r�,��� 13l1 : ��':'�v�GENS� ,r� � �'';• '•.# � 13l16"INSUtATED GtABS 'ir e Na.5s7os _ _ ; * ; �_ _ � w= .-o'•. t•t• tr :!ur� rr ratnn� v � �c�nroe�r►►nasr�er °'""" "A ••. s1�E 2: ,worECHN«oovonrvE � GLAZINGD6TAILS '•,Q�'•..,FjgR10P•'�C?\� FJG ?/S8A77 C 1VOCttANaETHtSSFfEEt' NOKOMre.ri.ata7f 'w' '� �` � ALtIM.SJ1VGtENUNQWINDOW,NOlV JMPACT ''f�SS1QNAti�`• F.tG 2RqT 8 NpC1lAFlGE�4�E1" rm�» rrrwe rw. u.�wvw � A.lY��hILLL}t.P.E. F.K. T/IiD6 J.J. Y/11MS NOKOMIB.AJi27t 19stbb Betror 8M000 FtlH 2 � !�f �(092-�0 0 Fl P.E,�'S8T05 DE81GN PRESSURES SASED ON FLANGE T1P-TO-TtP DIM.(INTEGRAL Flt�t WINDOWS Wl SAME D�O Af2E 1"SMAC�ER} 7ABLE 1. 6 1/1 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED WI HIGH SILL OPTION "o~ WINDOW WIl�ICX}W HEICaHT MEET1tJC,RAIL W T. WIpTH l3LASS 7YPE 28" 38 318•' 44" 6d b18" 83" 72" 74" 78'• A.C,E,I +8Q.4 -120.0 +$0.0 -120.0 +80.0 -S2d.0 +$0.6 -120.0 +$4.4 -94.6 +T$.5 -78.5 +75.7 -75.7 �73.0 -73.0 "X" S�H 19 118" G +84.0 -12Q.0 +80.0 -12Q.0 f8Q.0 -124.Q +80.0 -12Q.0 +80.4 -120A +80.0 -1i4.2 +80.0 -110.1 +88.0 -106.2 B,Q,F,tt,J +90.{? -120.0 +BU.Q -120.Q +80.0 -124.Q +80.0 -120.0 +80.R -120.0 +80.0 -120.0 +Bq.O -120.0 +80.0 -116.6 A,C,E,I +80.0 -1Z0.0 +86.0 -12Q0 +@0.0 -120.0 a80.0 -120.0 +80.p -84.8 +88.9 �68.9 +86.2 �88.2 +$3.$ �83.6 24" G #80.0 -120.0 +Bp.O -120.0 +8p.0 -120.0 +6p.0 -12p.0 +8Q.0 -120.0 t80.0 -10p.3 t80.0 -98.3 +80.0 -62,8 B.d,F�H�J r86.8 -120.4 +88.Q -120.0 +80.4 -124.0 +80.0 -12d.b +$0.0 -120A +�}.0 -l12.8 +8Q0 -10$.3 +80.0 -l04.1 LOW SILI.OPTION: A,C.6,1 F80.0 -120.0 +80.0 -120.0 +g0.0 -12Q.0 +8q.0 -120.0 aBQ.Q �0.0 +82.0 �2.0 +59.1 59.1 a56.4 �i8.4 �kDOWS WiTH 7HE LOW Stll OPTIUM ARE UMITED TO A 32" Cs +80.0 -124.0 +eo.a -�zo.o +$0.6 -120.0 +8Q4 -120.Q +8q.0 -'!1$.4 +8(!.0 $Q.$ +80.0 -88.0 +8Q.0 -82.0 POSITIVEDESIC3NPRESSURE B.D.F,N,J +80.0 -120.0 *8p.d -120.0 +g0.0 -120.0 +80.p -120.0 +B0.0 -12p.4 +80.8 -181.fi +86.d �8.7 +50.0 -82.3 ��'�.����I�RAS SHOWN IN THE TABLE. A +80.0 -120.0 +Bp.O -120.� +gp,0 -120.0 +80.0 -105.0 t80.0 -80.0 +g1.3 �81.3 +58.0 59.0 +66.0 S5.Q NEGATIVE DE814N PREBSURES B.D,F,H,J +80.0 -120.d +Bd.6 -120.4 +8�.d -120,0 +$8A -120A +8t3.4 -120.0 +80.0 -1W.3 +$0.0 -94.$ +84.0 -80.1 AREUNEFFECTED. 37" G +Sp.O -120.0 •aa.o -�zo.o +gp.0 -120.0 �80.p -120.0 +eo,o -��a.a +80.0 �9.1 +80.0 -aa.a +8p.0 �80.1 C.E,I t80.0 -120.d +80.0 -1240 +�YA -12d.0 +�.0 -118.0 +84.0 �.4 +81.3 -61.3 +58.0 a8.0 +55.4 -65.4 A +80,0 -12d.0 +80.0 -120.0 +�p,0 -111.9 +80.0 -91.8 +80.0 -80.0 +81.3 �1.3 +88.� -b8.d +58.p �5.0 d0" B.D,F,N,J +80A -120.4 +g0.0 -12Q0 +gO.Q -12Q.0 +8Q.0 -120.0 +80.0 -120.0 +90.0 -100.3 +80.0 -94.9 +80.0 -90.0 G +64.0 -129.0 +84,0 -426.0 +80.0 -t2Q0 +8Q4 -12d.0 +8Q.4 -ii8.4 +�.8 �9.1 +80.0 -84.4 +�.4 �Q4 C,E.I +0p,0 -120.0 +84.0 -118.0 +80.0 -107.0 +gq.0 + . A +80.4 -120.4 +80.Q -10$.0 +60.0 -�'i.8 +84A -85.d +78.4 78R +61.3 �1.3 +58.4 -58.0 +55.0 -65�0 �.. B,D,F,H,J F8Q,0 -12p.0 +80.0 -12q.0 +84.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -1p0.3 +80.0 �84.9 +80.0 -90.0 C3 +8Q.0 -124.Q +80.0 -124.0 +8U.0 -124.0 +80.0 -120.0 +80.0 -118.A +8Q.0 -89.1 +80.0 -84.4 a80.0 �0.0 C.E�I +80.0 -120.0 *130.0 -i84.0 +84.0 -83.8 +80.d -88.8 +8Q.0 -BU,d +81.3 �81.3 +68.Q -fi6.8 +fi5.0 -65.4 A +60.0 -120.0 +80.0 -�.8 +80.0 -87.8 +78.0 -78.0 +g8.3 �8.3 +81.3 �1.3 +58.0 58.0 +56.0 55,0 A8" B,D,F�H,3 +86.0 -120.4 +80A -120A +80.4 -'120.0 +80.0 -124.0 +80.0 -114.9 +$4.d -1{�.3 +80.0 -64.9 +80.4 -90.0 �RpDUCT RPsY[9tfD G +80.0 -120.0 +8Q.0 -12Q.0 +ap.0 -120.0 +80.p -116.0 +80,0 -102.1 +6Q�0 -99,1 +80.0 -84.4 +8p.0 �QA �+�1+�YfiliwwbtMPtorld� G,E,t +gp.4 -124.4 +80.4 -84.8 +&�.0 -83.7 +79.1 -79.7 +70.2 -70.2 +81.3 �1.3 +68.0 �68.0 +66.0 55.0 R�u�1I-1013•1 Ex}rintton DWa A +B0.0 -117.7 +8p.0 -85,A +77.0 -77.4 +89.8 -89.8 +BH.6 -89.5 +58.4 -66.4 +58.7 -65.7 +55A -bb.d er 33118" B,D,F,H,J +80.p -120.0 +80.Q -120A +80.0 -120.0 +gp,0 -113.8 +80.0 -99.1 +80.0 -62.3 +80.0 -91.1 +80,0 �80A � �� G +80.0 -120.0 +84.0 -124A t80.d -1lf.9 +80.4 -#Q1,3 �8dA -88.! +8{?.0 -92.0 +80.4 -61.0 +80.4 �0.4 C,E,I �80.0 -117.7 +80.0 -95.4 +73.9 •73.9 +89.8 �9.8 +80.8 �80.8 *68.4 -68.4 +56„7 -65.7 +55.0 -55.4 �i i i i i GtA3S TYFE$: ``���QNV I.YNN M�������fi A.3H8"ANNEALED E.13/16"I.G.,1/8"ANNEALED,AIR SPACE,1/8"ANNEALEO i.13/16"LG.,3/18°ANNEALED,AIR SPACE,1/8"ANNEAI.HD �� ��'' ti���+SF�''.F�A % B.3!'!8"TEMPERED F 13l18"I.C3., 1I8"TEMPERED,AIR SPACE,1l8"IEMPEF�D J.13H8"lCi.,3J1B"TEMPERED,AIR SPACE, 1/fl'TEMPHRED � �� 4 �'•* � ~*' No.58705 C.1t4'ANt1EAlED G. 13tt6°I.G.,3t18"ANNEAIER.AtR SPA{;E,3t18"AF�+tEAIED _ �� � � D.1/4"TEMPERED H.13118"I.C.,3H8"IEMPERED,AIR SPACE,3l18"TEMPERED :.-p�, �'��"""�;�� �,.�q•. l���o�W ; �11.. .0 �aornr n Nocr+u�rrr��r � D SlGNPRESSURE3 1!i WIPtDQW5 '��`�.'•• �t��oP.•''�_�:� F.ic anaror c co,�euv�ouss rvr�c a�sau�ouss�a 'r�aooM��,"�s�m ' .- • . ALUM.SINGLE'F#UNG WINDOW,NON-IMPACT �'%�`�,�4NA���`���` Fx a,n»r e � cox�vEar�o•ouss rrae ra a wAS a noi'�ris`�°isr. �a.:a.. ""''''` ... "` -. °""""' ""' , , A LYNtS IGIIL�t,P.E. F„IG 7!lA76 J.J. R2lpS &�ar NTS 3 • i4 �{?32-2lJ Q FL P.E.#58T08 DES(GN PRESSUFtES BASED ON FLAN�E TIP•Tfl TIP DIRIf.(1NTEGRAL FIN VYINDOWS W!SAME OLO ARE i"SMALI�ER} TABLE 2. r � STANDARD VIEW FLANGE,IN7�GRAL FIN AND RADIUS T4P FLANGE WINDOWS E4UIPPED WI HIOH SILLQPTION .o. wiNaow wiNOaw H�c�Hr -"" WIDTH iiLASS TYPE 29 Sl4" 38 3l8" 44' SO 5/8" 83" 72" 74" 76" W ' MEETING RAII A,C,E,ti,l +80.4 -124,4 +86.0 -120.4 +80.4 -120.0 t8{}.4 -i28.0 +80.0 �$8.4 +51.3 -5i.3 +49.3 -49.3 +A7.5 -47.6 191/8" •x, St�SH B,D,F,H,J +8Q.0 -120.0 +80,0 -12p.0 +8q.0 -120.0 +80.0 -120.0 +80.0 -120.0 +gp.0 •102.7 +80.0 -'88.6 +80.0 -9A.9 � �„ A,C,E,C3,� +so.o -ti2a.o +80.0 -124.0 +80.0 -120.4 +�}.0 -124.0 +84.0 -$0.8 +48.4 -48.4 +44.d •44.4 +42.5 -42.5 .1 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +84.0 -120.0 t60.0 -120.0 +50.0 -120.0 +80.0 -92.9 �80.0 -88.8 +84.0 -85.0 A,C,E,G,i +80.0 -120.Q +80.0 -120.Q i80.0 -12Q.0 +80.0 -120.0 +80.Q �80.0 +AA.B -A4.8 +42.2 -42.2 +A0.0 •40.0 LQW SILL OPTION: 32" B,0,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +8d.0 -12p.0 +gp.0 -120.0 +84.0 -69.1 +80.0 �84.4 +gp.4 �8fl.0 WiNOOWB WITH THE 104v 3itt A +gU,O -120.0 *6C1.0 -119.0 +8Q.0 -64.b +80.0 -93.0 +gD.O -80.0 +44.8 -44.8 +42.2 -42.2 +40.0 -40.0 �PTION ARE UMITED TO A POSITIVE DE31CiN PRESSURE B,D,F.H�J +80.0 -120.0 +80.d -128.0 +$4.0 -120.0 +80.4 -124.4 t�.0 -124.4 +84.0 -89.1 +80.4 -8d.4 +80A -80.4 OF+84.0 PSP OR IOWER AS �7" +40.0 .�W.p SHOWN IN THE TABCE. C,G +80.0 -12U.0 +�1,0 -120.0 +$0.0 -120.0 +gp.0 -11G8 +g0.0 ,q0.0 +44.6 -44.8 �42.2 -42.2 NEGATIVE DESIf#N PRE5SURES E,i +$O.d -120.0 +�1A -11$.Q +80.4 -114.0 +�.0 •1qT.0 +80.0 -80.4 +44,$ -44.8 +42.2 -42.2 t40.4 -+id.Q ARE UNEFFECTED. A +80.0 -120.0 +84.0 -1q9.0 +80A •90.4 a80.0 -98.8 +�8.3 -78.3 +q4,8 -A4.8 +42.2 -d2.2 +A0.0 -40.0 B.D.F.H,J +80.4 -120.0 +80.4 -124.d +88.Q -124.0 +8d.4 -120.0 +84.0 •12Q.Q +80.Q -88.1 +8Q.0 -64.4 +$OA -BQ.O 4Q•� C,G +80.0 -120.0 +80A -120.0 +80.0 -171.2 r80.0 -1028 t80.0 -B0.0 +qd.8 -44.8 f42.2 -42.2 +40.0 -46.0 E,! +80.p -120.0 +8p.4 -107.0 +80.0 -104.0 +80.Q .98.2 +80.0 -BU.O +44.8 -44.8 +A2.2 -�12.2 +A0.0 -40.0 �80,0 -i2Q.0 +80.0 -92.7 +80.0 -84.5 �8d.0 $2.7 +74.d -70.d +44.8 -44.8 +42.2 -42.2 +40.4 -40.0 B,D,F,H,J +Bq.Q -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +$0.0 . + . . . . 44" C�Ci +80,4 -128.0 +84.0 -107,2 +84.0 -97.6 +�.4 -88.6 +�.0 -80A +AA.$ -M.6 +42.2 -A2.2 +40.8 -40.0 E,I +g0.0 -120.0 +8q.0 -93.2 +Qp.O -91.9 +6p.0 -09.5 +�p.3 •78.3 +qq.8 -44.8 +A2.2 -42.2 +40.0 a40.0 A tsp.p -11T.4 +�.0 -89.2 +TB.T -TB.T +74.8 -T4.8 +p3.p .a3.4 +4A.9 -44.8 td2.2 -42.2 +qp.Q -40.0 �.. B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 •120.0 +gp,0 •120.0 +80.0 •114.7 +g0.0 -89.1 rpp.0 -8�4.4 +80.0 -80.0 C,G +80.4 -117.4 +80.fl -96.4 +8q.0 -87.Q +79.3 -79.3 +70.1 -TQ.1 +4A.8 -44.8 +42.2 -42.2 +40.0 -40.0 PRtSDi)CT RfiYISF:O E,I +80.0 -113.0 +80.0 -92.4 +80.0 -81.3 +76.3 -78.3 +70.1 -70.t +44.8 -A4.6 +4Z.2 -42.2 +4d.0 a14,0 acomy�y�.vknm.am�+a. Builaing Codo A +50.0 -103.8 �8Q.0 -94.4 +89.2 -06.2 +gg.3 -g8.g +69.7 -68.7 +41.0 -41.0 +40.b -40.5 +40.0 -40.0 ^�1��� " ql6 B,D�F,H�J +8d.0 -120.0 +84.4 -124.8 +80.0 -120,4 +80.8 -113.2 +�.4 �88.8 +88,0 -81.9 +80.4 -90.9 +84.0 -$0.4 8 53 1!8" C,G +80.0 -1p3.8 +80.0 -84.8 +78.3 -78.3 +199.2 -89.2 +$p.4 -90.4 +41.0 -41.0 +40.5 -40.5 +A0.0 -40.0 M' "d"�"+ ci E�I +�.4 -103.$ +72.5 -72.5 a70.6 •?4.6 +89.2 -89.2 +�.4 -0p.4 +41.4 -41.4 +40.5 -40.5 +44.0 -4U0 GLASS TYPES: ������i A.3t58"APlNEALED E.13Ji�'1.G.,1t8"ANNEALEO,AIR SPACE,11$"ANNEAt.EO L 13t16"LG.,3t16"ANNEAIED,A{R 5RACE,1!8"ANNERIED 4`�����NY lYNN,y��`�,��' B.3116"TEMPERED F,13/18"I.G.,1/8"TEMPERED,AIR SPACE,1!8"lEMPERED J. 13l19"I.G.,3/18"TEMPERED,AIR SPACE,1/8"TEMPERED `,�;�'vtCEt�stc'�.,F,p � C.1t4"ANNEAIEQ G.13t18"I.G.,3t18"At�IEAI.EQ,AlR SPAGE,3l18"ANNEALED� � *�� Na.58705 '* "" I D.1/4'TEMPERED H.13/18"I.Ci.,3/18"7EMPERED,AIR SPACE,3118"7EMPERED �-�y; R. '�= .0" tatarrtt n � avactaa+vc,�rHrssrtEer """" '�Q�., ��E rF' �:?��� mm,�oavc+w� � DE3fGN FRESSURES STANDARD VIEW ���, .,cott�o,,.��i� F.K. ?/1QR1� C MOCHAnfCiETH18$HEET NOIODMIt.Fl7�7/`6 E � F.+c: araro� e ivo�rnrs sa�r P.o,eq�c,e,a A�UtM.S/NG�LE HUNG WINDO MW NON-IMPACxT ''�S,��NA,�u 1�;�`` p„c Nacoras.�aur4 TRr[GbBeae► � �NTS �t 1 14 �032-2Q Q A.LYNPIIvI�w4 P.E. i.K 7HdT6 J..� 562L03 FL P,E.�f 6@T05 DES(GN PRESSl1E2ES BASED ON FIANGE T!P 7'O-T1P DlM.(IN7EGRAL F!N WINDOWS W/SAME DL,O At2�1"SMALLER) TABLE 3. CUSTOM VIEW FLANGE,IN7EGRAL FIN AND RADUS 70P F4.ANGE WINDpWS W/HIGH SILI.OPTI4N(WINDOW HT.MINUS SASH HT.) '"� � WtN�W WINDOW HEICiHT MINUS SASH NEIGHT(76"MAX,HT.FLANOED AND 76"MAX.HT.INTECiRAL FIN) W T' MINUS WIDTH p�pg3 7YP2 17 1!8 2211M6 28 3H8 33 314 38 S1�6 44 13M6 b4 3B d51b118 �a~ 8ASH A,C,E,I +80.0 -12Q.0 +80.0 -120.0 +6q.0 -120.0 +Bp.O -12p.0 +80.0 -116.0 +80.0 -100.2 +80.0 -87 1 +70.8 -70.8 W T, HT. 191/8 B,d,F,N,J +60.Q -12p.p +g0.4 -120.0 +gp.p -t20A +80.0 -420.4 +gp.4 -124.0 +8Q.4 -126.0 +8Cy.4 -120.0 +60.4 -120.0 MEETINC3 RAII O +6p.0 •120.0 +60.0 -120.0 raQ.O -120.0 +80.0 -120.0 +80.0 -12Q.0 +8p.0 -120.0 +81�.0 -120.0 +80.0 -115.1 "x" S H A,C.E,I +80.4 -120.4 +$0.4 -120.0 +80.0 -120.Q +84.t} -124.0 +80.0 -tU3.4 *80.0 -88.2 +74.1 -74.1 +59.5 -59.5 24 B,D,F.H.J +8q.0 -120.0 +80.0 -120.0 +80.0 •120.0 +80.d -120.0 *80.6 -12q.0 +80.0 •120.0 +80.0 -120.0 +80.0 -118.7 NOTES: 1.VMNOOWS WITH THE LOW SILL G +8�.0 -120.0 +$O.Q -12Q.0 +gp.Q •120.0 +80.Q -120.Q +gp.Q -120.0 +80.0 -12p.0 +80.0 -120.0 +60,0 -86.8 OpTION ARE LIMITED TO A A,C,E,I +$0.0 -171.0 +80.a -120.0 +SQO •117.0 +80,0 -84.2 +80.0 -85.7 +74.3 -74.3 +gZ.g �2.8 +49.1 -48.1 �ITIVEDE&IGNPRESSURE OF+84.4 PSF OR LOWER AS 32 B,D,F,H,J +80.0 -111.Q *af1.0 -120.0 +80.0 •120.0 +80.0 -120.0 �80.0 -120.0 +80.0 -120.� +80.0 -118.5 +8Q,0 -97,9 SHOWN IN THE TABLE. +80.0 -120.0 +�.0 -101.8 +79.7 -79.7 NEC3ATIVE DESION PRESSURES G +80.d -111.4 +80.0 -120.0 r54.0 •120.0 +88.0 -12Q.4 +8t7.0 -128.0 ARE t�1EFffC'TE4. A.C,E,I +�80.0 -88.0 F80.0 -119.0 +gp.0 -91.9 +gp.0 -66.1 +8p.0 -80.5 +7q.9 -70,9 +5g.g 58.8 +45.2 �15.2 2.AVA14ABLESASHHEIOHTSFOR CUSTpM WINDOWS ARE 12 5�8' 37 B,d.F.H.J �80.4 -98.Q +�}.0 -120.4 +80.0 -120.0 +�.0 -120.0 +8{?.0 -12Q.8 +80.Q -120.0 +$0.0 -145.& +80.0 •9p.3 MIN,TQ 38'AMX. G +8p.0 -98.0 +80.0 -120.0 �80.0 -120.0 +8p.0 -12p.0 +84.0 -120.0 +80,0 -115.3 +8p.0 -95.5 +73.5 -73.5 �.74"�.FtANOE wtNDOW NT. 75"MNC.FIN WINDOW H7. A +80.4 �2.0 +80.0 •106.0 +gp,0 -8T.4 +�.0 -91.5 +70.8 -70.8 +69.0 �89.0 +57.3 57.3 +43.6 -43.8 � B���F�H,J +80.0 -92.0 f90.0 -120.0 +86.0 •124.0 +60.0 -120.0 +8d.0 -120.0 +8t},4 -120.4 +80A -102.7 +80.0 -87,0 C,E.� +8p.0 -92.0 +80A -1Q6.0 +gp.0 -103.0 t80.0 -N2.8 a7Q.8 -70.8 +89.8 �9.9 t67.3 ,67.3 +49.8 -43.8 G +�,0 -920 +80A •124.d +8ti.0 •l2p.4 +8D.0 -11$,6 +g(}.0 -115.0 +80.0 -113.7 +8t3.4 -93.2 +J4.8 -70.8 A.C�E,I +80.0 -85.0 +80.0 . + . . . . . . . . 8.D,F.ti,J +88.0 -85.0 +&}.0 -120.0 +80.0 -120.4 +60.0 -12U.0 r�?.D -117.8 +SOA -118.8 +80.0 -99.9 �80.0 -83.� 44 C�E,I +80.0 -85.0 +80.0 -93.1 +8U.0 �81.0 +80.0 -85.1 +59.5 -59.6 +58.4 -fsB.A +58.2 -58.2 +4'{.9 �N.9 {3 +84.0 -B6.Q +80.0 -12Q.0 +80.Q -109.8 +FJQ.O -101.4 +80.0 -68.7 +80.Q -94.8 +80.0 -91.3 +68.1 �88.1 A +8p.0 -111.9 +gp.0 -88.8 +73.3 73.3 +67.2 -97.2 +s1.4 -51.4 +A$.8 -48.8 +46.4 -44.4 +40.$ -40.8 � B.�.F,N.J +80.0 -120.0 +80.0 -120.Q +80.0 -12Q0 +60,0 -120.0 +8p.0 -1U1.2 +80.0 -98.4 +80.0 -88.q +8Q.0 -81.6 C,E,i +H4.0 -509.4 t8tl.0 -82.2 +80.0 -81.2 +TSA -TSA +51.4 -51.4 +49.6 -d9.6 +49.0 -+49.0 +d4.$ -44.8 eRawcrRavessa G +80.0 -120.0 +80.0 -110.2 +80A -68.9 +80.0 -88.8 +80.0 -83.5 +8q.0 -80,8 +79.8 -79.8 +88,3 -89.3 u waµdyf�wllh lla Flaid� e�uat.y coa� A +80A -89.d +$8.4 -81.8 +6d.4 -64.4 +56.9 �GB.$ +43.7 �43.7 +41.8 -41.8 +4t?.4 -40.4 +40.0 -40.4 a"`�'�„C0� � � 53118 �,�,F,N,J +g0.0 -120.0 +gp.0 -120.0 +80.0 -11A.8 �80.0 -103.b +80.0 -85.6 +80.0 �81.9 +8Q.0 -9d,2 +g0.0 -80.0 C.E,1 +BQ.Q -99.0 +'72.3 -72.3 +7Q.8 -fi0.8 +8A.5 $a.5 �43.7 -43.7 +41.8 -41.9 +A0.4 -40.4 +4p.0 -40.0 M t .ae rrudluc� G +g0.0 -117.0 r80.0 -98.7 +50.0 -94.3 +78.3 •78.3 +71.0 -71.4 +87.8 �87.6 +b5.7 ,85.7 +65.d -85.0 � GLASS TYPEB: ` �I���� � ( A.3l18"ANNEALED E.13l16"tt3.,1/�'ANt�AL80,AIR SPACE,1t8"AtdNEAl.Ed i.13f18"i.G.,3t18"ANNEAlEO,A1R SPACE,itB"ANNEAiED ��`�y�YNN MI(t�, i��� � 9 ........, ,Q i B.3/16"TEMPERED F.13N8"1.f3.,118"TEMPEREO,AIR SPACE,1!8"TEMPERED J.13H8"I.G.,3H8"IEMPERED,AIR SPACE,'Il13"1EMPERED � "`�������� ''•"� % ' �' S8105 :. G_114"At�IEAI.ED Ca.13118"I.t3.,3t18"ANNEAt.ED,A!R 8PAGE,3t18"ANNEALEO =�r; No� : " . _ ��,,,_ , �� O.1/4"TEMPERED H.13/16'I.G.,3l18"7EMPERED,AIR SPACE,3118"TEMPERED " '•Cl.�o�I�;�W� J,! t8t7Tlit D NOGfNNpET1V�8HEET °""�" %����' STAtE�*:t�=: „���,�� � DESIGN PRESSUI4FS CU3T{?M .NT.-�HT. .,O�.'�.,,fitOR��.��; F�c �aa� c � wocrrv�twsar�er r�aoaMw.�xs�a �•, F � •' �.• F� �� B ����� ����, A�L�UiM.SING�LE HUNG WINDO�W�N O N-1MPACM7 '��S$14NA���' F,K. Ti4R1.i J.J. i8'21A6 �f��r� LMe00 �/}�S'. 3 + 1�1 4032r�20 p A P�PE�5�9705.E. 531t8"MAX.FI.ANGEO WIDTH{A44�LEVATION DETAIIS) 521/8"MAX.I.F.WIDTN(PS.L E�EVA3KNd DE'EAEl3} 49 5/8"MAX.FIXED � a�a tr�.�a "'� o--� °`1 .... a �s°nnn�c. � ��_ _ -•••• �s•Max. � � rs-n�nx, SEE DLO � I.F. A A IF. LF. TA B L E � � p� H E I H T S E E D L O H E I S SEE DLO �� �1 � � TAB4E Q � Q 7ABLH O � T8"MAX. T8"MAX T8"MftX FLANGED FLAhQED � Ft}WOED HEI T HEI HT HEI HT SEE DLO � �_� TABLE X � �'H SEE DLO � f/ �� SEE DLO x � (MAXJ HEI T TABIE ,sl NO E 4 TABLE � NO E 4 � 481/4"MAX. v�rrr oi.o{au) DETAi�B QETAI�C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASFi} 1!1 B E�I VER NCAC. AYII T ��� 5 OPENINCi 3 1.P. � I.F. FIXED LOW Hif.it{ SEE DLp � HEI m E HE HT pETAiL SILL Sil.i. TABLE SEE pLp O � TABI.E �) � A 341/2" 34 3/18" . I 74"MXUC. 78"MAX, 8 +11 618' 41 1!4" I FI.ANt3ED FtANOEO C 41 114' 40 718" HEI HT HEI HT D 52 5/8" 52 11/18" 1 � E 521/4" 525/18" �i''� � 20" � � nftODllCC[t13YSS6D SEEpLOTA9LE X y� �H SEEDL07ABLE X � Z� LOW HK3H p�+^WY��hiMFbrida / SASH pE7'All 81LL 81LL �'��`�Oode HEICiNT NEIGHT A`"'��nca1'1O �� � �� R 34112" 34 3l18" �v��+onD.ec � 16 � B Z7 7/i8" 2T 1/8` By C}ETAtI.Q DETAlL E C 27 7H8" 271/e" � � � � D 18 3(8" 15 3!4' VIEW(CUSTQM SASH) RADiUS TOP(CUSTOM SASH� E t83�" 153t4' na�ea. ,n��� NorES: ``���y�VNN M/(�F���,. 1.SEE SHEET 7 FOR VERTICAL AND MORIZONTAL SECTION DETfU4S. :F,,`2'�����5� '�.,.k�'� 2.SEE SHEET 9 FOR CORNER DETAIL VIEYVS. = �';' ��p5 3.SEE SkEETS 14 7F4RdUGli 14 FOR ANCH�tAGE INFORMATION. _.}�t No� � ^ 4.SASH NEiGHTS FOR STAND/tRO SASH WINOC?WS{DETAIl�S S&C)ARE BRSED ON A THREE 4VER T WC2 F�MAT. _ �c : L1=" � �� — : a I* �o tr :'W� .0 tannt o � raoc�wc,�n�ts�er �o�cwa�oor�rve �� �'��'�O�` .�toROP'��(�?� ��c ai,an, c r�ro ctr�,n�o�n�e st+EEr ►a�a�s.a a�m 'T ` � � \ .... � � �a� .......� ... , ��CV-IMPACT ''�;cSS10NP4��`` f.�c anrror 8 NOGNNQETH188HEET P.p,a,p,�,� -- ALUM.SINGLEHUNG W1NDOW NO a�vrlr4'►�I�L�k�,P.E. t�x. � r.,� w t�aa nacorrs.Ra�zrt vwby Buar �av NTS 8 « !4 4USZ 2R � FL P.E.#58T05 F�---2'�84�� NOTE:MIN.(1)SWEEP IATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)8"FROM EACH SIDE OF SASH. 26 27 BALANCE PARTS USED .� MAX.VENT OAYLIOHT OPENIN(3 ON SASHS>40 LBS INSIDE 14 8�16 31 INSIDE 9&10 BALANCE PARTS USED — —————— — —— —————— 15 ON SASHS<40 LBS ¢ .� �. ¢ p ,� �' �' 11 �� FIXED � 2���� LITE 7,8 OR 17 DAYLIGHT 25 OPENIN(3 OUTSIDE _I 25 I MAX.FIXED UTE DAYLJGHT OPENING � MAX.WIDTH SECTION A-A 6 pursipE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 Mnx. � HEIGHT 2� � HICiH � OUTSIDE � g� � Z, � LOW 1` MAX. VENT DAYLIGHT H SI L 48 OL W SILL HEAD �P OUT8IDE OPENIN(i 68 28 I z.�to° r�couucrrs�wsen 53 a�rnmptyi�wiU�tlro Florld� OUTSIDE Duildins Codo Aeeeplu�ea No �� g B�ydrsion Da4 �(e 53 M e i ad�Produc� 2.330" 2.948" 83 52 �ow siu� �NiaH siu� SEE NOTE ABOVE� 54 64 �i i� �`��\`��'�NN•M�<<F����. 85 OR 66 ,�,t,a'••�ENSE''••'� ' 3 30 �2 ULTRALIFT 69 - �` '.�'` .'••�`% ONLY ULTRALIFf _`�:� 5g�05 � SECTION&B 12 pN�y SECTION GC _*r rw• - : �= (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DE7A�FLANGED VERSION) = ��. 04 p�o i� :W= „�'. F .0 tao�n� n woc�rwss�Er ,o�oT�oovoaw SECTIONS :;p0,���. Sc�oa�QP.��C�?' F.rc ti+av� c � Ho cr�nrs a►r�r ►a�w,n�,r,e P "r ,� , �,• ALUM.SINGLE HUNG W/NDOW NON-IMPACT '��FSS�pNA���� F.K� zRAn e �c�4woEn�xssHeEr �s,��s�iz7. vtd66atae. ••••••�• ,..` u..ww. � � F.IG 7��1Q6 dl 8V21Nb ar�aoc Hs/1 7 � 14 4032,20 p A.LYI��f IGI�L�.P.E. FL P.E.q 68706 ITEM pWG# DESCRIPTION PG7'11 �TEM CIWQ# DESCRIP710N pGT# 1 4462A FLANGE FR�H�AD 6l2225 gq 1!$1 #8 X 1.000 P#i.BUGE.E TEK 7U6Xi 2 116b i!e X 1.00q QUAD PN.SMS 781 P� g5 FOAM TAPE 1/4 X 1/2-FOR 3/16 81412K 3 40Q3C FLANGE FRAME SILI(LOW 5N.L) d�2228 gg �2pa FOAM TAPE 1/8 X 1/2-FOR 1(4 81308K 5 1826 AOt{EStVE OPEFt CELL FQAMPAD 7PAD1828 8 4004 FLANGE FRAME J/�Me 812227 88 44b'fA SASH BpTTOM RAIL{tiIGN SILL) 6445i 7 4025 SASH STC1P(ALUMArTIIT) g12244 88 5050A FLAWOE FRANE SILL(HIGW SILL) 84050 8 4025 SI+SH STdP{EGRESS}1.f 251ONC3 812244 70 SIUGONE,QQW 898,995 OR EQUlV. 9 4029 CALDVVELL AI.UAN4TILT BA4ANCE,5/6" 80 A.OLAS3,3N6"AhlNEALEI3 10 1�80 B�N..COVER,RIGID VINVL,5/8" BBAI.CVR918 81 B.GLASS,3H 8"TEMPERED 11 ti8 X.750 PH.PPI.SMS 7834AA gy �.�q$g��)4"J�NfALED 12 BALANCE BOTTOM BRACKET 78Al.TBKT 83 p.GLASS,1/4"7EMPERED 13 1085 SASH TOP GUIDE,8/e"BAL. 42s0a 88 E.GLAS5,13/18"Id;118"ANNEAI.ED,AIR SPACE,1/8'ANNEALED 14 4029-1 CAt.�LI ULTRA-llF;BALIW CE,.8T0" gT �.GLASS,13116"IG;118"TE(V�ERED,AiR SPACE,1t8"TENp'ERED 15 #8 X 1 RHILLIPS FLAT HEAD S.STL 78X1FPAX 18 1080-1 .870 U17R�4-LIFT BALANCE COVER BBALCVRB�p 88 f3.GLAS3,13/18"16;3/16"fW NEALED,AIR 3P/UCE,3/18"ANNEALED 17 d053 SASti STOP(ULTR/4ltE't) gqprs3 88 H.GLASS,13H8"IO;3H 6"TEMPERED,AIR SPACE,3h B"TEMPERED 18 4029-1 SA3H BRAGKET 7ULBRK7 �� �.�LASS,131ti8"IG;3l1$"lWNEAt.EQ,AIR SPAGE,11$"ANNEALED �s #e-s2 x�n"LQ PH.FH.TYPE F S.STL �eazx�2F�x 91 J.OLASS,13/18"K3;3/18"TEMPERED,AIR SPACE,1/8"TEMPERED 20 1888 SHSH TOP CsUiDE.11t1B"BAL. 42505R 6l 21 4054C FIXED WEETING RAIL 84054C 23' 4006C SASH TOP RfVL 84008 e 25 123b W&TP.,.170 X.270 BPCK,FIN SFJU. 8TS1$G 28 1096 SWEEP LATCH 71098 �t� 27 1018 #8 X.825 PH.FL.SMS 7868 28 4U07 SASF184TT�1 RAII{lOW Sill) 812234 .Og 30 1228 1N3TP„BULB VINYL 8TP24p '�� � 31 4008' ShSH SIbE RPJL 34 M1288 SASHFACE{�lIOE 426Q1 •� 37 1224 VINYLGLRZ BEAD BULB(THICK) 87P247W,K 36 1225 VINYL OI.AZ.BEAGI BUIB(THIN) 67P248K 4� FF2AAAE,�.F.�"��AD 39 44i4B CstISiNG 8EAD,3118&tt4.WQGK. 84Q14 N4071A,8083»76 40 4048A GLA7JNG BEkD,3/18&iht.iMt3R�.t KiT 844$42 48 4067 GLAZINI3 BEAD.13/18'I.G. 84087 48 FRAME. I.F.LOW$Ii.L �ao�2n.soaa-'re 47 4071R FRAME,i.f.HEHt7 84071 48 4072A FRPSdE,l.F.i.OW SILL $4Q72 PttoDUCr 4sev�sED 49 4073A FRAME,I.F.HIGH ILL 84073 °S��"�`�10F�°s'�" ou+ia�y coas 5Q AQ748 FRRME,i.F.JAMB 84074 �v�I'�° 2.374 exdmipn Owe b2 4809 Stll WTCH(EGRESS}(I.OW Slltj �64409 63 1088 SPRIN4,GILL LATCH(EQPIESS) 7SPRNp �y • M' 54 2740 SlLL LATCH(EGRESS) (HlGH SILL) 82740 4. 71 b5 101d SCREBN FRMAE(NOR.&LER.} g1014 ��''" 58 1880 SCREEN CORN@R KEYVWRINGS 71830 2. i4 57 1@31 SCRF.ENCORNERKEYVWOUTRIN6S 71831 � .�� YNN'M �i� 58 1dT3 SCF2fEN SFRiNO 7CASP �.``p�y 4, .....�<<�'q ��.. I 59 1624 SCREEN SPLINE-.135 DIA FOAM 81824K ti ��`. 4�GE�SF . *' 80 1835 SCREEN&PLINE- 135 DIA HARp 81835K ` �� � =�k; No.58T05 ', � st SCREEN CIOTH ats�e �FRAME,{.F.NtGH S{LL �FRAME,I.F.JAMB � ' " ss sos GLAZINCiCHANNEL(.686X.600) 4633402 4� s�urs�,eoas-TS �� #4o�aB,a�-ra = : a, �o�o�it :'�� .0 rtwmt a t�cit�woe rttts st�r `"'"` ".°'A''•. s'u.zE°� •'2: ,�,��„� � PARTS Lt3T AND FRAME CORNER DETAILS r,O�'•.,.FLOR��P.'.�a�� FJC ?HM77 C NOCHANOETHISSFIEET NaKqMO�Fia1376 TM'�' i �{� .... ' �C.� F�c znor e � nacwwc��ruscsfrEer P.p,�,� ALUM.31NGLEHUNC,W/NDOW NON-IMPACT �JjV������,��' u,k r�aW►as.Ft.a42r� i?rlbb B�ar «"'""0 rw �"— o.+�w n+. A.LYNN{yIILt��t,P.E. F.K Tl�iO3 .R.L SYtfptS BMaAP NTS 8 + 1I 40�2,2'0 0 FL P.E.#b8706 I.F.FRAME SEALANT ALONC,ENTIRE JOINT / �1�1.F.FRAME �--�—z.rea� � � rf 2 I � 1 �� II � 2.830 2.330 1.383 -- � � � $ (� FLANGE FRAME HEAD g t.:1 #4042A.6063-T8 E^"—'--2.784� �74� (� FLANGE FRAME SILL (�QW) W��'a \,.;./ A�i003C,9083-T8 6 Al.ONO scr�w goss�2> SEAI„ANT OR GASKET 2.T10 � ��,813� T38 AT HEAp AND SILL ,082 ��`,�.490 .OqO � }�-1.461�{T � VIEW D-D VIEW E-E {i11&VIEW HEAC18 StLL,RADtUS 70R S1t.t.) {RAQtUS TOP HEAD) � SASH ST�?P O SASH STOP COVER FRAME CORNER CONSTRUCTiON (� FLANGE FRAME JAMB � �ao25,aoss-T� �� �paoa3,8063T6 �..1 z�oa�.�-Ts (USED A3 RAOIUS TOP HEAD) 1.342 2.328—^—� —+1 1.186 �►— r--2.279� .p82 '�•� .� t.B79 � .082 � 1.T07 .Oi62 � �•-1 SASH SIDE RAIL 21 FIXE�DQSMES T�IHa F2A�IL 23 �cT�st�eL 28 SA�H��CI�OM R/11L ittx+� � �.057 �� #a�a,s�ss � .886 mooucr t+evts�a � ..�omWrMg w+m m.mata 2.328 p A��a unoc�Pio - aP .osz � 3� GLAZING BEAd 3/16"OR 114" .ees —�^�(���--� £"''i�«'°"°"° 1� 2.948 A40148,8083-T6 ���* er 3.448 � �i4+--r^�1.097 Mi �deProJuct 2.eae 1 '-`1 1.o�r a6 GI.AZING BEAD i8N8"1G .0� .L� 114487,808."i-T6 1 I 11 � .688 ����y LYNN Ml(��`����i . �� 4 ''�� NSE�.,�' !i H--2.'/8d T,p_ � ��:`,� '',.i� :� FLAN�E FRAME Sltl t�+���) 6$ BASH BOTTOM RAt�. (Hic,�+) 40 GLAZING�BE�AD�3/1.6�'OR 1/4" =k'� NQ,587�` �'.. �i �g #4050A.9083T8 � #4051A.8083-T5 _ * � (USED W/ORILL KIT} � �� � :."1���'• � � ���F� :�=W.`. JJ ttH7Tltt 8 NOCtG1NQE7Nt&SFlEBi' �� i"A '' $�PT� P;' � � ,oro�e��w«oara� � ExrRUSronrs ,o,�:•�..,fitQR�o,.�,�C�: F rc ti+aro� c � rJO cwwoe n��s sHEer naroo�.�a.zra � '�.t� �.. , Fx' zaror e � rrocxunrpenass+�+Eer P,Q�,� ALUM.SlNGLEHUNG WINDOW NDN-IMPACT '�,;��14NA�;<<` ftK: T,4� J.d �6Y1L� +�KOFtls.fl.b�27� Wilbb Betar sttaoo N8!l� 8 + t4 ��4Q32-2Q p A.LYN�IIuIILL��i,P.E. Ft P,E.1�58746 ANGHOR QUANTtTiES FOR If1 FLANGED WINDOWS TASLE 6, ANCHORAG�lVOTES: WGJOOW HEICtiH7 i. ANGkiOR TYPES: 1-1/A"ELCO TAPCQNS SUBSTRATE: 26.863 34.803 40.603 d6.803 52.6fl3 58.503 84,6p3 7g,ppp 2-1/4•ELCO SS4 CRETE-FCEX �-a�z sc�ws ANCHOR TYPE: a c� t� o U U p cs c� o U U r� � c� a c� U a � � ° S,� � N/���VV G'�$ f�j N O^!3 t� N f,��C2 t�E �,(�Z' r'(2 nI ��Y O� N Q°Q t�f N(�^G!�f N��(�(3' N Q"-'O 2��q i.OWtfN�QiMENS101+lS BASED 4N THE W�7'k! TYPE � t? U � E.: f., � � v � U �y v c� � U U � U tJ � GI U HEAD-78!i2"MAX.FROM TOP CORMERS B,D,F,G, 1 t 1 1 1 1 1 1 1 4 9 1 4 1 1 1 1 1 1 4 4 1 1 1 �aMSS-»�n'MAX.�RQM TOP COftN�RS -- - . _ �s•�unx.f�o�n saTrcx�n co�eas 19.125 H'J � 2121 2221 222222'222232222232223232233332233343333 g��px,gEt,pWM7(�.RAlI 1 ! 1 1 1 1 1 1 1 4 i 1 1 1 1 1 1 1 1 � ! 1 1 l S�LL�ANGHORS NpT R84UlRED A'���'i 1 2 t 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 3 2 2 2 2 3.INSTAtt PER 7HE AD,IACEN7 TABIE ANGHUR B,D,F,G, 4 '! 1 1 1 1 '{ 1 i 1 1 1 1 1 1 1 1 1 1 1 '1 ! 1 1 QuqNTiT1ES t}SING TFtE d�AENSl�AL CRlTERIA OF . . . NOTE 2. 2aoop H,J 7 2 'I 2 2 2 2 3 1 2 2 2 2 3 2;2 2 3 3 3 2 2 3 3 3 4 2 2 3 3 3 4 2 2 3 3�3 4 2 2 3 34 4 3 3 4 3 1 t 1 t 1 f 1 ! 9 1 1 1 1 1 1 1 1 i 1 1 1 t 1 1 d.DESiGN PRESSURE LAd1iTATfpNS; A,C,E,i �1 2 1 2 2 2 2 3 4 2 2 2 2 3 2 2 2 3 3 3 2 2 '� 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 S�7�BLOCKS OF THE ADJACEN7 TABIE WfTH A PSF 178 118 BOI.D ITALtG2ED VAi.UE A$O�THEM,iNOiCATE A B4O,F,Ca, Z 1 1 2 1 2 2 t 2 2 1 2 Z 1 2 2 1 Z Z 1 2 2 t 2 ��MUM DES�ON PRESSUR�WITN 7NE QllRNTITY l7F ANCHORB$HOWN IN BDLD,�E TD ANCHOR 32.000 H,J 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 3 2 3 9 4 2 3 3 3 3 5 2 3 3 A 3 4 3 3 8 4 3 4 3 3 3 4 4 5 3 3 4 d SPACUVCiLIMITA'170NS. Ofit{ERWtSE,THEMAXIMUM 1 1 ! 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 �SIGN PRESSURE FOR THE RESPEGT►VE SlZE ANQ q�,�,i . . . C3LASS 7YPE IS AVAILABLE. 2 Z 2 2 2 2 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 2 3 2 2 2 $ 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 PsF �oa ��r ��s B,D,F.G, 2 t 2 2 1 2 2 i 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 37.40Q ti,J 2 Z �Z22 ZZS23333423343429343 $ 238435 � 844453344453444 ��,�,! 2 'f 2 2 1 2 2 1 2 2 2 2 2 1 2 2 1 1 1 1 '! 1 4 1 2 2 2 2 � 2 Z 3 2 3 3 3 3 4 2 3 3 4 3;4 2 3 3 d 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 2 3 3 3 d 2 2 3 3 PSF 95 f06 120 B,D,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 — -- 40.D00 H.J 2 2 2 2 x 2 3 S 2 3 3 3 3 4 2 3 3 4 3'5 3 3 3 4 3 5 3 3 A 5 3 5 S 3 4 5 4 5 3 3 �I 54 S 3 4 4 5 ac.E,� 2 s s Z 2 s z 2 z 2 z 7 s 2 2 7 z 7 z 2 2 x z 2 2 Z 2 2 2 2 3 3 2 3 3 a 3 4 2 3 3 4 3 4 2 3 3 d 2 4 2 3 3 3 2 8 2 2 2 3 2 3 2 2 3 3 3 4 2 2 3 3 txSF �7 �9 t09 i�9 TABI.E KEY: B,D,F,G, 2 2 2 2 2 Y 3 2 2 3 2 2 3 2 3 3 2 2 3 2 2 3 2 2 {DP LINI(TED} d4.t�0 H,J 22222233233 $ 3d 33349533444 B 3b45353345453345484455 PRODUCI'RL'YISTiD 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ��'�� !!g +n armpiyiaa wi�h tha florida A�G,E.! _� _. _.._..._ _. _. _ . _._ . . _. ... __ _ _ -- -- HEAD 2 e�fm�cbm , 2 2 2 2 2 2 2 3 2 3 3 8 3 4 2 3 S 4 3 4 2 3 3 4 3 4 2 3 3 3 2 3 2 3 2 8 2 4 2 3 3 3 3 4 2 3 3 4 !( PSF Y8 119 80 t00 1f3 it�t 1f9 ��q� Z � ����D"'4,�d�6� NftG.RAJL B,p,F,G, Y 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 yr • �m�ct 48.tX30 H,J 2222223323333433344534454 8344 $ 4634d6463445574 d56 ��BEIOW 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ��� A,C,E,1 2z2222232323342334342334342339242833242333342934 �������� pSF 72 ?18 82 9Q !03 1Q3 118 1t9 (FUf.L DP) ``�. �LYNN A{��i �•��r HEAD 2 . pN,.,....... F,p : B,D,F,G, 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 ����2 � �h'2`;•'�G�NSg''•., * , 53.i25 H,J �22222233233534345435944546344454834A5483d �8 & 574558 �� � = `�' z z s z 2 2 2 z s 2 2 z s x 2 z 2 z 2 z z z z z ��k� No.587� ✓ q,C,�,+ __. .�. . _ _ _. _ ___.... __. _... _.... . _ .� _ ._ _. .___ ._ _ .. ,1ATlIB S�ELO�i � ; � �c�,,�„_ ;w 2 Z 2 Z 2 2 2 3 2 3 2 3 2 4 2 3 3 4 3 4 2 3 3 4 3 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 d 3 6 2 3 3 4 � : ,,��,� ,u �aamt a Noararrca�rmssrrEer °"""' =.°'���'., sinteof :'2�� ,crc�c�wo�.norwwe ANCFIOR/[GESPACiNQ, 911 WtNIX3Wa^ �.c�'••.,F�oR�o. �Cs. F.K: �anr c ruo�nusa�+�r r+aaNwe•r�a+r�a � ALUM.SINGLEHUNGW/NDQW NQN-fMPACT �`��SS/�ONAL,�`'�• F.K 244y7 8 B04061YRLtC1ZEDPL�8lZE8ANOMOO.NOTEt vA.sQtcts2i �,,,,� .,," n.rxa�. � A.IYNtVI�ILL�,p.E. f.K 7NA76 J.J. �lA7b H��K.R1�4274 Ytrlb�Betper �� Jy'/'g 10 + i4 �032-2ff Q FLP.E.N59705 ANGHQR ClUANTI"CIES POR$TANDARD VIEW AIVD RADIUS 70P PtANt3ED WtNtOOW3 TABIE 6. ANGEiORAGE NC}TES: WNVDOW HEIGHT 1. ANC}t4R TYPES: 1•1td"ELCO TAPCpNS 2-114"ElCO 5S4 CRETE-FLEX SUBS7RATE: 29.656 37.t55 44.855 52.456 59.655 87.155 74.B55 78.OQQ 3-#t2SCREWS ANGHOR 7YPE. o � c� p <,a r.> a v t> o v v c� ca c� o V c> o r.> V o V u W INDO W GLASS`� N 2 2 M Q N z,�x M O N z t z M N z�.a M Cy aa Z�a Z�Z m c? z z M z Z 2.ANCHQR LOCATIONS ARE eASED ON THE W IDTH TYPE �� U'U�y� U U��, U U�� U U�s�y N U�U�y N U U���C}r U���U�c? NEAR-�18�M{AX.F OM TOP CORNERS ASF 173 �!S ,IAMBS-1T 112"MAX.FRqM Tpp GORNERS B,D,F, 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 5"MAX.FROM BdTFOM CQRt�RS 19.125 H,J � e`MAX.BEtOW MT(i.RAit 1 1 1 1 11 22 2 22 222222232223233 2232 3 3223 233 3 2 33 3 332 3 2 Slll-ANGHORSNQTREflUIRED A,C,E, 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 � � � 1 � � 3.INSTAl.L PER TNE ADJACENT T,48LE ANCHOR C''�� � 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2�2 2 2 2 2 2 2�2 2 pUANTiTIES UStNO THE CSiMENStONAL CR1T£RIA OF pSF 90 118 103 119 NoTE x. 8,p,P, 1 '1 1 1 t 1 9 1 1 t t i 1 1 t 7 t 1 i 1 1 1 1 i z4.00D H.� 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 2 3 3 2 2 3 3 4 3 3 2 43 3 3 3 2 4 3 3 3 3�2 4 3 3 3 8 2 3 g 4, DESIGNPRESSURELIMITATIQNS: SIZE BLOCKS dF THE ADJACENT TABIE WITf{A A.C,E, 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 Bot.D ITI�t.iOiZEV vAt.VE neOvE 7HEM,INDICaT6 A �,1 111 t 11222222332232332233222232222222222222222222 �������SSUREW17H7HEQUANTlTY PSf 88 1!1 77 9!1 179 QF ANGFtQRS SH4WN IN BCK.D,DUE TO ANCHOR SPACING LIMITATIONS. OTHERWWE,THE MAXIMUM 6,D.F, 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 1 1 DESI4N FRESSUi�FOR THE RESPEGTIVE StZE AAf4 32•000 H�� 1111 11 Z222223323 33433343d4 3 3 544 4 324 344 3 243t 43248 a�$&7`YPEtSAYAtt,AeLE. laC.E, 2 1 2 2 1 2 2 1 2 2 1 2 2 4 f ! 1 1 1 1 1 1 1 1 �<< 1 # '! 1 1 1 2 2 2 2 2 2 3 3 2 3 3 3 A 3 3 3 4 8 3 3 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 P5F 39 9Q Q7 9A 109 119 8,D,P, 2 ! 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 1 2 2 1 2 �7,ppq H,J 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 3 3 3 4 4 3 3 4 4 4 S 4 3 5 4 4 4 3 3 5 3 4 4 4 3 5 4 4 4 3 3 S A C,E, 2 1 2 2 2 3 2 2 2 2 2 2 2 1 2 1 1 1 1 1 1 1 1 1 �it 111111222222332 PSF 54 89 82 89 101 113 1t8 B.D.�'. 2 2 Z 2 2 2 3 2 2 3 2 3 3 2 3 2 2 2 2 2 2 Z 2 2 40.�A ��� 1 i 4 i 1 1 2 2 2 2 2 2 3 3 3 3 3 9 A 4 3 3 4 d 5 5 4 3 5 4 4 4 8 3 b A 5 5 4 8 5 4 5 4 4 3 5 4 A,c,E, Z z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z z z 2 2 2 2 2 TABI.E KEY: G,0 i 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 b 3 3 4 3 d 3 3 3 4 3�3 3 2 2 3 2 3 3 2 2 3 2 3 3 2 2 3 2 PS� 49 &? 59 8t 119 92 !02 !!7 !!8 �Dp��p� B,D,F, 2 2 2 3 Y 2 $ 2 3 3 2 3 3 2 3 3 2 2 3 2 2 2 2 2 44.00Q H.� 1 41111222222533338443344554355d54354554354554354 �'PS� �1T raaaucraBnseu � 3 q canplYi�with�M Ftatdr A,C.E, 2 Z 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 a�v� ��C 1111 11 222221' 3333333433 $ 34d 3343 332233333233333233 `���� 33 ����i,n�ae ~ 6 PSF 45 T4 5i T4 119 84 94 107 109 1i�t ��''�� B,D,�, 2 2 2 3 2 3 3 2 9 9 2 3 �i 2 3 3 3 3 2 3 3 2 3 JfiN16 BEtOW M n.ao rroauM 46.OQ0 k.� 1 411 412222223333334444d466445555d35d55d355554354 ��'�'� A,C,E, 2 Z Z Z Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 Z ��� f 1 f 1 9 t 222222353333343333343343332233333233333233 �F�-�-�P� �����! PS� 4? 67 46 8T !!Q 78 83 1i9 87 98 !!x HEAD 2 ��.•�o�y�t �YNN Mr�t�o`�. : �'�;�•'c�se�'�:F�P . s,a,F, 3 2 2 S 2 3 4 2 3 4 3 S 4 2 3 3 Z 3 3 2 3 3 2 3 JAMB ABOYE 3 2 `�... � ., *� 53•125 H.� '1 '! 9 1 �1 1 2 2�2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 4 4 5 5 5 5 d 3 5 d 5 5 d 3 8 5 5 $ 4 3 8 5 MTG.RAIL. �*; �Q5g�05 A,C,E. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JA1�BELOW = ; ,r,� ' G�� 1 t i i 1 1 2 2 2 2 2 Z 3 9 3 2 3 3 3 4 3 3 3 3 S 4 2 3 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 2 3 3 MTO.RAN. f„g�. t0�p('�j:��` �;"" a�rnr '"""o""R nb��rr�ssr�eT °~�^~ :?o�•. sTATEO� ; �: tOroY�,,,�,�.� ANGHORAGESPAC/NG STANOARDV1EW • .�c�'�•• FcoR�aP•�`��,� Fr� snaor c � Moc�wa�nus�Fr rwroa,ae,asrra ALUM.SINGLEHUNG WlNDOW NL�N-tAdPAG7' '��''cSS�ONA�41��`� F.lG ?kWf 8 80LD6RR41CJ2EIN+LWI7EOB/2E&ANOMODi.NQTE� P.0.lpX1117A ���� wiw�,re°._..• �.+.� wwrx. � t � � F.K. 7/b0� J..�. �tAS ��.Ft3427i BtWOO NTS !! rt !4 �U32�20 p A.LFL P.I��ETi,�P.E. ANCHOR QUANTITIE5 ABOVE MEETING RA14 HEAD&JAM6S CUSTOM FLANGED WINDOW HEIGH7 MINU8 SASH HEIGHT rns�e r. ANCHORAGE N07ES: WGdOQW HE�tf tt�INUS SASti HE�HT FROM T lE 6. 1.ANCHQR TYPES: 1-1l4"ELGO TAPCQNS SU95TRATE: 17.126 22.668 28.211 33.7 4 39.298 A4.839 56.352 55.925 2-1t4"ELCO SSd CRETE-P�EX ANCNOR TYPE: a � U o U U o c> U o c� � n c� u QQ U � Q U t� o V U 3'#�2 ScR�Ws WIt�?OW G1RS3��N U�-p���`�U�U,f�N��U���s U r-������-u���t U.-��}y c�t,�,.-���c���u 2,ANCHOR G,OCAT14N8 RRE BASEQ ON THE F�i.OWi{NG WIDTH TYPE �> � 3� � DiMENStONS FOR ABOVE TNE MEETfNG RAit: PSF HEM-181/"2"MAX.FROM COFtNERS - — q._ .1__ _1... 1 1_.. 1_._,.� _..1 1. .__... JAMBS-771/2"MAX.FROM TOP CORNER& �N,'•,�. _�_....�_._� �2 __�_ ...�__-z_. .�_ 3_ _�..� _..�_ �.. 4 4 �3 4� 4 3 5 5 4 6 11!!2"MAX.RBOVE TtiE MEETlMG ftAiL 19.125 � i 1 � 2 2� 2 2 � 3 3 �l 3 3 3 4 4 3 A 4 3 �a 4 A 5 3.INStALL PER 7HE AoilACENT TABLE ANCHOR A,C,E,1 —;- �-. .i. ..� �.- -� �.- •� � � Z 3 . � _� . .� .� � � � � x � � _ � QUANTITIES FOR ABOVE THE MEETING RAIL USING PSF THE dIMEM310NAL CRITERIA Qf NOTE 2. USE TME _ SASH HEIGH7 7ABlE ON THE NEXT PAGE TO ' � �-- -- > > �._ ..� .�. � CqMPLETE THE ANCHORAGE RE�UIREMENTS FOR ��� _.�......�.._.._.,.�..._2..._2 �... 3.. ..� .._�......�.___,�_..� ....4 ...�... 4... .�. � ..�_.....�.......4.. _��.__�...._4.._. 8 CUSTOMVIk"1NWINWWS. 24.0� � _.�.._ .�_..._.i.._ .�. .�.._. _.�_..��._..3_._.4-- --�---4- °4- --$ ..4 ._�i .3_ 5 -� 4 �. .4 q � ( 4.AVAILABLE SASH HEIGH7S FOR CUSTOM VIEW A,G.E,1 _ . 1 ,_._ 1 1 7 .. 1 1 1 1 yy�N00W8 ARE 12 6J6" � �'--�--•�----f-�- -�-----�----�..._..�__ __�._ �__._�.__.�.._._,�. __..�....�...__,�..._.;. _.�..._�_._..�. MIN.TQ 39"MAX. PSF �H���...�.__...�.._.�._.._�..,..�.._..,�...._s.._..�----3._....4..---.3._..T.._�.. _a___.�_._�_. .4_. 8--..8.....5- ---�._....8 �..5---�• 5.DESIt3N PRESSURE LIMITEO: �� 12E BL OF T ADJACEN7 TA84E WITH A BOLD p __.__ .. _� ... _ _._ .. � —--- ------- f7Al.IGIZEb VAi.UE ABQVE THEM,IND�!CA7E A MAXIMUM t �" i'- -..�._.._2...__�... -.3-- ,�._...3. �_..-�° -�� 5� 4' 8-�� 4• �-- �-5-••-4 -4�'- � 5- q �"" DESSGN PRESSURE WiTFi THE Qt7M1T11Y OF ANCHORS A,C,E,I _. � - SHOWN IN BOLD,DUE .�_....�_ ._�- -.�.--..-5-_.3._ ._3. ..�.. .� . ..� ._a 3 4 4` 3 �{ 4 S � � � � 70 ANCHQR SPACINl3 PSF 4�+ltTATlOAl3. OTHER- �H����.._.�.._�__--+�-• -�-�-�----�._....,� __ .�_...�_--;--....�. ..4._...�....�..._-6 g -T- -�- --$ -�- W{3E�THEMAXtk,iUM 37:000 FGR GHE RESPECT'IVE � _�._ _-�.__-�.....�..��_...�..._�._... ....�_ ..�..--�-.._.-�--....�.._.�..._.,.a_.._ ..�_ �.. ..�.. .� . ..$.. .�.. d . .-� ' Si2EANDt3lASSTYPE A,C.Ed - - -- - "`a —�-- -;- -$ -�- . .�� -T � '_� _ �._ ISAVAiLA6LE. PSF , .J. �,_ .i.....�.- -�- -+�--. . � �.. _�.. .�-- ��_ _�_ .._..�. . _�.._.�__-$-- -� --7. --�_.--�-- -�.. ao.000 a .� _�_� _a___ .� �.' �._ a.o.e.� _i" '.�'. '�' _.� ..�. _3_ "�'__._ .�"_�.- _3" T'"�' - - ..,�.. .�_.._..�_ �.. PSF 1 'H'�' -- -. ..�"2 ��3 �3 3Y� � '� � � _.5�_� b � ���� 6 � 44.tkM Q 3 PRODUCTREYISED _�...�.. _.�_. ..�......3.__.�_. _.3._..�_�..__�.. �._ _�._..�-� �-- --�---8-• --g- -�----T- g- -a �•- TABLE KEY: ��Mr�,�u»��a. a��w�a� � A.Q.E.1 �.....�.__ .....�_,.. ._.. ._. .... _.. _;..._.�...._. ..�. .�....-•;---�.. ..�... ..a..__� ...�. _ ___�_ -� ._a-. �`�`°� ~ lb p� {DP LIMfTED) . ��� -�•- - •--�- -3-- ��- -�----�"_�-..3� �__;T �--3`"-�-- �-._.�_.-�• -�------�.. ---�-�_+�r-----�-_.�.. ..�. MAX.pSF tf2 tii�na .ee aoauee 48.000 � HEAD Z ---j- � _.�.. _ �._ .-� _3.. -, �--� -� 3AA+�ABOVE 2 A�G�E,I -�--� ---�---• -� _.� '�.....�. .'�. _�_,3__� Z_._�.�...._.�_.�_�.__�._.._�.._ MTG.RA� r������ PSF `�.��y 4YNN Mk�F��, H J��-�- T�'1� �� 3 � 3 ��l��4 �`�i '�3- $ �7 6 7 5 {FUCI.DEP) :,t,�A�?ytGtiiiSE��'•,p�:{' I 53.125 � HEAD 2 : �'� No,5B1p5 •'• % ....�_._..i....._�...�._.._.�... .�.--_...3._..�.. ._;....�. _.�_._a. _..a.....,.�_.._,�..__..�..�_�__.-�..__b...._�__�_...�___.�._ � _�; : - _ n,a,e.►_ __ 2 z. �.. z s z . z„_s_ .lAMB n9avE a _ : '. *.�-�-.-; �; _i' .�".....�._ �..�_....�._.._�_ _.�_ �. . �.- --�-.. -�-• -�- -�- -�---�----3_-�" 3" .� �." �.' �.. '..�'" luTTG.RAN. ; : Zl 4+�o telt1 ��,: .0 rc�»rni o nEncxcenr�n�rser,�r '"""' ';�p�''• s�"`�°P:`C�=: �oraha+na.aaronn� ANCHORAGE CUSTOM VIEWABOVEMTG RAIL .,p�•...,��oa�4••'�. F�c vtanr c Hocrr�en�ssar+�r NpC01"°��"270 T q�,UM.SlNGLEHUNO WINDOW NON-lMPACT rf`'J��S�pNA��'�� fJG 7AL07 6 AOLD6fTALKYZEqPLpNlTEp917f8MbAfOD.HOTE6 r.O.eqxteaa F.K. TNAb ,�,t R�"1lAM ►�O�tOMIS.�S�271 l/Artb(yB�taer ,�po0 KTS f2 + 1t ��.,Z'p p ALYNI�IIuIIL P.E. FL P.E.#58705 y D '� }t �t � (,o'o m � o ..`"i ,�'' a eo �� W Z � o p 6�xv� C� � � p � O O O � N �I Q O� S q p O O O O S � S � � � � � „ � . , � . , � . � � � � �� O � � ,y, A � ? �N�°app o�no�iap �a o�pa ��gcODi�p� �iP°i�ioo �'S���ipp ���2°n o0 oao�loo �� . � 2222 222 222 222 22� 2�.. �'3 i m n � p N a a D�N N N a D ,N N N a S a N N N S a D N N N a s N N N N a N N N N+�-+N N N �D � �� zd � 2 N m � +fJ N N N N+�N Af N N+�N N N N++N N N N +N N N+ +N N N� �N� � V y � � � � W � � a � � m � N N N A a s N N N�D a N N N N a A +N N N�� N N N N� �N N N N N +��N N N +� -�-� N N � r {�� �i � ZZx22 Z?.ZZZ Y222 Z=ZZ ZZ?.T. ZZ'T. _a 2 �.�NNNN Z3 '� m y � ^�DLDS> NLSaL� NN>DaD^�^�DLaD ^'aaaaNN^�D,L NNNNy �p 3 � ' z � rn � T � N N N N�s +N N N�s �N N N N A�N N N N N -+N N N N +-�N N N N + +N N N + +�+N N � �I i � ' Q � N N x x Z Z N N x x 2 2 N N 2 2 x Z N N N 2�'Z N N Z=_ �N N N x Z +N N N N N +�N N N N �� � aass aaas aasa aaa aas sa � 2222 2222 222 22 I 2 �'3 � ��DLLDN�sD�sN�fOsaaNWW°'sa �NWWW� NN4/tOW41NNNNWW �NNINNN �D r , I � N N W 41 41 a N N N 4�fI f0 N N N W W W+N N N W W IN N N W W�N N N N W ++N N N N � �N N N C�� �I ' � � V � � � � N 4 W�;� N W W D;�N N W W�D N N t0 41 t�s N�N 4t tJ�e�t N N N W tJ t� +N N N N N �N NIN�N N N � ; �3 A � fJ A a a a s �w A+,,w W w A A a N m tJ��. A N�W W W A A N 4�G�4�W W N N N N W td N N NiN N N �O N a � 2 � � � N N l.�4s A� �J N W 41 W!. N N 4f 41 4�fn N N N W fd W N N N 4s Y 4� Af 1.f N N 41 fd N N N b N N N N N N N N � V O � � l � � y � , � � � � W(n t tly y ro w w A �A N to W.�A t N m W 4��♦ N W W W Of� N N W w W W N N N N N W N N N N N N �C = 9°� 2.3 � � e�H� I� 4�A I�o�s a fJ 4a J.A q� to u A A tn tw 4s tJ W J.tl�O 4s W 4t�+a� N W W 4t A 1A N N IIJ W W W N N N IN N tJ �D m �a �� � ; 2 a � � N 41'W��L N 41 W W�� N N W W W 4i N N W W 41 W N N 41 41 41 lJ N N N N W 41 N N�N N N N N N N N N N � V �+ � °' v zD 41 W A A N�tl� W W A+a O�W fJ 41 t t N N W tV 41 A J� N W 41 fO t a N N tY tY W� N N�N N W(O N N N N N N � O � � t zs � � [Aa�a oyy W a AN 0 W WfO�O�mmIJW�J.tl1 q W4141 q T Nt04f�atl1 NN�N41 aA NN NN 441 �� W N y I� N 4f I W��� N W fJ W O�N N 41 41 W A N N W t0 f0 W N N 41 W W W N N N N W m N N�N N N N N N N N N N �� v O W�'J.{11 W� W 4/�i11 Q�W 41��O�Q 41 W W�N q N 41 4/��O� N N W W J.� N N'N 41 W 41 N N N N N 41 �' � Z n� ' N � �� �� • ' 2,3 n � �. (p t q 0/V V W�O��O V W t O�tl��A W W A Oi N O 41 W�O�q 0� N W�A�O� N N�W W A A N N N W tI W �� (A _ y T 2 O = Z � 4/W(J+A tli W fd 41 4�A A N 41 W W A A N W fa 41 41 N N to W(v J� N N N W 41 W N N;N N N 4t N N N NIN N C�� � � 3�� m � I � I � � -� �+q p p r (�W�.(r p�u�n+a a a w w A !.fT N W m A N O� N N fJ�A A N NIN W fJ A N NIN N W W � � � C ; 2,3 aal�wm.�.+t.+a�ma./uaau�mar.+ma�no� u�a�nUa raua�a�w an�!�.smaa ran�wawww �0 u � � � i � 2 � � • -1 C fJ W�W A A N W W N A J.M N N W 41 A A N 4t W fJ A N N 41 41 W� N N N W 41 W N N N N N w N N N N N N � � � ` � m 2 � � r O W 2.tT�0 J W W A tl�Q O�41 41 A N T W 41 41�u M fJ W� t tr N N N 4i t J�t N N N W W♦ N N N N i�4� m O C�� � ` � ap�2 � c.. � � � � �11CCAw ��TD y Z sp � D m�m� OOIOlA�� fll T¢Z Z (� N i � �� � v�,v== oof�ia � �'�op = 2 c i � N om m ��°>m ��=��F D�� g� � � m� v x- � �_ � a � �00 T` �_ mm� z Z ]S�� �� � "�Z�>°� �mm�'O�p =o�,�c�v_� m t�il O�y G �mZD� m=j�Am y�� mp yZ ;a �Sf��^ v0inrn �m��m zpm �an�... `���t�uir��i��� T��Np �z - � D r0 O O y�+ ��� -I ����d * �,i� �g =�a�g �ymo-� zOZ�� ,`�i m�� y� N�nAA � y `� .,. ...�'l�y�� 6 �n�� �p m ��iniz p�p �a C��m ��:�i:' p '•°y °��o �m�y m�m-+ �p o�i, moo 9���:' o i+':< ��e�< °r°mZ� mzmr;ny m3g �o �m-� N <- � �- mm � w oc>P m m> m���^ 'r Z'Z- � y ���� pmD�r � pZ nn �rZ:A m� � "�Z- �� ��m2 Om zm Z O g��.o �^ ° n':3- � �m�� co�'OAz m �i 7rt01z .9 � .•� °. S �-i pZ2 n .� =t�l mU) �m '�'/� . . ... " -A�.: o m i� mDm�p y m � •,�G'jNFEF2 •'"*���. 4` �n m �m N X ���ruiii����� y EXTERIOR 1NTERIOR� NO7ES: �A4L HEAO AND S�LL DETAlLS 1•Ft?R GONGREfE APPUGATfONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY � APPR4VED 114`EI.C4 TAPCt�1S OR ilA"SS4 GRESE�IEX. MlNtMl1M DISTpNCE�it4M CONCRETE ANCHpR ANCHOR TO CONCRETE ED4H IS 1 314". 3.35 iCS!MIN.CQNGRETE� {3EE NOTB 1) 2x WO00 BUCK yyQpp q�}{pR 2.FOR WOQD APPLICA710NS IN MIAMI•DADE CqUNTY,USH#12 STEEL SCREWS(G5)OR � {SEE NOTE 3} {SEE NOTE 2} 31d�SS4 CRETE-FI��JC. 9,W4)00 BUCKS DEP�CTED IN THE SECTIONS 8N THiS PAGE AS 1x ARE BUCKS WHOSE „�:, TOTAI THICKNESS IS LESS THAN 1 1/2'. 1x W170D BUCKS ARE OPTIONAG IF UNIT CAN BE �•� �,...;• .'�� •• �1 3t8"MIN.,4t4"7APCON INSTALLED OIRECTLY TO SQUD CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" '..':,' .. ' +�°, A�.3/4'MIM.,114'CRETE-FL£X TNtGK�2 GREATER. INS1At1ATi0I+170 THE 3UBSTRATE OF WOOd SUGKS TO BE OPTIONAL 1x � ��` � WG1pD BUCK � M�N" ENOINEERED BY 07HERS OR AS APPROVED 9Y AUTHC�tITY HAVINO JUWSOICTION. 4.POR ATTACHMENT 70 ALUMINUM:THE MAT@RIAL SHAL4 BE A MINIMUM STRENGTH OF {SEE Nt}TE 9) Sp83-76 ANQ A MINtMUM OF 1!6"THICK. THE AI.UMINUM STRUCTURAL MEMBER SHALL BE 1/4" 114, OF A St2�TO PR8Vt0E FUU.SUPPOl2T T{}THE WiA1DOW FRAME SIMII.AR TO TNAT M/{x, � SHOWN IN THESE OETAlL3 FOR 2x WOOD BUCKS THE ANCHOR 3HALL BE A#1Z SHEET �{�M $�M METAL SCREW WITH FULL�NGACiEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETA�I.A DETAlL B k1ET,THE RESPEG7IVE�SICat3 PRE&SURES AND ANCHORA(3E SPACINO FOR TAPCpNS MAY BE U3ED. TYPICAL FLANGED HEAD ANCHORAGE 5,ANCHORS ARE NOT RE(]UIRED AT THE SILL pF FLANGED UNITS. 8,FLAT HEAD ANCHORS.WHERE REQUIRED,MU$7 HAVE tY12 TRIMFI7 HEAp3. 1 7/4" ��" �.�����S,INClUOIN{i BtIT NOT I.Jt�11TED TO STEEL SCREWS,THAT COME 4NT0 CONTACT '�'� �{ WITH OTHER DISSIMtLAR MA7ER�AL3 8FtALl MEET THE REQt1IREMEFITS OF FBC, 1!4"MAX SHIM—�-j 4---� M�N� i�q�MqX,gF{�pd� l.•—M�N' CURRENT EDITIqN,SECTION 2003.8.A(SUPPLEAAENT 2005). I '�'. CONCRETE lWCHOR� WOOD ANCHaR . ,± FH�IOW MEETINC� FFi BEtOW MEETINC3 RAII..(SEE NOTE 2) RAiI.(S6E N07E 2j .• •: 3.36 K51 MIN.CONCRETE IN7ERlOR *..;. �2 S.5}{St MlN.CMU (All.iAMB dETAtk.S} � • XTERIOR 1x 6UCK OPTi{?NAI.WITH SOLIO CONCt2ETE � SUBSTRATE{SEE NOTE 3) DETAIL C DETAIL D TYPICAL FlANGED JAMB ANGNORAGE va• nnnx. f-- SHIM ��� WOOOFRAME M�• " ��BHIM eROT�[iBViSSn � WOOD FRAME u ean „�,,,.��� BuiWin�Code �F'�� .131`D1A.MIN. � AEx�at�� � 16 x 2 i/2'NA1l, .131"Dlq.MIN. AT CORNERS By AND 5"O.C. M�aai t x 2112"NAIL, WOOD FRAME ATQORN�RS � AND b"O.C. �I� .131"DIA.MIN. �°aax• as y��s ``��.o�y 4YN$M/(��,�i,�. SHIM AND!S"O.C. ` ,�Z`,.'4�GESi E ''.`�: DETAIL F,(HEAD) DETAIL E,{JAMB) DE7AIL G, (SILL) =.k:�� Na•�7� ^ TYPICA�WTEGRAL Ftht ANCHORAGE 1,���, (h• �e 1a`�t c w: .0 ronmt a rio ararro�mrs� °"'*'" f.p •., st�sE oF r'2� ,oro�.osvawe AMCNOF2AGE DETAl45 ;0,�••.,,F}oa�o��',�C?= �� �� c ��E��� ��'�� � ALUM.SINGLEHUNG W/NDQW,NON•IMPACT �`'��`���ONA�;�'' F.JC ?AW7 B 8PEClFY CURRENTEDRfON NQTE7. P.O.BQpctbla , � F.1G T,+AfiM dJ. �Xx6 ndtCM�s.a�4 Wifb(r8setn d�xc+D N7u i�l « i� ���A92',?D p A.LYt��IIILL�,P.E. Fl P.E.f 58706 Florida Building Code Online Page 1 of 2 . � � �� ��� � � . .� _ ?` " �y ��� •'.� '�Y:=� '�i «,�=..�;ak " � :,a p ,E.: .. „b, v <� `�� tt'. „T,4 a a E � �@ ,�� $ a ¢0', ;:�^°:�" :�;;� ',:,�'"'i ��,�:a , . .. . <.. x, :� ,.:.�.�. �=a �^�.;s^ ,;�=�, , a�, , .��;� V;�; .���,:> "; "'�" �'""��s"` s� _t< �"�" "", rw:"<. , ��, �,w...,...�.-,:� .:,:,. .,�; -�,. s-. ,r�,., ..,.��,. �� . , �'r�+}',:.,<��°iv ��:, i.�'�,;,��><_�:� ��r���,���r�,a�����` BCIS Home ! Log In User Registratlon ; Hot Topits�? Submit Surcharge � Staks&Fads � Publications i FBC Staff � BCiS Site M00 : Link5 t Search i Busines '� ��V���J�V��� T»"� � 5ER vubipPproval R��U���1�7t1 ���� Product Aoqroval Menu>Produc�or Aovlicatlon SearCh>Aoolkation List>Appliptlon Detail "�"°-�..�,?;:`r�.���—:��`.�� �����;;'''`'�:�';,'�����.� n.� n,a:,,,.a,,i� .� FL# FL261-R6 � Applicatipn Type Revision Code Vers3on 2010 Applicatfan Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Cammtsslon if necessarY. Comments Archived _, Product Manufacturer PGT Industries Address/Pho�eJEmail 1470 Technaipgy Drive Nokomis,FL 34275 (941 4$ - x druark@pgkindustries.com Authorized Signature Jens Rosowski jrosowski@pgtf ndustrtes.com Techttical ftepresentative 7ens Rosowski Address/PhonejEmaii 1470 Technaiogy Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrasowskf @pgtindustries.com Quality AssurariCe Representative Address/Phone/Emaii Categary windaws Subcategory Mullions Comp�iance Methpd Certitication Mark or i.(sting CertiFlcatior�Agency Miami-t?ade BCCQ-CER Vafldated By M(ami-Dade BCCO-VAL httvs:Ilwww.floridabuildin�.or�Iprlpr app dtl.aspx?param=wGEVXQwtDquaucolwmuGtbIFAQLK:HcHzUlC�zni�Bedi8%3d 6l11(2014 Florida Building Code Online Page 2 of 2 Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/19/2011 Date Validated 12/19/2011 Date Pending FBC Approval Date Approved 12/27/2011 Summa of Products FL# Model,Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum/Vinyi Mullions Certification A enc Certificate Approved for use in HVHZ:Yes FL2b1 R6 C CAC '11-0922.O1.�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes OS/26/2016 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance(NOA)for product FL261 R6 II 11-09Z2.Oi.odf performance information,and mullion clip anchorage details. Verified By• Miami-Dade BCCO-CER Created by Independent Third Party• Evaluation Reports Created by Independent Third Party: Rack ftlext Contad Us 194Q North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer Coovrtoht 2007-2013 State of Florida. Privacv Statement.:AccPSSibilitv Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-remrds request,do�ot send electronic mail to this entity Instead,rnntact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuan[to Section 455.275(1),Florida Statutes,effective October 1,2012,Iicensees 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 ofFlCial communication with the licensee.However email addresses are Oublic record.If you do not wish to supply a personal address,please provide the Department with an emall address which can be made avaiiable[o the public.To determine If you are a Iicensee under Chapter 455,F.S.,piease click h re. Product Approval Aaepts: � � ¢heck � iCCUFiI'!t I:�tilf CC' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbIFAQLKHcHzUIGmiXBedi8%3d 6/11/2014 M IAM I•QADE MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,EIQVIRONMENT, ND REGULATORY 11845 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE AD1ViINISTRri'1'ION�Il/ISION T(786}315-2510 F(785)315-259R NOTICE OF ACCEPTANCE ND �+�w�Y.miamidatle.�oY�a��•a/ PGT Industries 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under tha applicable r les and regulations governing the use of construction _materials.The documentation submitted has bee reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami D e County and othsr areas where aliowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be vatid after the expiration ate stated be]ow.The Miami-Dade County Product Control Section(In Miami Dade County)andlor the AH (in areas other than Miami Dade County)reserve the right to have #his product or material tested for yua ify assurance purposes. If this product or material fai[s to perfoxm in the accepted manner, the manufactu er will incur the expense of such testing and the AHJ may immediately revoke,modify,ar suspend the use of such product or material within their jurisdiction, PERA reserves the right to revoke this acceptance, i it is determined by Miami-Dade County Product Control Section that this product or material fails to mee the reyuirements of the applicable building code. This product is approved as described herein,an has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Z e. DE�CRIPTION: Series"PGT"Clipped Ext ded Aluminum Tube Mullion-L.M,I. APPROVAL DOCUMENT:Drawing No, 63 OJR,titled"Impact-Resistant Aluminum Tube Mullions", _ shests 1 through 22 of 22,prepared by manufac rer,dated 08l29/11,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Pr duct Contro3 Revision stamp with the Notice of Acceptance number and expiration date by the Miatni-Dade ounty Product Control Section. 1VXISSILE IMPACT RATING:Large and S all Missile Impact Resistant LABELING: Each unit shall bear a permanent labe]with the manufacturer's name or logo,city,state, modellseries,and following statement: "Miami- ade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered er a renewal application has been filed and there has been no ohange in the applicable building code negat vely affecting the performance of this produot. TERMINATION of this NOA wilI occur after the expiration date or if there has been a revision or change in the materials,use,and/or xnanufacture of the roduct or process.Misuse of this NOA as an endorsament of any product,for sales,advertising or any oth r purposes shal]automatically terminate this NOA.Failure to eomply with any section of this NOA shal]b cause for termination and removal of NOA. 1�DVER`�ISEMENT: The NOA number p eceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displ ed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTiON:A copy of this entire NOA sh Il be provided to the user by the manufacturer or its distributors and shal]be available for inspectio at the job site at the request of the Building Official. This NOA revises NOA#10-0819.05 and con ists of this page 1 and evidence page E-1,as well as approval document menti�ned above. The submitted docunnentation was reviewed by Manuel Perez,P.E. MIAMI•DADE COUAITY NOA No.l�-0922.0� .,� � Expiration Date: May 26,2016 Approval Date: December 08,2011 Page 1 PGT Industries NOTICE OF ACCEPT NCE: EVIDENCE SUBMTTTEI) A, DRAWINGS 1, Manufact�,trer's die drawings d sections. 2. Drawing No. 6300JR,titled" pact-Resistant Aluminum Tube Muilions",sheets 1 through 22 of 22,prepared by anufacturer,dated 08/29/11, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports an: 1)Air Infiltra ion Test,per FBC,TAS 202-94 2)Uniform St tic Air Pressure Test,Loading per FBC,TAS 202-94 3}Water Resi tance Test,per FBC,TAS 202-94 4}Large Miss Ie Impact Test pex FBC,TAS 201-94 5)Cyclic Wi Pressure Loading per FBC,TAS 203-94 6)Forced Ent Test,per�BC 2411.3.2.1, and TAS 202-94 along wifh marked-up drawin s and installation diagram of clipped aluminum mullions,prepared by Fenestr tion Testing Lab,Inc.,Test Report No. FTL 6443 (samples A-1 thru E-1),dated 02/28-11,and addendum letter dated OS/OS/11,all signed and sealed by Marlin .Brinson,P. E. {Submitted under previous N A #10-0819.OS� C. CALCULATIONS 1. Anchor verificafion calculatio s and structural analysis,complying with FBC-2007 and FBC-2010,prepared by anufacturer, dated 09124I11, signed and sealed by Anthony Lynn Millez,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of rmitting,Environment,and Regulatory Affairs{PERA.). E. MATERIAL CERTIFICATIONS - 1. None. �'. S�'ATEMENTS 1. Statement letter of conform ce with the FBC-2fl07 and�'BC-2010, and no financial interest, dated June 46,2011,signed and sealed by Anthony Lynn Miller,P.E. 2. Proposai#10-1070-R issued y BNC to PGT Industries, dated Oi/07/1 i,signed by Ishaq I, Chanda,Product Co oI Examiner. G. UTHER 1. Notice of Acceptance No. 10 Q819.05,issued to PGT Industries,for their PGT Series Aluminum Clipped Mullion L.M.I.,approved on OS/26/11 and �ing on 0�/26/16. u 4 M ue Perez,P.E. Product nt 1 Examiner NOA No.11-0922.01 Expiration Date: May 2b,2026 Approva!Date: December 08,2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL GENERAL NOTES: °���� x€ MISSILE IMPACT-RESISTANT PRODUCTS �)pETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADbITION TO ANY ANCHORS REQUIRED FOR THE ��� 6 GENERAL NOTES. ... 7 FENESTRATION PRODUCT INSTAILATtON.TYPICAL APPLICATIONS ARE SHOWN.EACH SIlUATION IS UNIQUE AND SHOULD BE �- INSTRUCTIONS.............. EVALUATED BY AN EXPERIENCED INSTALIER FOR THE BEST INSTALLATION METHOD.OPTIONAL 7X OR 2X WOOD BUCKS IF USED, E�EVnT10N5.... ... ._. ... 7 ° � FIOURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. Mu�l7o 2X wo0o.... ... p �x° MULTIPLE OPEMN(i WIDTH FOR VEiiTICAIMULI���'� AILCHE9 TOBE MULL TO 7X 8 MASONRY. .,..,.2 a V MULLIONS � / -� SEE DETAILS ' �cRieeo iNSioe p�7}�E TYPE AND NUMBER OF ANCHOR3IS CR�TICAL TO 7HE STRUCTURAL PERFORMANCE OF THE MULLED UP11TS.MULLIONS INSTALU1TpN NOTES.._. .-.2 d RECTANGULAH MULI TO MASONRV.......................3 A-D,G,H; I HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEEb TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHAIL SHME MULL T03TEEL STUO. 3 SHEETS 23 NOT HAVE A OAP OF MORE THAN 1/4"FROM THE CLIP. ��} -- -- —- MULLTOMULL. .........................3 ANCHORSPECS. ._. ._.3 � y y� i i� �i i J��`� 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ALTERNATATE CLIPS....,.._. ....4 O i i \��♦ DESI6N PRESSURE.MULLtONS ARE CALCULATED TO OEFLECT NO MORE THAN U1B0.THE�/3 STI3ESS INCREASE WAS NOT USED 0AY MULL MSTALtATION. .4 ���// � //��\` IN TH19 ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.726 MULL 6PEC3........._.6 J 1 X 2 X.376 MULL SPECS. .8 / \ 1 X 7.76 X.376 MULL SPECS._. ._7 / \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILI7V OF OTHERS AND IS BEYOND 7HE SCOPE OF THESE � �� INSTRUCTIONS. iX2.76X.66MULLSPECS.... .6 Z � SEE OETMS ,1� 7 X 3.126 X.600 MULL SPECS. .B W Q O SHEE S 2 3 / I / ��I / SEE DETAILS 1%4 X.126 MULL SPECS. .... 10 m h M 1 A tF�U c; 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY 7W0 ADJACENT FENESTRA710N PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.376 MULI SPECS.... 11 � � � 1 ����-- srieers 2a ANCHORAOE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 27.FOR MULTIPLE UNITS,CANSIDER 126 X 3.7BB X 286 MULL SPEC5...12 � �� � i 1 I / � � ONIV 7W0 ADJACENT UNITS AT A TIME WHEN USINO THE DESION PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 4 X 4 X.26 MU�L SPECS. 13 OPEMNG 2 X 8 X.26 MULL SPECS. .. 14 � W� �' � • HEIGHT �ESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY 1,28 X 2.11 X 725 MULL SPECS. i6 J Q� � � �� K�1 JO'X 3.26 BAY MULL SPECS...,.,..16 � �ETlc�liti HORIZONTAL 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). .16•X 3.26 BAY MUIL SPECS. � MULI 17 �/ �/ SEE oETAILE, N0.ILLION 8 CLIP DIMENSIONS. 18-20 � � � SHEET 3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTIiERS,MUST EXAMPLES 1 8 4.... ._21 � 6E/1NCHORED PROPERLY TO TRANSFER LOADS TO THE STRl1C7URE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOADING EXAMPLES. .................ZZ Z O Z N AS APPROPRIATE FOR SUBS7RATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED A3 REQUIRED TO PREVENT Q � REACTIONS. � �� �°� FENESTRATION PROOUCis nuV B)REFERENCE:TEST REPOR7S:FTL-8443;ELCO ULTRACON/AOGRE-GATOR NOA'S;ANSI/AFdPA NDS FOR WOOD CONSTRUCTION; � W � Musre�T�E� ADM-ALUMINUMDESIONMANUAL Z tA H i i I _ er acr. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED B TESTED TO COMPLV WffH THE REaUIREMENTS OF TFIE FLORIDA BUIIDMG ,d U' O =_-I i r_ CODE,AN�ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULIIONS ARE ONLY TO BE USED WITH a gpr Z y � PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. �� � ��� 9EE DETAILB Hq�¢orrr,u, A•o,�,H; 10)MULl10NS ARE IN COMPLIANCE FOR USC IN THE FIVFiZ. - ° MtILL SHEETS 4-3 LENGTH HORIZOP7rAL �� INSTRUCTIONS: LENOTH 1)DETERMINE TNE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USIN6 THE ABCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROWCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR"TRIANGULAR/TRAPEZOIDAL' ADDRIONAL EXAMPLES OF MULL CONFIGURATIONS: PROI)UCT REVISGD 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(L8S/Ff')FROM TABLES tA THROUGH 13A,ON SHEETS 6 THROUGH 17 qy�n d i� ilh Iha Fktide RESPECTIVELY,USINO 7HE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGM(DEPENDING iF THE MULLION IS SPANNING "'�y'�`" �-HORIZ.MULL LENOTH—� b������^6�^� MUy f---OPE�7a wroiH---1 VERTICALLY OR HORIZONTALLY).TFIE MULIION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Accc➢���«No 2.01 '�LENe7H f" � REQUIREMENT(LBS/FT')FOR TFIE OPENING 097AINED IN STEP 1). � 4 Expim�ion Dnre �I� p f T OaeMNO - 5)FROM 7HE SAME TABLE USED IN STEP A)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED[LBS).THIS Oy ���T VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAM THE FULL Miam' xdo Praducl C oPE Mu�� �' �' H0R1z VER7. MULLION CAPACITY �I I I I HEI�HT I.ENGTN MUIL ' � � � MUL� � � � ��H g)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRA7E CONDITION(MULTIPLE ` `��`�,��VNN ti�����!,�/ ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED \�.Z.�,.\GgNSf �' � � qNCHOR CAPACITY IS MET. � 2•' � '* % � � g705 � SINGLE MULLION SINGLE MULLION �FOR VEHTI�nnl�� � 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIF7') =*; N�•5 : - � orEr+iNC t+norH FOR THE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUS7MENT FORMULA"TO 08TAIN THE LOWER ANCHOR CAPACI7V _ : ,7I �j/L1---;w_ FOR VERTICAL MULL REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITV OPTION MAY BE SEIECTEU FOR THE 8AME SUBSTRATE _ '• (�. 1 301 I) '15EE COaRESVONOINO UETAILS MULTIPLE MULLIONS g yERIFY THE DESIGN PRESSURE RATING LBSlFT' FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WI7H THE FINAL ��� '• ST T�bF '�=w� � FROM FIGURE 1 ABOVE. MULLION CAPACITY(LBS/FP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE 7W0 SHAIL APPIY FOR THE ENTIRE %�,(��'•.,FLOF��P'C1�� MULLED FENESTRATION PRODUC7 ASSEMBLY /��/�SSIO N A�-��` 8)HIGHLIGHT OPTION USED AND TABLE VALUES USEO IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. q,LY�fAM111lllL�I�,P.E. FL P.E.#56705 ., ���� � ��� � DETAIL A OETRlI.8' ��+ ��� ° � MUL�IOld T4 2X WOOD Bt1CK "����o" MULLION ATI'ACHED TO 1X Bl1CKS7RIP T�•�+�� ° ORf WOOD FRAMING WOOC7 BUCK AND MASOtdRY P����TE• �X � AMt (OFFSEFGI.IPSHOWN) (5TANDARDCUPSHOWN) eyorH as SEESfETAeLES1Bi0B d SEE NO'TE t, t F MUIIqJ � SHEET V. . , , r, E 6 � ! j e I j Y,� � ��� a i � sES s��s < �Q � � enna ar ii�+ +•"'• '� '. eor� 4 ��� 1 � 1�-s0 FOR HOLE q � � � C:OIJCRETE OR CMCt � �� `� t DISTANCE, "� �.�'_"�_ � STANI}ARD .e F LOCATIONS a 1 ,� gpE SEB TABlES OFF9ETMIlI.L e fzDGE w ° � �OGEIkS7'ANCE i&t� CLIPMAY� 1 ISTANCE °' e � a „�FORMASONRV � �� tNSTAIAED BV b r � I i �OR YY000 . � i t ANCHORS m Q p THISMEtH6Q. a 3CREW9 1 � S��VIEW � �26M MAX FOft � � b � � (O ° 4 ALLMtR.ilQMS b n n Q d d i. 'd a EITHER THE � � ' �� STANDARD 0 a C7 '�'' � . � a < ..�^''� ° a .4 OPf9£T MUEI. � � � � e < L.x" a CLIP AMY BE �, 4 ° EXTERIC}R „ a ir+sra.�o ev � �� ° a� EDOE TNtSAiEiH�D .,i Z 4 a y Q �... � e ' b . 6137RNCE y d t,,, a n FOR e p � � � Q � MA90NRY e Z � � ANGFF�S � �--� �� EXTERiOR °a V1 �" w Y � y N `z �{y(+,�pjq{pR TYP.ANCNOR �� � ��� ryp.p�Hpq PER 9UBSTRATE, �R SU6.4TMTE, � I�R SUBSTNAiE. SEE TABLE'J 1&i06 SEE TABLE9IB-tqB BEE TABLES iB-tOB EOOF./ENO 019TANCE oUGNeTR P SEETA9lE3 AND �'--��— 19-10B ` �.�.. � " BVS7fHER,6 EMBpDMENT BUCKS7RIP �•' AND EA7BFDMEN7' ` • .. SEE NOTE.1, , , , . , ATTACHh�NT , � � � `. '_ , .� _ � ' ' . BYO7HERS. + .�� i . • .. . .,. . , SHEE7i. ` - .. • SE£Nt57E i. A, _ . .• • • s '�r� .A:, . ^ . 9HEE?1. • .. � .. . � . �.c , MM 2.7 KSI CONCRETE OR CMU ' • . . . . � ' SIDE VtEW FRON'f VIEW raoot�crtrnvtsev ns cox�{+ty3�wi4fi khe Ftmlda I]uildMg Code FRONT VIEW A�coy+tm��o td° Ea rimtion(Mro ~ t� j iNS�nu.�noN Nor�s: �s � M 'dnde Wodtlqt 1J ANCHOR EMBEDMEN7 70 BASE MATERIAI.SHALI BE BEYbND WALL pRESSING OR STl1CC0. �tit t I i f t t�� 2)4UANTITY OF ANCHORS AND MULLION SIZE SHOWM ABOVE ARE FQR PICTOR�AL REPRESENTATpN ��� � �� •.r� �� t� C � QNIY.BECAUSE THE APlCtipR CApAG17Y IS BASED PAI?TlY QN TF1E AXJCHqR TO ANCHOR OlSTANG�.711E ���l`�`�•'��GENSF ••F'Q CORREC7�UANTITY ANp LOCA710N OF ANCHORS MUST BE FOLLOWEp,REFER 70 THE 7ABLE8 ON THE � �,' �'•,�c'�� � FOI.C6WiM6&HEETS.FOR DETAiLS A-D,E!T#{Eft 7NE STAhDARD OR 14V7ERIOR OUP MAY BE USER .';-.k,' Np yg705 � 8}ANCt1dR t1EAD TYPE MAY pE PANHEAO,HEXHEAD OR FLA7F�AD_ � �_ :.-v` �` sy 30� ,�cu: 4)WO00 BUCKS ARE OPTlONA�,SEE bETAIL C,SHEET 3. 7E pF � 6�FOR MdSONRY APPLICATI4NS IN MIAMI-0ADE COUNTY,USE ONLY MIAMI-DADE COUNIY APpROVEp i��"�.�, ���pP� �\~ ELCO Ul7RllCON OR ELCA 1J4"S.S.AfiGRECATOR tvlASOMRY ANC#tORS. ��i�s$f ����• i,Jr pNALit., A LYIJtS�Mt IL��Ft,P.E. FL P.E.#58745 pETAIL E: DETAI C: � i�.� MULlION T4 MUi.L14N °���� � INTERSECT�ON No7e5: MUL.LIONDIRECTLYATTACHEDTO � �'��' �'a MuwoN (U-CLIP) �. MASONRY STRUCTURE I)MAY 8�INSTALI.ED IN"TEE"OR"CROSS" o {STANCtARDGLiASFIQWN} �� INTERSECT�oNS. ��4� W VARIEB � 2)MAY BE INSTALLEO HORIZqNTALLY d i � . (SHOWN)OR VER71CAl.LY i TYP.ANCHOR ��R� � �����' 3}9E�U-CIIP DRAWIMGS,S3iEETS 1&2Q ��� STANOMp S8E TABLES 18-108 ocFSETIMUtI � I TOP VIEW FOR CdRRESPONqING MVLI,ION. Z yM INSTALLEtl 9Y { � 1 '¢! EdQE 018TANCE MI.14LlON (� THIS M�17iO4 � �t � j a Fai MASONfiY YAR�S� ..-�J I }��e ANCH�S diY SiEEL SCREWS, � U I � � � /`�SELF-ORILLING OR PFiE�bRRL � a 7x a ``�/ MULl10NANUUSESMS w Cj� � a � � � � CS EXTERIOR 4' b M��� z � d � „� O eocErnsrewc� * � � �€ ,� FflRttA80PR?Y ° 4 \ � � ,wc„oRa � L�sECr�, � a 0 ,,� � -r N 9 a � EXTER OR eK Z� � � �.ANCtiaR c I— Q � /�pEA sttesrnn're, ° ,� ` � t} Z N �98ETABLESte-YOB F,,, (p 7yp.qpp{pR 9EH SFIEETB 1�,2D FOR � f-� �O� BUdC �P PER9UBSTMTE, HOLELOCqT10NS � � ATTACtiM1tEKf SEETA9LES 18-tOH FRONT VIEW �C�E � . BY qTI�1ER9 SEE TABLE9 � ~ � E�EOAKkTff •• , ♦ SEE E 1, t" fn SIiEET 1. + . �Q Z � 1 ' - '-' •'�• ' z••.'. '. ,. . .• ' •� � " s� o, m � - � o�srnticE �: �'C?�. MM 2.7 N91 CONCRE7E dR CMU' MIN 2,7 K91 CONGfi61E OR CMU +e�-+oe�9 SIDE VtEVi! �� � ��� FRONT VIEW SIDE VIE1N DETAIL D: MULLtON A'FTACHED TO STE�L STUD (STANDARD CLIP SMOWN) tN37ALLKTi�!NQ7E5: sraucTUae 1)ANCHOR BMBEDMENT TO BASB MHTERIA�&NALL BE BEYOND WALI DRE3SMG OR BTUCCO. a ��R sUe TRAiE, � SEE TABIE$1B-f08 2)dUAtJTITY OF ANCHqR9 AND MULl10N SIZ@ SHOWN ABOVE ARE FOR PIC70RIAL F2EPRESENTATION a � raonUCT n�v�sBD SEESHEEfS ON6Y.BECAtJSE TtiE ANCHOR CAPACITY IS BASED pAttTl.Y OM TFlE ANCFPOft TO ANCH4R DlSTANGE,TttE �g�p pp� � as cismptyf�wlth tfro F�ida e � BaifAi6 Coda CORRECT QUANTITY AND LOCATI6N OF ANGWORS MUS7 BE FqLLCyWEU,REKER TO THE TABLES ON TFIE ` 4O���NS pcccp�micc No � FOL40WIN6 SHEE7S.FOR�ETAILS A-O,EITHBR THE STANDARD 9R INTERIOR CLIP MAY BE USEp. Ex irutlmt Rnrc I{�o 3}ANCHOR FfiE,�D TYPE A9AY BE PANHEA4.tt�XfiEAU�2 FtATHEAO. '-.~�`` M1IULLION � 6y � A4im' AcPmdaat on 4)WpOD BUGKS ARE pp170NAL,SEE DETAI�C,SNEET 3. (x� ` ����III�I���� 5}�ClR MASONRY APPLIORTiON$Ad Mb4hAl-PADE GflUNTY.tlSE ONi.Y MIAMI-DAOE COUNF!APPROVED DtSTANC6 ��, C�� .. .... ���( ��i ELCCl ULTRAC�d QR ElC0114*S.S.AGGRE6ATOR MASqNRY ANCFlORS ���y�pg��R� s�tA6i.e5 �.�`2`�.'�iUENSg ''F'f' i i FRONTVIEW �eaAnrmcon+�unr+rtnnrnrr+e�euaort�c �enoa �,r`': '.ic'� 4 � CpOE.A 2)C WbOD BACNF�i MUST U9ED. � AT'fACFM1ENT8VOTHEfiS. �'�f� p1o.58705 E?4TERtOR usewooantaatoasa�cs StDE V#EW = '�52--- ' _ a Qs ; NOTES: � � �'0 " �' � "3'��F '�w. 1 FOR 2X WOOq•BACKED STEEL STUDS,WOOp �� ' S nTE NGNCIR VAlUES AMY BE USED. ���,(� '•.�FLpr{10P..•`�Z: i � " C': 2)SEE CORRE3PONDINO MULLION 7ABLE3, ,���/Sisl��A1 i��` s1iEET5 5-17,FOIi pUAN71TY OF sCREWS. A.LYNN kN�LLER,p.E. FL P.B.#58705 DETAtI F: pETAIL G; DETAtI.H: ����� � FIELD-MQDIFIEp MULLIQN CUP ANGLE MULLION CLIp BAY MULLION INSTALLATION ��� (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ���� o � n�� SEE DETMB Afi, x 9NEE78 2 AND 3 FOR M9TAlLAT10N 30'OR 46' � TO5PECIFIC SUBSTRA7E6. /'�BAV MULL � flN �8 O O � "�� o a � 0 0 o a � ° � 0 o TaP v�ew � �� SIDE VIEW � a � U a sHawkwm�rxa�x.isa- TC7PVIEW u) � nttn uara � � i i � I z EXTEI210R i i i � i /—rEasuesrRnr�, � O�t) � � j F �/ 9EE 7A9LES 128 Oa 13B � �g � � i tYP.ANCMOR i ! � �'� 6TAlAARG MULLION CI.IP � i p�a suesranre, � � � EX'I"ERIOR � �� MODIFIEU70fRFIELD � g�7ABLE3IB•17B ca � � �-�7 e� Z r- CONDITIONS. � � � � � 'S/" � { � �"X6'ANGLEp.tl'. �' Z Q p� t j � � i � 2pE4if1ULt7t7MEF76,tnR�T86 � a Z N 1 � � � IN3TALLE0IN310£OF BlaV MUCL F, �� �O� MULLION ; I i � � Cp ' ,(ry � f � �j ' 1 � � �U Q `B. i j i � F rxe�x.+zc H � c& �` 1 1 I 2 PER MULLIpN ENp, ,� O � I NU9T 6E INBTAU.Ep 0. � (n � � � � IP1.RtDE Of Ait)LL. �� � ��� 1 � I �TlP ANCtiOR � PER 5tR3iRiTE, SEE TABLE516•Y08 _/':.a INTO WOOD, L.,r sr��.a urn vrrawo�.srcEr. srntio��ocia+raeE EXTERIOR oanusormv 1� �EXYERIOR AtUµt.MUORkN50NRY MDtliFFEDM-FiEtO. EXTEit10H E� p�N� �•��P�" �'"`^^' 1'RODVCTtiLrV13C�TJ � �°�pt�FW -Cl"""�MJ l ``���^^� aserniqflyi�wlibttatFlerida f � o�w��coa� �'`` nocan�anceNn f � I � INTOWOOb„�7EEl. � Erc ilgNoqDMe � {f� � G� ALUM�CMU Oli MA50NRY EOOE O TTI7T7� asr,va� H °r PER ��„ ae c�toauce ANCHOR ����1111� EUOE ""'E�_'_'-""-� � � � Nt7TES FdR�.'3T.4LCA?IIXd OPTk?N C>&tt `���pC��4• "��(�,Q��i O � ,t,� .��GgNSF'. NOTES,,,�OR IN87ALLATION OPTIONS F: - 1)USE 2 ANGLE CLIP3 PER MULLION ENp,ClIPS MUST BE INSERTED IN$IOE OF MULLION. � q-$"� '�'* �I _*� No.58705 •. ' 2}4ETAIL�:SEE TABLES 78-718 FOR ANCHOR QUANT'ITIES ANO SHEETS 1&20 FC112 fIOLE � 1}DETAtI IS NOT APPlICABlE FQR 7FiE HAY Qft 1.26"X 2.11'x 125"MULItON. E.00AFIQAtS. _ ��y�!' �— . �:�.�,� :��,_ 2)S6E TABLES 1Ei-�OB FOR ANCHOR QUANTITIES AND SWEETS 1&20 FOR HOLE LOCA714NS. g)DETAIL H:SEE TAtlLE5 128 OFi 13B FOR ANCHOR QUANTITIES AND SHEE7S 1&20 FOR 3)TFiE ZXS txlP 13 NOT 9U17A8�E FOR THIS APp42CATttNd. HOLE LOCATIONS. ���0 ' 1�-�R�pP•��j=�� t ���'••... �`;. �>>�SjONA��,, A.LYNI�I IvIILLER,P.�. FL P.E.l�58705 TABLE 1A � ����� � Muflbn Ce i Tabta rflt°j Openfng Width(for wrllcaAy-spanr�ng mulllons)or Opmning Ha1gM1t(tor Iwrimntaly-spaming mulRon�) �'�� W ln e0 h i0 M eo in po ln tOD ln i2tl l� 1101n 18D In p Recle�iR TrqMTr� Rec�mBWa T�pTeimO. R�gu� Te�JT�enB, Rects�Ae* T�Marg. Raetvyutar Ttap'Ttis�g. RxierNsds 7m{Y(� Recle�paer TrepJ(r�0 �tengWer T*e�Yttisrg Recles�r tt�YT�my. �ad',�� 1K4x.1Z6 ��ro �k+o toemre Loeu�q Laedinp �oeaing �oeana �oealnn toearq l,uedhio t.aaanp �oadtrro toearq LomHnq toannp �ownno Loa�no Lne�no �� � Alum.Tube ��u�n � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � ��a �2ke tfi.9 4� 148.$ 332 932 d08 Yt5.5 3?6 79_6 Ab6 10T.8 32/ �.9 �8 ttH.4 924 82./ 498 194.0 319 66.4 i0@ 1046 319 q&8 409 t6l.6 318 9@.4 408 tOC.4 318 35.6 A� iO4A 919 � ...I ABIn 74.0 SiZ E:1.! 268 E21 312 73.4 2M 53.6 812 BZO 2Aq 48.8 S12 89.2 216 H.e 31Y d1.8 21� 3Y.5 3tt q1A 444 31.4 31R 81.0 24� TO.B 312 Bi.tl RM T3.A 312 B1.p S4d 60�B2SIn 83.9 1B7 M.9 2J4 b9,2 TBt 87,6 71B I5.8 291 55.7 22A 3D.B 281 62.� 24R 96,6 281 6tl,i 310 8Y.0 291 �9.9 T1B 28.8 Te1 �8.3 21p 71.0 2B1 �9.3 218 20.b 281 A9.8 R1B W Q� � W In 528 2}7 bT.$ 247 4b.B 2{T A8.8 '202 37A 247 +/L8 19Q 32Q 24T �1.6 198 28.2 2�t7 3@.� 1W 28.9 24T 38.� i83 21.6 247 �.t 143 iS.D 247 38.1 t63 t8A 2AT 38.1 189 tYi � 6Qh1 3BA 200 <1.2 170 9Z,0 YOD 96.4 1BB 171 40R g7.6 189 2d.0 200 2B.B 190 21.8 200 27.1 1G8 19.2 Y�0 26.8 107 7B0 20f1 75.0 i88 � � � 0.7M a7,1 181 e6.t 7E! 2iA tm J0.3 132 23.T 1B1 28.8 i1Y 107 181 3l6 146 18.{ 181 ]29 141 td,8 181 21.7 143 "� � lCtrt 2E.8 t@5 90.8 td2 24.0 t85 26.1 t39 20.8 t85 1i! talS t&0 195 21A t34 ((} � � � (,� gg 7Yh1 422 138 23.3 720 16.6 13B 19.8 77B 16.G 19B t7.6 178 � �� ii i �eM �ao tss �aa +oe �s.� �n �e.e io� LS 'KC J 781n 1t.8 178 t8.2 iQ0 � = Q � TABLE 18 ANCHOR CAPACITY AbJUSTMENT FORM4LA: � �..� ap AnehorCapaclty7eblepbe) ANCHOR CAP.,,,,,,,, � N� ��� Wauele: R.7kCawnele a.sxconc. rfdiawcMU Fe�eacMU vrwooa rndM (pP,.)X( )=ANCHORCAP.,,„ MULLI4N CAP.,o,,,„„ N ' �ie'�tco un•ss ek anb^�co ir�ss emo aro s�� a��se.a sn sinr USE 7'HtS fOhMULA TO OHTAM TFtE ANCHOR � x Y A�wMr CAp Peilema �"dh0`�"- �t6��°�T«on ua°Erw uereoa, u� ufe�Ehw usmoun srr�o aaa� aa��a UM�aoon aypraooia Berorr(O6y 8crow(Od) 9wnwr(G6) e�l � Emnsamen��n} �ai�^ w�+^ i-al4• �-y�^ 2� i-v4^ 7-id" f-111' tAl4" 1-1/1' �-vd T �.�e� �•ye� lsee mia q ACTUAL F'HESSURE ItEQU1RkTAENT FOR'THE „x O s nnw„as��.rs n�. .c.r sisw�u ar �p.ty aoa m. �s aao tn. eso �eu�an 2ra ttu sao me asa�ba raa ros �se ms sea�e t�ez au azs an asa 6sa�s OPENINO.WHEN IT!S LOWER TNAN 7NE MULLION Q, � � !n 4 Ana�an(q t.is tMn,b,0./8tafcMd(wOfiet)pIP�Ip.�: AeO�s TOOIb WA WA Wh WA 3001be WA WA NtA tmA WR 862 iba 8q0 i4s N20 fln CAPAGtTY(FROM TNE 7A$LE}QF 7'1�$EI.fCTEO .�� � �Z +nm�hwe�r �n.o.c�cs�z■s��.aip.i�q,ay. reo iw veo ro. eero ros �ceo ip. �eee roi wa u�r eeo ros wn �eo ihs esa ros eeo roe ssea in� esz ib� eao ws y�xo ros �LLION.IT W ILL YiELD A MINIMUM ANCHOR ' 2AMIron OAS"Mln,O.C./LLCpp,hNO UC'Alu�ry.(Flp.OY Wl1 WA WA WA WA WA WA Wp N/p NIA WA WA W0. wA 718I1x a � CAPACITY WHICH MAY BE U5ED TO QUALIFY i��horr F-Cqp(Fq,s�: ies xu �9s un nelM a�s ros ezs we �as ros uo ax ttr ro. ara xb 2�rtm aaz�w saf nb �e�m. 2to ro. zao w. ADO1T10NAL ANCH4R OF''f70N5 FROM 7HE 2 Atqtme�@ 1.16"Wrt,4.CJ F-C@p(Fly.6}: p�p�s g5p Po� WA WA #YA M1YA 194#n WA HtA NfA H7A WA �ZS @n 420�s pgq� ANCHOR CAFACIN TABEE. NOTE;FOR THE OFFSET CLIp,USE THE 8AME AWCHOR PATTERN AND ANCHOR VAWES AS THE STANDARD CLIp FIOUR�1: 7� FIGLIRE 2: TABLE NOTES: � O ' ,( � � * • . � PRODUCTlt6Y1SG0 � �i t)SEE SHEET i FOR IMSTRUC7tpPlS ON UStN�THE TABIfiS AND St-E£T 22 FOft tNFORMATlQN OH EtFA1�1N�. m canptq3e�wHh qus Flmkte l3nildi�(kdc � I I SEE SFIEETS 2•4 FpR GENERAL INSTALIA710N METHODS. --j 1.000" �-»- pccep�anee No IW 1 2)LINEAR INTERPOI.A?ION BE7YVEEN MULl.LENaTHS ANDJOR OPENINO WIDTHS!S AILOWAB4E. Gx iraUon 4a10 J� PlGURE 3: - 3j MULLIQN AND MUU.ION CLIP$SHOWN Al2E NO7 TO SCALE.FOR EXACT DIINENSK7NS.SEE SHEETS 18-20. Min el�roduot M � � � ALL MULLION CLIPS MAY BE FACTORY MACH�NED ANO CONTAIN UNUSEp HOLES,HOLES MAV BE DR4LED IN 2,000" `������� � THE FIElO iOLLOWINO DIMEN310N5 SHOWN ON SNEETS 18-20. \ ANC,tE CI.lP MUS7 8E USEO IN PAIRS. 4}SUSS7'tiATES:Ct7NCRETE SNALL COMFORR9 TO RCt 301 SPECtFICA71pMS.HOLtOW AND GROUT-FiIIED � �2�'� ���`p��l . .�rC<<c fi� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOp$HALL BE PRESSURE-7REA7HD .L \��y^�.�`•'�,�G��SE '.'Q : FIGURE 4: FI6URE 6: FIGURE e: YELLOW SOU7HERN PINE WITW AN SG OF p,55.AI.UMINUM SNALI 6E 6083-T5 ANp BE A MINIMUAA OF 126" � � R-: '.�c � � TNIGK S7EEt STUDS TO BE A MINIMUM GRADE 33 Atdb.OA5'THICK(18 GAUQE).STRUG7URAl,STEEL 70 BE AT ='*"; N0.5�705 (� # 7"X 2'X 725"MU{.{.lON ����� I.EAS7,125"7HICFt AND A36.AI.L ANCtiORS INTO METAL SHAtt EXTENb pT LEA57 3 SCREW TNREAOS BEYCYND *i't�-�--,:a= • � lL...IL__....�J 7HE MA7'ERIAL. - - ;-o'�� a u 301 n ��u� ���.{` '-�.fiLOfri4P'� C��=': � ' ' Ca. '�`�ss�arvn�`�•`� A.LYNN MILLE�R,P.E. � fL P.E.#58T45 . i TABLE 2A '"2t � Mu1NonCc ac Tabia Nrelit� ����7� �c Opaning WMth por verlicapy�pariMrg mullirnm)or Opening Helght(for horizontaly-spe�Mng mulAoire) �'#�' 4 601n BO M 701n Bo In BO ln 700 M 1'201n 1i01n 1eo In Ractbrgidx R�IitMf4 RuctanpuMr Trep�fdW. Rxta�Aet Ttep77iian9� RaatanNAat TwptTiian9. Rac�an9�dm 7Yaptfrlenp. Aect�Wler Tnpti�teqg. RecteqpWar T�t7rtanp. Raetongukv Tr�fitlan& Rec(anpWar ReN����4. �q`� � 1 x S]t.aT6 ����6 lo�dMp Lopd+p Loed7np LaeAnp tot�rip Lwdnp ioe�NnR LaeMnp toa�finp losdinp lceding Loedlnp loedlnp Waekp loa�ing loadN�D loedhiB 4 xe � U .. � MulttonB � �g � �� � ��' � �� � �� � �� � �� � ��' � �� � �� � ��' � �� � c5� � ��' � �� � d�' il �� � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � ��a .12H 174.0 840 174A �36 161.9 S9? 176.0 �Te 129.7 �0K 1TD.0 548 11y5 E02 159.5 819 100.6 !82 788.! 61� 96.6 EB4 188.6 617 76.7 B92 188.9 57Y BI.B 802 108.0 S17 Sl.i 982 158.9 577 � 48tn 721.8 607 t]QU dt9 101.4 667 it&T <10 p8.8 SW iQ8.7 4QJ 78.0 867 tOZ.B J99 87.8 60T 88.8 3B7 9R8 6W 9D.0 398 60.T 697 98.d 3� <9.i 66t 99.8 388 �.0 6b7 9@.0 396 ^t � g 60.92b1n 703.7 468 114.6 77B BBA 168 86.8 371 71.1 �68 80.5 304 BI.B �59 89.8 '980 67A �OB 81.3 357 61.8 IBB Bb.0 358 �92 �SB 80.0 859 37.� a59 80.0 958 3Y,4 168 80.0 95c � �7; 6/M 86.1 100 93.J 9�8 712 /94 �.9 378 tltA �U4 77.7 322 6�.1 100 87A 310 47.8 A00 84.0 716 12.7 �� 42.7 974 88.8 40D B1.E 418 70.6 400 81.8 313 28.7 400 E1.9 919 W �� � � { 80M 82.3 32< BB,H zt8 61.9 32t 9T,6 ZI� ;}.d J2.1 61.2 1&6 8l.9 524 �.4 T8b 3<.$ S44 93.9 267 31.1 32� 429 2% 26.6 34.1 �0.6 253 7T.S 82A ao.6 2b1 14,5 32{ 16.6 253 � � B�In 68.8 29/ 6iA 252 19.8 2B1 I9.2 2�8 88.4 201 49.8 7A1 79.6 201 3B.! 297 R0.9 II8/ 971 Y30 16,8 �� �5.R 2�2 77.4 294 93.6 73D 18.2 2B4 �9.4 Z90 1e.B 4W 3�.d 2a0 � B6 M .18.8 29B 19.b R70 99.0 26B 42.� T36 89A 28tl 37.6 q21 R9.4 T89 34.1 21! 24,0 488 31.8 216 28A 4BB 29.tl 212 78.6 y8B 20A 2i0 18.7 288 47.7 408 11.8 488 27.7 Y09 � � 2 �� � � � 121n �.0 '!26 9t.0 t98 30.Q Y26 32.2 f81 26.7 Y13 29.� t� 22.a 22b 26.6 t� 10.P 225 2;i.& i8T Y8A �2b 22.1 t� �6.4 22b 20.3 1TT t2.8 R26 f4.e 47d tt.3 Y15 t9.e 17& � 78N1 30.8 202 32.p 177 48.8 ZU2 2'7,2 17] 21.9 202 23.9 170 1B.T 2b2 21.b 197 17.0 30T 10.7 1B6 76,9 TOZ i8.d 763 14.B 204 iB.7 18q 10.8 2IXt i6.B �68 A.8 402 16.8 16B � �8M 4l.� 19Z 20.6 tBB 23.9 iB2 26.1 7e5 '�0.2 1BT T2.0 102 77.7 182 18.7 168 16.7 792 tei 161 1I2 1B2 10.8 199 Y1.B 102 152 162 10.7 192 1�A 160 B.9 78T 14,2 130 � J 66Iq fQ.4 tM 14.0 1Y8 tb.4 1M 7&i iS8 ,'��7 � "„Q� m 9BM 76.2 127 16B 113 � ��n��p fq 1�J� TABLE 28 ANCHOR CAPACITY AbJU87MENT FORMULA: U1 �? '� Anal�erGapacltpT�te{i5s} ANC,HOR�CAP.,�,.., � X u6mme z.ik co�reie s.sk Canc. t�u Fmea cr�u Piw p�wa� (�}Xf } AtdCiiOl2 CAP...n � iy X 1 MULUON CAP.,�,,,„,,.7= " � Ancha rype: eNe•E�ae Iracon 7/4"Eko Uuacan 3ne°Eiw unrxon va•eico W.ecan USE 17i18 FORMULA 70 OBTAIN THE"ANCHOR AnehoYCflpPelfem8 UMnanM ApyroOHn Ulreoon Ay9roGNa Brnew(0.5)Barowla� JcreaM+� Q � E�soa��p�y: r att�^ �� z-vz• a+re° r avz^ r 2-ft2^ t sfte" r o..�e^ u.w• o,aze� CAPACI7Y REQUI(2E0"CORRESPONDIMG TO AN p,••� z�Q emasamart t�t 1-va� tsv° f-ue^ a-are° r tifra� �-ur �-�rr �-ix^ 1-vr i-ur z f-� tatr {ree nae a} �TtlAL PRESSURE REQUtREMMEN7 FO#2'i7� �� � �� 1 AnchMe Q 4.76'Mln.O.C.I SI Mtl or OIISN Ip(Flg.1�: 9001be �Vp Ibs .15q I B9D IDe 1M�Ibs 27�Ibe R8016s 36!Ibs T4o Ibe �BB Ns BBO lbe ties IM 99816a 4 Ibe B80� ��1�NG.WHEN 1T IS tOWER`CNAP!THE MttlL10N � '� I AnehdN Q�1.16`MM.p.C./Slsmind(or ORCe1)Clip(Flp.�• .Iba N� 7bp Ibs WA WA NIA NIA 0EO Ibe WA WA WA NIA Nlq 9521b� 8 O lp� 11201bs �APACI7Y(FROM THE 7ABLE)OF THE SELECTEp A Amlwn�3"Alln.O.p./y1j 2c$Afq1a CIMs/(Fip.a): 70111 W ^rda w+ eeo ius �een ro. �eae�d. eeo ms eeo ros w� �so roa sae iee eea w 2ae�ie. esz ie. d4016� ��2o ins MULLION.IT WILL YI6LD A MINIMVM ANCHOR s artcnars g o.ta" .¢C.t .krto tta'Akm.{t�,a7 pVA Ntq N+A WA titA WA NtA A WA tua Wn WA N1A WA T��bs GAPACI7Y WHICN MAY BE U9EU TO QUALIFY t MeMr/Fplp(Flp B): 766 We Y88 roe 226IM A98 iln 82t N» ta6�bs ti0 ibs 1T7 tM 37016o PN ibe 3321bs 64t Na 183 Poe 2 81bs O ibs AOD1TKNd�AI ANGFiUR�TYONS FRIXv7 TNE 2Atr.Mro�1.1C Mln O.GJ F-0Iip(FIQ B): 2qtl Ibe 3Bp ibe WA WA WA NIA 1901M WA WA Wq WA WA axe ro. �701be 60016e ANCHOR CAPACffY 7ABl.E. NOTE:FOR THE dFFSET CIIP,USE 7HE SAME ANCHOR PAT'I'HRN AND ANCHOR VALUES AS'FHE S7ANOARD CLIP PROD Cf R. FK3tJR£1: Flt3URE� ,_,_ TABLE N4TES: ns comp1y7n8 w'llh���o Flor(dp i3atMing Coda + � � ~ � • 1)5EE SHEE7 1 FOR INS7RUC71dNS ON USING THE 7ABLES AND SHEET 22 FOR MFORMAT14N pN LOAqING. '�OC�°°"NO � O O � � 5EE 9HEE7S 2-4 FOR l3ENERAL INSTAILATION METHO�S. -�j 1.000' r-- Ex mtio Do�e 2}tINEJift INTEi2PQlATi�'t 0EtN7EEN Mt7LI.I.EAFGTHS AFN}tQR 6PENING WIQT1i5 iS ALIQWABI.E. � �ixmi edo Ptbclnet FICaURE 3: 3)MULLION AND MULLIpN CLIPS SHOWN ARF NOT TO SCALE.FpR E%ACT DIMENSIONS,SEE SHEETS 18�20. ��1 I I I 11I� � , � • 2.000" ALL MULLION CLIPS MAY BE FAGTORY MACMINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLEO IN ,`��O�y 4 n7/��h��/ 7HE FIE�D FOI.C4WlNt3 OlMEtd5tON3 8tt6WN dN SF�BTS 1&24. `��.r.'�tc�NSF .SC,g ANGIE CLIP MU87 BE USEp IN PAIR3. q)SUBSTRA7ES:CONCRETE SHALL CONFORM TO ACI 307 SPEGIFICATIONS.HOLLOW AND GROUT-FILL@D 375' . "C' ' ',-* % � H4URE 4: FI�URE 5: h1�URE& ��NCRETE BLOCK UNIT(CMU)SHAIL CONFORM TO ASTM C-90.WOOD SHALL BE pRESSURE-7REATED � _�'C'• Nd.56705 '. = YELtQW SOUTNERN PtNE WITH AN SG OF O.Gb.AtUMlPAlM 5HAI.L BE BOG!-T5 AND 8E A MNIMi1M OF.125" �•X 2"X.375"M{1�l�ON - ' "* � • TNICK STEEt STUDS TO 8£A MMSNuttlM GRAOE 33 ANQ.Q45"THtCK{i$GAUGE}.STRItCTURAI.5TEEL TO 8E AT _ tY= � LEAST 125"THICN AND A38.ALL ANCHORS INTO METAI SHALL EXTEND A7 LEAS7 3 SCREW 7HREADS BEYONO ='O'� �3 e�� ��` M ll-L..__.._._J � THE MATERIAL. J�A♦ � 5T��aF ` � � •'�\.'�: i��'•.FLORIOP•� . �����'`St0 �i,fG , � A.LYNI�MILL�R,P.E. FL P.E.#58705 . y TABLE 8A R�ri�ottCa ac Tahts �sltP ���".�� � OpeningWidlh(forwrllcalty-aperrinpmulApris)orOppningHelght(forM1OAzoMelly-spatmingrtNARons) ��WWW'y4' � SoM Boin 70M 8UM e�in »b+ 126k+ Noia /BOM y�� � 1%2.�$i Rec4pnpMU 7kapf7'denq, Reclar�gfder TreplTAeng. Reclarquler TraplTd+ng. PxlenpWar TreplMenp. RxtanpWer Trep/TAny Reohnpuhr Trop/TAetp. Rectanpder Tap/Merig. Reclen{p�ler Trep/Tr�q. RectarpWOr 7YepfTlanB �y� .3i6Alum. �O•m�o tioen��v u�u�o �o.mnp t� ia,a�re �w�o �.� tw�anu ��+e �� ���e i� loa� iwdn+o �ru,o ima�+e �oadh+c oy � ���„ � �� � �� � �� � �� � �� � �� � �E � �n � �g � �� � �� � �� � �F � �� � �� � �� � �� � �� g LL �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� .�� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � �h� � Y21n 770.0 B40 770.0 �36 �7p,0 7M 170.0 97B 170a !B! 170.0 saB 17p.0 Bp: ti0.0 BiB 170.0 /11B t70.p 521 170.0 12�0 170.0 6Z7 f10.7 ta0f 170.0 621 727,6 1�01 i70.o 52i tit.b p67 170.p STt � 49N tT0.6 TOE 178.0 62J 171i.8 8b0 iT0.6 68f fTb.b 842 17a.0 83p iTp.O 1433 1T0.6 881 161.8 fi� 170.D 8T7 }ag.g ti39 1T24 88D iHI.B #138 tTii.Q 6!4 8T.8 it� 170.0 �D eff.1 1/36 1TOA 8H0 � 50.626h1 1T0.0 747 774.0 6B3 17U.0 !08 170.0 &77 iW.B 10J2 170.0 661 149E 1tlJ2 170.0 749 7�0.5 108T 170.0 iC/ 117.� 1032 17tl.0 ?59 97.8 7082 170.tl 769 B9.B 10Jt 170.0 769 7�I tOJ2 '170,p 75B '� � lIJ O E41n 170.0 7W t7U,p 812 181.5 967 170.0 897 138.R B07 101.7 7J0 12U,9 907 162fr 7Y0 i07.6 9W U6.0 T14 Y@.8 907 191.1 710 60.8 907 U0.0 T08 86.i 9R7 1�6.0 7DB e0.b 907 1i0.0 70D (Q �0,� 80M fA7.i 736 t6f.6 828 tt7.8 736 f34.3 8ti t�.8 786 t18A 688 Btl.2 7�6 !SI&.2 690 T!A 7� 99.6 be3 70.8 T9G 86.1 578 6&! 7� 81.6 6N 60.1 7J6 97.9 87� �4.1 79S 91.8 57d '��` � .� e7M YS7.B 9ES 790.0 674 10�,8 080 111.6 667 87.0 8B9 BB.B 3�7 78,4 6BB 6p./ 69E 87.7 88B 83.9 591 eP.p B9B 10.b 678 60.! BB8 76.8 6Ri �9.6 800 76.0 621 78,1 B09 76.8 921 � e 88M 108.0 807 772.9 672 BB.B B�7 98.1 411 76.7 807 88.0 601 88.2 807 7i.i 19J 66.8 807 71.E i88 63.0 @07 87.8 481 �4.2 8d7 83.1 iT8 97.9 897 82.T 47# SS.i �T BY.T 47A � w� � .� j T2M ei.8 SiU !88 N� �.0 St4 TSA �Si 5&.3 70 a�1.3 �N18 51.6 51Q 57.P 419 45.4 610 SS.a �119 40_6 61U 90.0 406 �q,9 54D 46.9 �OR 29.2 610 M.1 888 26.6 61U 99.8 389 � �� � � 781n 9d1 �6B 726 �v0 6I.9 468 81.7 892 48.6 46B 51.1 9B5 A�.A �69 /B,B 97B 9&6 46B II.B ]73 34.7 ABB �1.8 960 28.9 169 97.7 3eR YA.B 16B 98.0 86B 21.7 46B 36.7 388 ,�.7 � � 7EM 81R �35 87.0 381 596 a�5 E08 77� �8.6 036 av.e 388 40.t 43R M.T 886 85.7 +195 i0.4 366 321 136 38.a 35t 28.8 4S5 31.4 3N 22.9 415 238 3f} 2Ut 485 8T.2 5-0tl � � ¢ � 86 py 904f �1.6 SRT Y.f.t 2B0 9l8 �7 �E.< 2!S 28g JZT 31.8 200 28.1 327 2�.3 276 21.2 �27 26.9 2Yi 4Q9 927 27.7 28B i7.4 927 I1.d 1B2 7�.8 ffi7 19.3 T8B � � Z N YBM ��.� RB7 J5.1 257 YB.1 26T 2B.B 262 2q.e 2B> 780 1�A 21.6 267 18.1 S41 iC.1 IIE) 10.9 2<0 17.2 2B'7 18.� 237 10A 287 1R.B 192 � X� sp� � tOEin Y�.2 22i YJ,� 708 ](1,$ 7�T 20,8 20t 17.3 22T t6.0 t86 18.Y 227 t8A f96 W � ttt Mf 23.3 215 72.7 1W tE.B 2'!6 16,} 101 15.9 Z18 19.5 79E � �. � TABLE 38 aHCtroa Ct�l�rn woausra�rr Pax�euca: � Z O AnchorCapecl Table(Ibs) ANCHOR CAP,,,,,,,,,,,,, � ��� Su� e. s.m cawMe a.�conc. Haaaw crau ��ea IXau vT wcoa M�d (OP,)X C >=ANGHOR CAP„,a W18'61eo 1!I•SS Elco&1B•81co 1M"88 61ca M10 SIpW Mtt SMM NYR 61ed �u���••M11�" � ��� AncMrCRpPeRe�m +trrohor'fyw: 9tisHkou�n�af tu'EkouA„ea� �� �IirEwolA�'awn tt4'EtaaUlUacm Agp�eGatm i�wcm AponC+ma s�w{ca6t sa�ew{c�! sarek{Ci61 USETHISFORMULATOOBTAINTHE"ANCHOR Leps petwros pnl. r s�vt t' 2-UT a-tlo' �' 2�Uz' 1' s-'VT' T" 17Itl" 2^ 4 0' o.6I• q.�r' CAPACiTY FiEGtUIRE�'C�2RESPANDMO T6 AN EmWth�mi i-31P iarr �ar<- �ar+^ r �-vr tur �-i»- �-ua' �-�tr rUr' 2' � aars t.ae nwe� ACTUAL PRESSURE REpUIREMENT FOR THE 2 Ailclro���.76" n. ../ tenCanl ar N CI (Flp.1): 89�Ibs 9 16n 46tl Ibs e501M 1&41M S701be 1BD Ibe 3 Ibs 740 48B Ibs 06q Ibs 118214s J281be 42016P bf ������wH�N IT(S L(11NE{2 SF#APt 7HE MLTI..�ION •n�+auaa��.+s enn.o.c r st«r�d iW o�} �y.2�: .�ms rao fes wn wn wa ww 3eo ms wn wA wA wa wa es2 Mn e�o ibe �tso ids CApAC17Y(FROM 71iE TABLE)OF THE SEIFGTED �Anchms 1�7'Mln.0.0./(z�2H6 Anps Ceps/(FIO.8): 790 Ibe �eo m. seo iw �eeo m� �aea roa e+o mz r,w roa wn �ea te. ms 1b. 88D Ide 2aee�s es1 mn sm roa �ixanw MtJ[.tlON,tT WfLt Y1Et0 A MiNtMUM.�dCi1flR zn,�nns�aas eax,.ac f vicea�m vraem,.{�p.��: wa n W� wn w� wn WA n wn wa wn wp eu wn �ie ms CApACITY WWICH MAY BE USEU T4 QUAUFY iPnahol/F-Clip(F10.6): 1961M 1Dbib� 97b 1161b� lY2�bs i�Bibb if6lba 1771hs 370IM 73Clbs �72NN 69/Xri 183Hq 2tQlbt 2IXiflN +�QITIONRLkNGHO#tOPT4�d5FROMTFIE 2 Antlq� idN Mln.O,C.!F•Cllp{Flq.tl): ?�o IbU atl0los WA WA NM 1NA 160 Ibe WA WA WA WA WA 92B Wa 43016a 6901bn ANCHOR CAPACITY TABLE. NOTE:FpR THH OFFSET CLIp,USE THE SAME ANCHOR PA7TERN ANtl ANCHOR VALUES AS THE STANDARD CLIP CIRCLED VALUES ARE USED iN THE EXARAPLE IXd SHEET 2t. PRODUC7 RFViSE� ns can�tiyi�wkh iha Ftplide Cii�ildii�g Coda GURE 1. FK�URE 2: �M�c�� ,J�+ �, irnlirnrLMle TABLE NOTE3: _...i 1.� �. Dy � Q 0 � � � i • t)SEE St1EE1't F�2 INSTRUG710NS ON USING TFiE TABLES AND SFIEET 22 FdR WFqRMATiON qtd LOADING. Mimm �do Praduel o�i SEE SHE@TS 2-4 FOR GEMERAL INSTALLATION METHODS. ���1 I 1��f 2)LINEAR INTERPOLATION BETWEEN MULL LEIVGTHS AND/pR pPENING WIbTHS IS AI.LOWABLB. �`�`O��t• ��11'��� PK3tlRE� �� '�.�'. �pENSF , c�,Sy : 3)MULLION AND MUILION CL,IPS SHOWN ARE Np7 TO SCALE.POR EXACT DiMENSiONS,SEE SHEES81&20. z-7� „ �:' • ,*�� � � � � ALL MUtL10N CUPS MAY BE FAC70RY MACHINED ANp CON7AIN UNUSED HOLES.H4LES MAY BE DRILLED M =*;� Na.g6705 7HE FIELU FOLLOWfNG 17tMENSiONS SHOWN ON SNE£7918-20. • ' ' ANGLE CUP MUST BE U3ED fN PAfRS. p� d)$IJBSTRATES:CONCitETE SNAL�CONFORM 7C1 ACt 341 SPEGIFlGAT�h18.HOi.IOW PiMD GRL�T-FN.IED ' Vt *��� PlC,tlRE�: F4C,UItE 5: FIGURE$: CONCREIE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL BE PRESSURE-TREA7ED �376* �� ', S7A�0�', ' ��� YEtLOW SOUTNERN PINE W ITH AN SG OF O.fr5.AltlMINUM SHAtL HE&Q63-TS AND BE A MlNIMUM OF 1?5" � ':0,�••.,F �.,' \�?� • THICK.STEE4 STUDS TO 8E A MINIMUM GRAOE 39 ANC1.045"THICK(18 OAUGE).STRUCTIMiAL STEEI.TO BE AT •.t����. (� � 7'X 275"X.375"MULLION � � � J EEAST 125'THiGK AND A36.Alt ANCtit7R5 lNTO METAL SFiALL EXTEIVD AT lEABT 3 SCREW THREADS BEYOND �/f S�"`�Q�����t.�� � � � THE MATERIqL, jr��� A.LYI�N MfLLER,P.E. Fl P.E.#587tt5 TABLE 4A � MuBbnCa ae Tabk ��� F OpeningWldth(forverHcelly-epanningmuAioire)orOponingHelgMl(forhorizqnlaAy-spennlrgmuifiona) ����+ Q com eou� 7n�n eom eoin ianin �aoin team �eon, � o 1%2T6X Reei�pdo+ Tr�+tiiwR. Wict� Tnyirier�. FtecSenBUia�' T�ap�}�enB RectenpWer '�TriaR Ract+nqWr TnN'tAen6 RaMar�p� Te��Trierq. RxtanWar TmM+i�. Reetergda Trsp`ti�en9� RecienP�r Tr�Ni'�0 �a� � loudrq toeMng loedlnp ��dlnp t�tlhp CnealnB Coetllnq Loadbg. LaeEfnp La�drp toedfnp lewf'inp Lmdrg Laodrp twdrp Loedlnp LaMfrp Loedinp �� � .860 Atum. T�a� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �g � �� � �= � �� � �� � �� � �� � �� � �� � � pkiNWn �� �� �� �� �� �g �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �g �� �� �� �8 �� �� �� �� �� � ��� 12kf t7A4 626 iTQA S36 1T4.Q 7M 174.8 �7@ iT0.0 888 yJO.ff St18 170A 46t }TQO bt9 iT4.Q NM tT4,0 52t tT4.0 14f0 170.0 52t T74A 14@e 1Rf.0 621 568.7 1820 17R4 62! t3&6 Y82tt i70A 521 � �Bln i70,0 70B 170A 5�4 170,q B50 170.0 589 770.0 84! 170.0 E30 770.0 1i83 770.0 881 170.0 12l6 170.0 B77 �70.0 7477 170,0 880 141.7 1�17 170.0 6B0 191.5 1417 170.0 8B0 108.3 7477 17tl.0 BBO � 50.9261n 770.0 7A7 170.tl 983 170.0 69B 170.0 B91 170.0 1bIB 170.0 BN 170.0 1108 17o.a 73g feY.e i2Be 170.p 717 1d9.8 t4Ee 17p.0 758 121,p 1288 170.0 758 1P1.6 1298 170.0 76B 91.1 14BB 170.0 759 � �� 6dk1 174.0 7B7 t7QA 672 1TO.Q 958 1T0.4 69S t70A ffi8 17RD 7S4 t6U.7 it30 170.0 603 199.9 Yf3D iRJ.O ES7 520.8 tt� 170A 858 9p6fr i}36 l7U.0 86T 88.1 11� fTQ4 �f T5.3 if3Q 1T4A e@t m � 601n t70.0 BB6 170.0 701 149.8 913 192.3 7B1 125.5 Bt6 iM.S 7iE 108.9 81E 1.712 785 B7.B 975 7R3.B 748 Br.� B15 118.8 7T0 7a3 B18 110A 7t6 E2.B 916 77<A >i6 64.9 615 114A 716 � 87M 181.8 030 181.8 710 129.6 830 139.8 EB9 19E.5 B30 143.4 Btlt B9.B &90 1722 870 BC.4 b80 1M.9 B82 7'J.9 B30 89.4 85B 89.9 !30 01.5 099 W.Y 680 BO.f MB a7.4 890 80.1 890 � W� � � 68kt 18'l.t 76T fMi.6 854 110.4 75i 1t5.8 838 64.3 78T 7�.@ 824 �i 7D7 He.t 8t< 79.i Tb7 eB.t 8U8 �.0 7W 89.2 80p 66A 7b7 16.0 fi93 {T.2 767 782 bB1 11.3 757 78.2 391 � � � � T21n tOt.7 838 10B.E 552 eqA B9B 81,A 6i0 72.7 89B b0.i 530 b9.B e]6 72.2 621 BB.S 83B eB.6 014 50.0 B3B q1,$ 80B 42A 838 67.2 6tl0 30.9 839 65.3 4B7 97.8 83B 66.2 AB7 '� � � 7'eM BB.5 671 7�.A 490 721 57t 7'9.B �BE 6. 71 4A4 470 60.1 tl71 !OB d77 480 S'71 %.9 I64 A3.2 577 51.b 459 39.0 57/ 47.0 46Y 30.8 SYi 44.8 497 27.0 671 M.6 MB ,� _ 7aM 8llQ 642 89.4 47/ 89.T 8i2 7Q.8 18S dT.t 812 d2.t �68 S�.Q SR �.7 Mp iE4 8f2 6#A L!1 40.4 612 tT.6 43T 99.3 612 �2.9 42@ 28.8 6q2 �.� 426 26A 642 +%I.t 123 �^' � � � 90fn �.1 .iff/ 69,7 861 i9.4 107 A9A 355 37,2 �O7 a9.6 e4B 32d 4q7 3l.� �49 Y89 407 32.1 33B 290 <oT 29,9 s9R 2f.7 1W Ie./ 97P ts.B 107 2i.1 � �8,5 d67 29.0 9f6 $ �y � 6!M �2,9 868 M.1 '.Y20 36,8 95B 57.2 31� 90,7 95B M.I �06 46.! 9�B 1e.s a0d 2SO 368 28.1 d00 21.6 99B 24U 3B9 1'I.B 3!0 27.o tpp 16.3 96B 10.2 2M C) X 1� �O� �3 fOBM �Q.t �tl3 BD.B 23S 26.1 2E3 45.6 261 2i.5 28S 12.5 24T �e.e 2Q8 78.8 TN id7 283 18.0 2U! tS.f 28� t&S 237 � h 111M 27.8 287 58.3 2AY 23,1 267 2�.8 2� 18.9 28T 7(1,8 23S 77.3 Z$7 ib.� 29i 1d.4 261 t8.!{ 718 � nj � H 'c[ � TABLE 4B awcr�oR caQwcmr anausnxEwr r�aeuca: °• T ��O • EM AncharCepeci(yTa61e{fie} �' (C 6 IMS: 2.7H Canorole aek Conc bw CMU FMad CtitU piwa�d Mq�� (pp �xC��CHOR CAP,,,,,,„, pNCHOR CAP.,,, � �-�� W1B'Elca i11"66 Eloo&19'Elw 1fA'66 Eleo M10 BIeN M2 Bl�sl p7,R Bteel `MULLION CAP.,,„,,,,,,� Rnnhar lype: 8H8'Eko UlnGOn vr emo unrecon sne�eko ui�ecm v+•Eioo Unrecon USE THIS FORMULA TO OBTAIN THE"ANC}fOR MCMfCBpPattem9 Urireoon Aowet�tm tMrocor' Aea�eQetor 8orew{Ga6i Sererrtt�i 8crow{(�16} �e psiees pnl' r aur �* z-ua^ sara r a�rr r 2.ur r aim° r o.ar as�r a.rer CARACIfi'REQUIRED"C�tRESPOF7DiMti TO AN Emhednml pn): 1,d11" 1.8/4" 1.819" 1,3V.1" r �-�u^ �•v�� av+• avr �.vr �.v<• 2 �aie^ i.are^ (.,»nne q aGTUAL PRESSURE REqVIREMENT FOR THE 2Anchwadp�.�e`MM.o.ais� erdorona�cnp�ro��8 3aonn seuros aeoipe eaoro. ieaaw z7oib. zeoma 36016e 7�o�w aoeiw eeeies iteziw xe�ba 42p1b. 5euros ��NINf3,WHENITI9LOWERTNANI'FI@MULLION a Anohm�1.16"Mln.O.C./SImEeN(M OlfeelJ qlp(Flp�21: 4�Ilu 7UU 16e WA WA Wq WA 3001Dt WA WA WA WA WA 862Iba �b 113p�be CAPACITY(FROM ThIE TABLE)pF THE S�LECTED �Anaxors A a eah�.o.c.r Rf 2.s n+,�ro dp»t tFlo-�r rao� rna tm �a ms �ceo tbs �aea m. a+a�. e�� ran �� ffae� eeo-r� aase w. esz a,. �iza we MUICiOPt.i7 W(il YtELD A MNtttuRRut NdCFIQR 2 AtfChon�4.JS Mfi.Q,C.!U-qip,II1t0 17B'Alum.(f10•�)� wa WA Wh WA N/A WA WA WA WA WA N/R FYA WA �{g @s CAPACITY WHICii MNY BE USED 74 QUALiFY 1 Ancha/F-plp(Flp.6): 1B61M 10B Ibs ?2516p MS lbs U221bs t]6I0� 71016e 1Tllbe 8701he 23416e 0]216s 641 Ibs 1&7 ke 3f01be 2pp Ibs ADDITIONAL ANCHpR OPTIONS�ROM 7HE 3AncM�ne p 1.tb"MIn.O.C.I FGIp g.e): 2401M 76011r Wp Nlp WA WA 1801bs WA N!A WA WA WA 9291b� 92b lb� pgp�l» ANCHOR CAPACITY 7ABLE. PIt017UCT RE V1SE1) NOTE:Ft7R THE OFF$ET CLiP,USE THB SAME ANCNtlR PATTERM AND AF7qiOR VACUES AS THE STANS?ARO Ct1F dI2Ci.E4 VRLU£S ARE USED IN THE EXRMPtE t�!SHEET 2t. M ttntq�ty3�iri�h tltc PhxE� Bt�i�ding Code FIGURE 1: FIGUFlH 2: 7A13LE NOTES: Acccp�mwa No .. ) Ex ireliMliudle 1�! � � � � -�--) 7.000" '-- 1)SEE SHEET 1 FflFt INSTRUCTKNtS ON U51NC,THE TABLES At�S}�ET 72 F4R R3FORMATtON QN lOA6NJG. 8Y U O � A SEE SHEETS 2-4 FOR GENERAL WSTALLAT�ON METHObS. M' t+mdupt 2)4INEAR INTERPOLATIpN BETVVEEN MULL LENGTHS AND/OR OPENING WI177HS 19 ALLOWABCE. ��11 I"'�I�� FlGURE 3� `�`�,�flNY...... ,M/j j��i: 3j MULLIflN APlD MULtiON CLfF3 3HOWFt Af?E PtOT TO SCALE.Ftni EXACT iStH�NSiOhtS.SEE SHEETS i&20. 2.750" \ wSt,.''�,\G£HSE • �Q � � S � . ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLBS MAV BE DRILLEb IN � `t` ' '. *� THE FIELD F04lOWINt3 pIMENSIOMS SHOWN ON SHEET9 18-20. � * � No.5b705 AMGiE CLIP MUST 8E VSED M pA1RS. 4}SUBSTRATES:G4NCI2ETE SHAR.�CONFORM TQ ACS 341 SPEGIFICRT#�tS.t�Li.OW AND GROIiT-F1LlED 8�, - � '�.__:� CONCRETE BLQCK UNI7(CMU)9HAll CONF4RM TO ASTM G90.WOOD SHA4L BE PRESSURE-TREA7ED -�- '� , 3T E�W„ .�•�C/�� FIGURE A: FiGURE 5; FIdURE 6: YEILOW SOUTHERN PINE WITH AN SG OF 0.55.AWMINUM SHALL BE 8089-T5 AND BE A MMIMUM OF 125" %'j� '•. THICK.STEEL STUD3 TO 6E A MINIMUM GRADE 33 AND.046"THICK(10 OAUdE).STRUCTURAL STEEL TO BE AT � � �'- ! {� � LEAST i2b'TFilGK ANO A36.At.t APlCAi4RS ttlT6 METAL SFiAII EXTEND AT I.EAST 3 SCREW T1iREA4S HEY4N6 f'X 2.75'X.e50't�fi71.L�ON �;.��':F,LORIDP-•'�j��: �������� THE MATERI/}L. ��i�S ���` • ��J1-_..'-...I �_�� ��,,�ONA� ,., A,LYN�IV�1LI.�ER,P.E. FL P.E.#58745 TABI E 5A � MuHlonCe acl Ta6k Ibslft ��� '� Opening Wldlh(forwAicaly-spanning muq'iona)or Openln Helght(forhorizonla0y-apanning muAlons) ��xg�� � 50M WM TOM e01n 801n tOpM 120ln 14PIn 180kt �"' O Raet+sn0�� TrN#Tr(ena Recieeq�der TiaaTrtai4 Rx#anW�at ira�rtanBL RxtanRdm TreNlftlnrg. Racierfputar 'ha�a'i'dm9. Rect� 7r�aTde�+B. �ta,D�iler TreWttlmD Rselaqidef TieR''m�ero� RaNeM�+�er Tr�YT�mB� a�� 1'x 3.126"7c ��q Loadhq lnaEnO Loedfn0 ���Y LoeAnO Lmdlnp Loealnq luedMfO LaWnO Lae1nrq Loadln0 LostlhO Loednq Laatllnq laedln0 Lnetllnp Loadln0 Q Y c� .500"plum k.� F �. .�. . ,E, �. s " 4' Tu��uu � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� �� �� �� �� �� �s �� �� �� �� �� �� �� �� s� �� �� �� �� �� �� �� �� �� �� �� s� �� g� �� �� �� �� �� �� �$ � ��� 42tn tT4.0 82U t7tf.0 i95 1T4A T84 476A �T8 776.0 898 iTQO `.�PB 170A 9B2 17QQ 519 R4.0 it}8 f70,0 52f 17RP 12� 178.� 52f 174.0 1�86 170.4 521 170.0 1796 i74.0 b31 16J.4 1802 170.0 521 � Itlln 1700 70B 710.0 524 170.0 B50 17Q0 SB4 7'l0.0 882 170.0 d90 170.0 113� 1100 BB1 1700 7i73 170,0 677 174.0 1417 170.0 990 167.7 7877 170.� 9Bp 135.1 1577 170.0 8B0 118.2 1577 17tl.0 BBO � �� 6p.84661 170.0 747 77U,0 E93 17Q.0 8BB 170.0 B�1 170.0 1Wd 170.0 6& 170.0 1i93 170.tl 723 170,0 73l5 tiQO 747 1TO.tl 1409 1'7p.D i68 197.7 1496 170.0 7S8 121.5 �4B5 170.0 T5E 109.8 1485 /70.0 75B w „��b° Mfi 170.0 J9t 174.4 8#2 17d.Q 868 170.0 �t T74.o til8 fTSAO 7S1 f74.0 1275 1T6.4 L03 tE8.1 hIP9 170A ftit N6.5 1�lOt 1T0.0 834 12f.8 114t 1T9,U 881 t06.e ti0} 170.4 �i 53.4 1401 170.0 �i � � lbin 170.0 888 17Q0 701 170.0 1083 i70.0 797 158.5 1159 170.0 Q7B 198.7 7158 iM.O 820 1231a 7168 168.$ 917 117.0 1156 MY.7 B70 028 1169 141.8 6IX1 10.3 1168 7M.8 009 9Q1 7768 1A4.9 003 � � B81n 170.tl B90 170A 745 Y69.8� 1dIB 770.0 B50 137.0 1MB 155.6 900 17B.B 7000 111.7 Ede 108.6 10qB 1920 838 BSA 1dB 1@5.6 B2B 70.8 10qp 118.3 B20 BB.5 10CB 11E,6 610 60.9 iM9 tie9 B1B � � p� 86k1 199.4 655 174.b 78B tq@A 855 tEt.3 BpC ft4.t &Sb t33.7 788 t04.4 91flf i2t.4 't75 92,8 865 1t4.e 7� SS.� 965 t�.4 767 80.6 856 98.6 764 BB.B 956 98.7 7A8 62.1 85,5 98.T TAB � (!t� �$y� j Y2M t28.6 b07 19d.$ 897 1Q7.0 BN 114.8 B82 q1.0 Btl3 7o1.t 67U 80.9 8Q7 Bf.Y 06B 77.4 B03 &7,9 B9B 8d,2 B03 78.8 &12 63.6 B03 722 9�2' 16.B UO3 99.9 B20 40.1 609 BB.� E27 � J� y iS � 76M f08.2 'M7 17�,1 B2B 87.0 727 67'.0 818 78.0 721 �.1 B05 88.9 721 78S b05 60.7 7Y1 70.Y 5B8 liA.9 721 l5.� 576 A6.6 721 50.4 5B9 38.0 T31 58.8 68A 30.1 721 58.1 b83 „� J � 78k1 1Df.0 88+ 1D5.�f SW 8{.2 8@4 68.� 58T 71.2 9&i TB.A 678 83.1 E84 71.t 66T +�.f �4 &tA 658 50.5 @8# 69.@ �i A2.1 �1 SC.1 6It 9ltt B81 6t.3 878 31.8 BM 80.8 53b f- _ � 4 N 60h1 B6.B 61< d7.B 958 W.B E14 87.J dG0 A7.0 51� 60,0 44U 41.1 514 19.E 439 ]Bg B7� A0,9 !D 9Y.B 5N 37.3 121 27.1 674 33A N2 13.5 $14 90.4 .IOB IIX9 614 10.0 �03 Q � .tiG. �yyy 991n 548 �62 65.7 �09 �0.2 462 /1.0 9B8 9&7 152 �0.9 990 93.8 A52 9E,4 �!M 30.1 431 92.9 97B 7/,1 454 910.3 �73 P2.8 <6� 18.8 986 10A Atl2 2l2 95B 1B8 452 22.8 �56 f7 N� ��� J4 �9tlin �.4 357 aeA 322 3f.7 367 32.7 3i7 2t.2 957 28A 8f2 29.H y5t ?6.? :1� 2t.t 56T 22.T 503 10.0 36T 2�.8 294 16_9 337 te.4 293 19.8 35T 182 287 11.9 987 ifi.0 28a � C1f tt71n 35.f 898 35,B 308 2p.2 33B 90.t 301 25.0 939 28.1 209 21.8 938 23.7 2S2 10.8 93B Z0.8 2B8 17.6 399 19.0 26! 14.8 93B 18.6 278 125 928 140 27J 11.0 .S38 78.8 Z8B a �+j Y N 1201n 277 288 YB.2 2B9 23A 480 $3.7 25B 19.8 4BB 20.5 250 17.9 20g 18.1 262 15.d 2B8 18.8 19B 19.0 ?6e tA.9 348 it.e 2BB 12.8 210 O.B ?99 H.4 p�B 8.7 2B9 10.d 2Y1 O Q � Z TABLE� awcrwR snPncmr noausrn�NS FoR�nu�n: g �o AncborCapacl4yTpble�l6s) ANCHORCAP.„„,,,,, '�� � ��� ime: z,ni cacm�e s.ck Crnc. owcM Fp�ea cMU rr waotl Me�el (OP)x( ">=ANCHOR CAR.,, # -� vta�Eko vr ss�ca evie^eico t/A`SS Eko M�o s�w d�2 s�eei qit s�eei MULLION CAP.,,,,,.,„, Aneho[C�Petletris �"6}10f�Yv� a7tC eko UlUecon V4•Eteo Uk�ew� �� atts'E�eo uq�aeon tte•Etrn 1Ntacon RppraG�ar tmnoor� RBO�ti�a 3emw K�?Se`ew{e�Sarea{G67 USE TF�S FORMUI.A TQ Q87AiN TF�"ANCFIOR saoeorois�d(rM: r' z�rr y" z-vT at/e^ r atrr atrr S a�tc z� o�e° O.� 0.3�4" �PACtTVRE4t7�26D'C�2RESPOF7�NGTORN em�.arr�n pN: +-sr� i-ara• i-aa� r•aun^ r i-w^ i-vr �-vr �•va� i-v� 1-1l4" T �a�e� �-ye� Caee nrnea� pCTUAI PRESSURE REGIUIREMENT FOR THE 2 Anohas Q q,76"MN.O.C.!61eMert1 CMp(Flp.1): 980 ke aeo ma asn ro, �p roe iean n» r�o r�, seo m as�nm �ao ros �ree w sea ins i�ez pm aza ws 2o iu, �p ib, OPENING,WHEN IT IS LOWER THAN 7F�MULLION aqnoncra�f.�s�tk+n.O.C.tat�dc�r�q.2}� a�me roaros nvn wn wn run asama w� wn wn ww wA asxen aw� »�o�a '�PACfTY{FROMTHETABLE)OFTHE3F:I.EG7Ep 1 A�qhus�3"AMn.d.C.!pj 2x6Argte t�e{FlO 93: 780 Pos 780 An �O I6e tSBO Nn t�Poe Zro Rro b%f kro 1BA 78tt @s 938Ibe 6a0 Xu 2964%s 65?fis dMi lba 1144 tbs MllLS.tflN.4T WlLL YiBID A to11NIMtNs+1 Ah7C,1�#OR 0 Anchas�0.45 Mln.d.C.i U-C%p,IMo 1/B"Alum,(flp.4): WA WA WA NIA N/A WA WA WA N/A WA WA N/A WA WA 1W�� r+APACI7Y WHICH MAY BE USED TO QU/1UFY ADDITIONAL ANCMOR OPTIONS FROM TWE 1 A�taMr/P.Cpp(FIO�6): 165 be ia5 be tt5 be aas me exz ioe �ss iw tao me n7 ibe s�o ibe za�ros saz me ss�roa �es roe 2ta ro. 2so ine ANCHOR CAPACITV TABLE. 2Anr,hntsQf_16"Mh.O.C.IF{�tp�ip.6j: 2AQlbs 350Nao- WA WA WA WA iHOk» WA #YA WA WA !bA 828�a 420�a bptlba �+(�Qpr�ICi'R6VIS1's� NOTE:FQR TF#E OK'FSET C�IP,USE TtiE SAME ANGHOR PATTERN AH6 ANCliOit VALt�S A3 TNE STAtJDARD C�tp. ��+�i+�7„+9��t�`��� F-1.000"�-I Bvildin�I(:adc � Acccptdnw No�� FIGURE 1: FIOURE 2: 7ABLE NpTES: E iraUn to � i � � i)SEE SfiEET 1 FOR INSTRUC7tONS 4N USINC,1tiE 7ABLES AND Sh'E�7 22 fOR MFORMRTI9N OM LQADMiCx M�o ado Product cbn O O A � SEE SHEE75 2-0 FOR GENERAI INSTALI.ATION METMODS. ��1111111 F1{3tk2E 3. 2j LINEAR INTERPql,ATION 6ETWEEN MUII LENGT#iS ANDlOR OPENIPiC3 Wt6THS IS ALLOWABLE. 3�25, ����,i��� �Jlt ��i� 3j MULLI6N AND MUI.LION CLiPS SHOWN ARE N07 TO SCAIE.FOR EXAC7 DIMENSIONS,SEE SHEETS 18-20. \�,�'�'�`�•��C�NSF ••F'P �� � • � . AlL MULUON CLIPS MAY BE FACTORV MACHINED AND CONTAIN UNUSED HOLE5.HOLE3 MAY BE DRILLED IN � `z"� •.* � THE FtELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ^�'� No.56705 - � ANGLE CLIP MUST 8E t1SED tN PA}RS. qj SU657RATES:CQNCIZETE SHALt CORIFfJFtM TO ACI 30i SPEClFiCA77QNS.HOLl4W AND G(iOUT-FIILEb '� _ � * .tY= CONCRETE BLOCK UNIT(CMU)SHAIL CONFORM T4 ASTM C-90.WO00 SHALL B6 PRESSURE-TREATED � �'C1 '� (�30 I� W� FIGURE 4: F'IOURE 6: FIGURE e: YELLOW 30UTHERN PINE WI7H AN SG QF 0.55.ALl1MINUM SHALL BE 6063T5 AND BE A MINIMUM OF 726' �•x 3.126'X.5'MULLION ��Q 'G 5��'�'�� � TNK:K.STEEL STUDS T4 8E A MINIMUM GRADE 33 ANO.Q45"TMICK(18 GAt1GE).STRUCT43RAL STEEL TO SE AT r(� '. R{pRi9E` '("j�� � # LEAST 125"THlCK AN6 A3S.AlL AFlCHORS FHTO METAL StiAU.EXTENA AT l£AST 3 SCREW TNREADS�YOFtD {Y i+�t�EL�Nf �i� �' �;: � � � THE MATEIZIAL. ����sSIONA�-�` A.LYN�I�uVILL�R,P.E. FL P.E.#58T0$ TAB�E 6A �� � � IHulUon CapacHy Ta6/e(ibe/ft�j �� " OpeninpYVldth(lcrveNcaRy�epanr��gmulNons)orOpeningHefght(Porhorixbnlally-epenningmuAlo�m) 4''~�' �u. ao In !0 M M In 801n 80 M 1091n 12U ke t�U in ten In �`� Ci RaeienB�fM h*A?ris+u� RectenpNm traptrna�g. Rec�encts� TreF/md+9. ttu�xnpWw 7�apRdarp. RectengUa T+uWTda�9_ NecterMtls� 1hc/ideng. #teqerq�da TraWT�n(F Rec1aMl+RU Ti'a�#7'�iene- ��� '�MT+�6� °4� �x4%.l26 ���0 Loa4hp Loeamp Laadkp LaeUnp Loading Law#tq Lpeding l0adtnp 4o9d�B L.mMiq Laealnp loeAlro Loading Lo�dlhq LoeJlny loedhp Laednp �y� x � plum.Tube °� Muman � �� � �� � �� � �� � �� � �'� � �� �S �� � �� � �� � �� � ��` � �'� � �� � �� � �� � �� c7 �� ~ � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � ��� 42M 170.0 82U }T9.4 136 1T0.0 T# l74.0 AT8 7T0.4 � t7d.4 tf� f7o.a 8B2 17a0 319 1T0.0 tt18 4TO.Q `'2f f70A i2a4 fTO.0 521 17Q.4 #-0tlq 17U.0 d21 19&E t4� fT(tA 527 12T.6 1488 1TtlA 62/ �j 486i �7G.0 70R 170.b 64I fi0A 060 f74.0 6B4 170.0 eB2 no.o B30 170.0 1733 17D.6 967 770.0 1275 170.0 077 168.8 1907 17b.0 BBO iJO.� 1�R1 t�0,0 8B0 111.1 1303 170.0 B80 87.7 1�07 790.0 BBO � 60.8261n 170.0 7p 170A 6B9 170.0 B98 1'70.0 891 t70A 101tl 170.0 C61 770.0 11% 1�OA )13 /ltl.1 7336 770.0 717 Y10,6 1296 1�0.0 768 /17.1 1236 770.0 788 10�.4 �296 170,tl 76B B7.B 7235 170A 76E '� �'� � 61M t7U.P 79T 170.b 8t2 1TD.0 966 1T4.0 89t 1TQP fli� i70.0 7bi 1Si.9 itBE tTU.O 6fI! 147.2 1t88 f70.tl 837 173.b ttlA i70A 8E8 iQ2f t168 170.Q �t 88.2 ft� i7QA 861 T7.2 1166 t70.0 �i � O l04f 170.tl C!5 176.b 701 188.� 1012 170.0 797 111.8 1012 781.1 E51 1Z6.1 Y092 719.7 t15 717.2 1W� 198.6 !Ot 100.0 id12 190.s 787 83A tO�R 7R6.1 782 71.6 10M1 t3d.1 782 8R.6 fOC2 726.7 7BR � � !3M 17D.0 BJO t70.p 1�5 761,2 OCl 183.8 B18 128.8 092 7��.1 708 11l.1 092 1J7.0 7BY 700.8 B92 121A 78B 9UJ OB4 1iA.B 768 76.8 BB2 10l.4 706 BI.B 9B4 tOB.O '!M 68.7 B02 709.tl 7q4 ."'d�' � tl8M teS.� Bf7 f)0.0 789 177.8 897 NS.O 78@ itl.1 H!T 15Q.d 788 lU3.f 9tT if7.7 T63 81.8 ei7 fdB.T 738 M1.7 81T t02.2 T27 88.8 $47 9&t T!9 69.1 9i7 &1.0 711 fiiJ 9#7 94A 7ii � ��g� �$ � c MM t�.8 Me tt2.i 73T tt32 S!B 12t8 722 D7.p 949 708,g 7tl9 81.9 B1tl eB.d p06 75.6 bi9 88.7 89B Q7.9 !d9 G2� B76 68.8 e�g 76.J 859 Ie.b H49 72.6 952 a.6 BIB 72.4 851 .� a�€ �if � � 781n N5.d 762 tYp,7 9e5 9d,3 7a2 104.8 B87 82.5 782 W.o &10 7T.2 Ttlt Bv.9 829 N.2 7e2 7�.P � 6T.0 782 88.1 813 �8.1 7Gt e4t B02 �1.J 792 68.9 6� 30.1 762 58,4 6B6 J �6 u � ^� J .7 7Ak! 10l.B T2f tti,1 G�� OB.O T2� 8M1A e2/ 70,J 721 E28 d� ee.e 72� 71.1 69B 68.� 72i Btl.i 6H1 81,� T2� E94 683 �!6 T2� 67.3 S79 3G2 12C b�.3 667 35,4 7�q 5J,5 586 � �- OOM 99.8 b43 7t.E 48S 5qA Si9 �.7 87A �O.T '.M3 62.8 4tle 13,5 S.t3 qt 159 8l.8 L13 M2,8 IS1 3i,8 Si3 �6,b dA8 29.0 &t9 74.8 � 4d.e 6iJ 32.1 q36 2t7 rv43 30.7 42B � � 2 � 09 NI 57.9 �7! 6B,G 177 Ii.B �78 A9,7 11B �O6 17tl �17 11$ �5.8 .I70 �8.6 AOB 31.6 �7B 39.E �00 2E.� �7B 92.0 396 1�.Y 09 28.1 JBB Y0.6 97tl 45A 8B0 7�.9 47B 2C� D7B � N� ��y O P 10lM I0.5 377 N.1 311 4�.6 an 31.6 SM TB.D 37T 90,0 990 26.2 7T7 1E.! 32E t2� J77 240 J21 II0.1 777 52.0 Ji7 18.8 �77 19.0 310 14A 877 17.1 301 (� a tii kt 3T.1 a5T 97.8 3T3 96A 367 31.6 31! Zq,S 36T 27.E 3f5 23.2 957 2�.J 309 ffi8 967 Y2A � tE.6 367 �6.7 �# tb.4 36T f7.1 28C � x V' N +a�a� n.o xiz n.z �ea � Q � Z O TA$LE 66 ANCHOR CAPACITY AdJUBTMEN7 FORMUU: �� ��X' ll�fehorCapaeHyTable(Iba) rANCHOR CAP.,,,,, \ o ,� �-�� ubelrate: 27k c;oncreln J.6k Cqnc. wfllow CMU FNled CMU PT WoOd Meld (dP'�X\MULLION GAP.,,,,,,,,,,,/°ANCHOfi CAP.,,,, 6118"Eioc ttk"85 Eioo N!a"Eku 1t4"88 Etco Mio 3Md 012 S�d N129ted Am�orCHp Pettema ��`�: �'te'Eka UNreamr ita°Ek:n UHraenn ��iAp� 3tia'EMo Utraeae ita"Eka tAtrsem ��at� ��� ��, 4��W�$�,�s} semw{4st USE 7Ht5 FORMUTA TO�7AIN THE'ANCHQR CAPACITY REQtf YRED"CORRESPOW�IWG TO AN eao.cMe�ance pnr r z-�rr �• z-U2� a.�la� r� z-��z^ �• a��z^ 2" 3•1/B" 2" o.as� o.�• oase" AC7UAl,pRESSURE FtEQU1f3EMENT FOR THE empe�mem pn�: yair 1-�r i-a��^ �-a/�" 2^ �•ud� �-va° �-v�^ 1-0f4" 1-1/C �.v4^ 2" �are• �are� �eee no�e a) OPENINO.WHEN f7"IS LOWEPo 7HAN THE MULLION 2 Mclrns��7b' .O.G.t S/ptx)pd CGp{f{g.f w2): 890 ib6 S8p itra ♦0 iM eBU t 1 fba 27a fla 2B0 M 35!!Ge 7�o ibe 4681tre 66i ibs l782 6e 318 We 4R416n 68U�e CAPACI7Y{�ROM 7NE TA9tE)(?F TtlE".aEIECTE{} 4 tu+Ma�a�223"Mhc O.C.t SSaeCeM t�p{FiQ.3}: Tiq1&� 7W IM SHif ibs U10 Pos 952 d�s N1A �IM FYA 5309n N1A �p ibs N!A 852 ihs 8�4 Poa 11ffi 16e MUl.L�N.17 WiLC Y1ELD A MINIMU�RN4'1�14R 9 Anchan�11.16'Mln.O.C,/SlendaN Qlp(Fq.1): 4901�a 710016e NIA WA WA WA Teo IEe WA WA N/A NIA NIA 1sD416e f88D Ibe 22401M CAPACITY WHICH MAY BE USED TO QUpUFY �Anehon�3"Mln.O.C,/(�'ht6 Anple Clipe(Flp.6g 1901bn reo�m 80016s 17EO Ib� axee ide 610 blt 60011» �Oe Ib� 1�BO I�e BJB Ibe 1748 Ibs 390A Ib� 41521be !�0 pe 11201be ADDITIONAL ANCNCIR OP77pNS FROM 7FIE BAnchaE�3'A!&i.O.G.!(2)RK6MgkCNpa{Flp.B}: ff7U1Ga itTO�ba t020tba 27108se 2nuttn sfoWw s+olbs Wn tt4oibn 1qW�e t32oiba �a�ds a7&�s 128a� le9U� ANGHORCAPACI7Y7A@LE. ��.wn�y���yiihtiwFtmMla 4AnoMe!�4.45MN.O.C.t t1�G&p,Inb'UB'NUm.(Fip.7r: tNA WA WR N7A WA WR N!A FYA WA WA NtA NJA 6NR tUA 1A3216s t3uild'nig Codo �, 2 Amnhoro�Y.2S Min.O.C./F.Cllp(Flp.e): 360 IM 560 Ibs 890 IM 706 Ibe T/8 Mie N/A 4801M WA 316 Iba O lln 19016e 0 M 818 IM 420 Ibe A8016e ��q�„ Accc�Mnncc No r� �Micbnm�7.15"Mln,O.C.�F.Gllp(Flp.B�. d601 W 70q Ibc WA N/A N!A WA 38D Ibb N/A N/A N1A N/A N/A 8521b� 8401be 1120 Ibe � � ��������n��� ~ , rT' NQTE:FOR THE 4KFSE7 GLiP,US£TF�3AMf ANC4iOR PA7TERN MIO ANCN�2 VRLt1ES AS T{-tE STANDARD L�.1P. DY Mimn ado Frotkrct' flGUR@ 1: FI6URE 2: FIGURE 3; FIOURE 4: FIDUR@ 8: FI04RE 9: TA9LE NQ7ES: • b • • ♦ • • • • • �1111111�7j/ 0 0 0 0 o a • • o • 1)SEE SHEET 1 FOR INSTRUCTIPNS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON tdAD1NQ.3EE ��� ty ,,,. ., J1 �� 5HEETS 2-4��2 C>EFlERAL IhiSTAtLAT�1N METH40S. `���,`,Z.�•4\C�NS� '1S,sf �% 0 0 0 + o 0 0 0 � o o � � • • � o � • � 2)��NEAR INTERPOLp710N BE7WEEN MULL LENO7HS AND/OR OPENING WIDTHS IS ALLOWABLE. 4 � ¢� �* �= .000" ��:' N�,g8705 , 3)MUIItOR!AND MUI.UOid GCIPS SttOWN ARE NOT 70 SCf�..E.F4R EXAC7 DIh+�NSM�1S,SEE SHEETS 18-2ti.ALL - F���5: PtGURE 6: FIGURE 7' MULUON CLIPS MAY BE FACTORY MACNtNED AND CONTAIN UNUSED HOLES.HOL.ES MAY BE 6RItLEb IN 7FtE FiEtA = , L\�����2' � � � � F4LLOWING DIMENSIONS SHpWN ON SHEE7S 18-2p, ="b �• U 3°�, ;'�` �� � �� � ST TE OF �� • • • • 4)SU69TRATE3:GONCRETE 3HAlL G4NFORM Tp AC136t SPEGIFlCATIOkS.NOtLOW AkD�ROUT-FfllEb .126' �ip��'•..fitp�yy4P'•���� � f CONCRETE BtQCK UN17(CN1U)SHALL GOtdF4RM 70 ASTM C-90.WOW 3NnLt 8E PRE3SURE•TREA7Etr YEk.LOW %�S ' •" +^�� $OUTHERN PINE W17H AN S6 bF 0.55.ALUMINUM SHALL BE 60fi3T6 AND BE A MINIMUM OF 125"THlCK.STEEL �" '��,S�ONA�-�"� ANGLE CLIP(FIqURES 688)MUST BE USED IN pAIRS. STUDS TU BE A MINIMUM GRADE 33 AND.0�6"THICK(18 GAUGE).STRUC7URAL 87EEL TO BE AT LEAST.126"TMCK t'X 4'X t25"MULLION A.LYNN MILLER,P.E. ANO A38.ALL ANCHpRS lNT6 METAL SHAI.I EXTEND AT lEA3T 3 SCREW THREAqB BEYOND THE MA7ERIAL, pL p,�,#58T08 TABLE 7A ��K�R��. � MultltlnCa ac Table Iba/kt �y., OpeningWidth(forveAicelly-spanMngmullions)orOpeningHelght(forlarimntelly-sparmirgrnuAlons) �y���4-' � 60 M 801n 701n e01n BO In to01n 72o In 7<o in 1901n y � p Rxlenpuler Trep/Ttlmp. HmlaipNar hep/T�ianO� Rxlenpular Tap/idenp. RechrqWar TiaWMenp. RecMgJer Trep/��leng ReclenOWor TrayT�lerq. Racte�Ner 7Fep/Tderry. Rx1e�qNx TrnplT�lanp. RxtmOuler 7FepflXarig. �4 �x4%.��6 Loedln0 Loatllnp Loedln0 Lm�Ynp Lwtlkp Loedl� Loedlnp Losdln0 loa0bp LoedMp Loedhp Loadlnp LwdlnO Loed'mp Loedhq LmdlnB Loedlnp Load�p o= � � Am�ni�� � �� � �� � ��' � �°� � �g � �� � �F � �� � �� � �� � �� � �� � �� � ��' � �� � �� � �� � �� ,� � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �e �� ��� �� �� g� �� �� �� Z �T� 42M 170.� B20 770.0 �35 77D,0 )N 170.0 �78 170.0 BBE 170.0 90B 170.0 BB2 7700 618 t10.0 7118 770A SR1 1700 12A0 170.0 647 770.0 7AE8 770.0 521 770.0 17J6 7700 Si1 77D.0 1D83 170.0 6R7 O �e m 770,0 7(18 170.0 621 170.0 B50 170.0 69/ 770.0 802 170,0 B30 170.0 11J3 770.0 Bet 170.0 1R76 170.0 677 170.0 1117 170.0 BBO 170.0 1700 170.0 BEO fl0.0 1BB3 �7a.0 880 /61.8 10Y4 170.0 BBO J 60.8Y6M 770.0 7�7 7711.0 68� 170.0 89B 170.0 891 170,0 1018 170A 9& 170.0 1795 770.0 723 t70.0 1J16 170.0 747 170.0 1�9� 170.0 768 170.0 7707 170.0 768 158.0 lY1B 170.0 768 1J85 1818 1]0.0 769 � �� 611n 170.0 707 170.0 614 770.0 OSB 170.0 801 170.0 111! 170.0 76{ 770.0 7275 1)0.0 B07 1R1.0 1�7� 770.0 897 170.0 169I 770.0 B6B 768.0 7789 1700 867 1T7.1 1709 770.0 E81 120.0 1798 770.0 BB1 m � BOM 170A EB6 17U.0 701 7T0.0 t0E9 770.0 7W 170.0 1410 770.0 B7B 170.0 /i17 170.0 BI/ 170.0 iBB1 170.0 988 186.6 1B7B 770.0 1033 140.8 1810 170.0 108� 111.0 tE7B /70.0 10BJ 87,2 1819 170.0 7087 � � B�In 170.0 8�0 17D.0 716 17a.o 11YE 770.0 e50 170.0 18U2 170.0 B�0 170.0 14BB 770.0 1018 169.7 73C2 170.0 1078 141 D 16/2 170.0 17Y2 117.6 76/2 788.6 1768 100.7 1brY 7B7.B 7767 BB 1 7692 /07.8 1767 � � EBb 170.0 W� 170.0 7E9 170.0 1fE9 770.0 007 770.0 1]BI 170.0 1007 180.8 1p2 170.0 70E8 1/2! 1472 fEE.E 17�E 17E.6 1(/7 �ee.e 1130 7W.1 MY 147.E 7108 B1.! 1172 7�6.D 1101 80.7 147Y 148.0 770/ Z �g � � 771n 170.0 108� 170.0 B78 170.0 1275 170.0 7008 150.8 1JRO /88.2 1101 iJ20 13211 f10.0 1U8Y 717.J 7320 197.8 f08B 10S.e 7]PO tze.e 704H ae.o 1510 177.D tU2� 76A 1J40 112.8 707J 88.0 7]20 11Y.5 1012 ? a{ 7B In A0.0 11T! 770.0 B37 1�B.B /1& 759.4 10W 11E.2 118� 1]9,B 9BA 177.2 118q 1267 W8 88.7 1184 116.3 984 88.8 1180 107.6 B62 �a.e 11B� Bi.e B35 BI.1 1184 83.1 B27 68.1 118� BR.9 B25 �1 fA� � 781n Y98.7 7771 170,0 987 1�EA 1121 117.0 886 »e.e t14� �7B.B B17 103.E 112� f16.6 031 9I.3 112� 105.B 918 8J.0 11N BE.e BOE le.7 1721 BB.D E90 68.9 1171 84.3 6B1 61.8 1111 83.7 E70 F J � BOY1 tOB.7 CI� 711.5 760 00.1 EII BIA 779 77.R d14 l2.1 7I1 87.8 &I< 77.3 71T 60.1 8�4 88.5 702 bl.tl BU OtA BB9 �6.0 EN W.2 e7B 7B.E 891 60.0 888 39.8 B41 97.7 BB2 Q � Z N BBIn 80.1 714 81.6 8B3 70.2 712 77R E64 83.0 712 07.2 EIt 6E.7 7�1 6BA 671 IY.6 7�] 6�.1 871 M.6 71R �0,8 81� J7.1 712 9J.8 900 ]1.! 74� 98.8 6B0 27.8 742 87.6 6B1 � �� ��� O 10lIn ERe 6E! e].v 9m 64.1 6B8 6J.B 527 M.7 6BB �9.8 S7� 99,1 SBB 11.4 606 9�.8 fiBB J7.7 aBe 313 688 !�4 �82 48.1 688 28.6 4B7 51.9 OB0 18.8 IM 18.6 SBB 217 <89 � M 11/1n 67.E 335 6l.e 60J a8.0 b55 193 <B6 <1,4 566 12.8 �E7 9c.0 655 Jl.O �!0 74.0 Eb5 J9.2 �77 1B.B 665 71.3 487 Y1.0 556 27.1 �57 20.8 565 21.3 40! 10.0 6E5 Y44 MY � X � � . . . . . . V O 1MIn 28.4 J30 28,7 JOS 22.0 370 Y2.< 907 /B.B 930 18.9 4B'7 18.6 330 17.0 77d Q � z TABLE 7B ANCHORCAPACITYADJUSTMENTFpRMVLA: �� � ��� Anchor Capacity Tabk(Ibs) ANCHOR CAP.,,,,,,,,,,, �� sws�rele: t.�h concme ack cac Hdlow CMU Fltled CMU vrwood MMe� (DP„)X� )m ANCHOR CAP.,,,, MULLION CAP.,,,,,,,,,� W t8'Eke 1q"8S Eko 6H8'Elae 1/�"SS Ebe R10 SlM N14 81aM /14 Btael AnChor CI( PaHems ^"`�10'n'p°� ���e•emo tmiecon 1/4'Elco Nlrecon ��� anr Elco Ullrecan 1/4'eico Utracon �o��w tn�econ apP.oe�or Scrow(G6)smwv(c� se�.w(GS) USE Tlil3 FORMULA TO OBTAIN THE"ANCHOR P CAPACITY REQUIRED"CORRESPONDING TO AN Edps oislenee pny t' s-�re^ i" 2-fr1 a-�ro^ 1' 2-vT t' 2•ire^ 2" sve� r o.na� o.w^ o.a2c qCTUAL PRESSURE REQUIREMENT FOR THE EmhedmeMQn): 7a1�" 1a/0" 1JIC 7-3fP 2" 1-0IP 1-tu• 1-t/1' i-tla' t-1It' 67/4• 4" t-ale" 131e" (seenole4) OPENING,WHENRtSLOWERTHANTHEMULIION 2 AnClq1!p 1.75'MN.O.C./SlaidaN Cllp(Flp.t m 2): 38016s 3Ba Ibc 4501he 880 Ibf 1811 Ibe 27o IM 2B0 M 35416e 710 Iba �eB Ibs 884 Ibe 118216e 328 Ibe 42f1 560I1n CAPACITY(FROM TFIE TABLE)OF THE SELECTED �A�ahore�4.46"Min.O.C./SImMN Clq(Fip.9Y• �o Ibe 7aa Ibe sea roa 11to iM a52 ro� Nin seo roa Wa eao roe N/A eao iM Nln e521bs B901be 112o Ibe MULLION.IT W ILL YIELD A MINIMUM ANCHOR B Arrohois�1.15"Min.O.C.!SIaM�N Cllp(Flg.4): B80 Na uoo Ib. Nln Nin rUn NiA 7eo ibe NIA Wn N�n NIA NM 1aw i6e leeo Iba x2ao Im CAPACI71'WHICH MAY BE USED TO QUAUFY �Melqn�3"MM.O.C.I(2)7x5 Anpb Qlpe(Flp.6J: 7B0 be �BO IW 80016a 17BO Ibe 32B61he 6101bs 6BO Ib� 70B Ib� 1480 N» 978 Ne 1�28 Ne 2�B411re 0521ba 89016e 77YO Ibe AUDITIONAL ANCHOR OPTIONS FROM TFIE e A�Iron A�"Mln.O.C./R)7x6Anpb dlpe(Flp.8): 11701Da 117016e 102016a tJ101b� YBd116e 0101W 6101M WA 1NO Iba 1104 Poe 13201be 3648 Ib� 97B Iba 12601M 1B801be ANCHOR CAPACITV TABLE. PRODUCf RP.VISRD �Anehm�D.�5 Min.O.C.I U-Cttp,IMO 71B"Alum.(FIO�� wA N7n lUA 1UA N/A N/A N/A WA NIA N/A N/A N/A NIA NIA 14321be na mmplyi�wilh Ihe lYmldu 6ulldii�gCode 1 AncMle�5.26"Mln O.C.I Fi�lp(Flp.9): 3001be 360168 2BO Ibe 705 Rie 4761be WA 4B0 M NIA 315 Nre Olbe UO lba OIM 3Y91be 4201b6 6801bs Acceplmice No�- 4 Anctpn Q t.16'MN�O.C.I FCIip(Flp.B): ABO lbs 7001be NfA NIA N/A N/A 380 @D N!A NIA 1UA N/A WIA B5Y Ibs 84016s 712016� '� ���� � Ex irolion�nla �� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD CLIP. By Mlmm �doPrudnct'Caf� 1 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: \`���i�i��i�� � o o ° � o o � � o o � � • • � o � • � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE `` �N ,.••. .,�I(( ��i� SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4.000" ��'��.•'�,\GENSe F'P i a o o � o 0 0 0 � o o � � • • � o � • � p)�INEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENttJG WIDTHS IS ALLOWABLE. � �� •* � `•'* No.56705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR E%ACT DIMENSIONS,SEE SHEETS 18-20.ALL ' � ���--�;� FIGURE 5: FIGURE 6: FIGURE 7• MVLLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN TNE FIELD ;-p�•. � ��3 oI 11 � W � � • • • • � FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ST TE OF . �(/� • • • • q)SUBSTRATE3:CONCRETE SHAIL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE � ��0�' 'F�OR��P• �j\?� � � BLOCK UNI7(CMU)SHALL CONFORM TO AS7M C-90.WOOD SHALL BE PRESSURE-7REATED YELLOW SOUTHERN PINE .375' ���SS/O �-�?� WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.725"THICK.STEEL STUDS TO BE A MINIMUM � i� NA ANGLE CLIP FIGURES 5&6 MUST BE USED IN PAIRS. GRAOE 33 ANU.045"THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST 125"THICK AND A38.ALL ANCHORS INTO ��� ����1`,` ( 1 I 1'X 4"X.376"MULLION A.LYNN N NLLER,P.E. METAL SHALL E%TEND AT LEAST 3 SCREW THREADS BEYOND TFIE MATERIAL. Fl P.E.#SB705 TABLE SA ���.,g+ � Mutlbn Ca ael Table Ibelft' ��7� � OpenfngWidM(foiverllcaAysparmirgmu�loire)orOpenfngHeight(forhodmMelly-spanningmuHom) ���' � 601n BO ln 7o In BO M 901n t0U In 1T0 M 1�o M 7e01n p 1.$6°1 RwtarpNn Tap/7tlenp. RealmpWer Trop/Ttleip. Raclenpular Tnp/TMip. NaGe�pWer Trap/Trlarq. Recle,qutar 7Yep/T�lanp. Reclenpuler TnD�T�a�q• RectanpWer LeqTAanp. Rxie�ryWar T�eO�elq. Raclenpuler 71epRAenp• q� w Loedlnp Loedhq LoaMrry Loadlrg Lowtlnp Lwdlnp LoNing LoeUlnO Laetllnp Lwtllrip Loedhq loaMnB LaedMq Laetlln0 LonJlnp Loedln0 Loadng LoedMg �Y U � TubsMull � �� � �� � �� � �� � �� � �� � �� � �� � ��' � �a � �� � �� � �� � �� � �� � �� � �g � �� (A �N� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� Z �ra �2in 770.0 BTO 170.0 <a5 170.0 7�4 770.0 �78 170.0 BOB 170.0 608 1700 982 170.0 67B 170.0 11�8 170.0 621 770.0 1790 770.0 521 770.0 NBB 170.0 621 170.0 1776 1700 621 161.8 17E9 170.0 52/ O � 48in 170.a 748 770.0 bR/ 770.0 860 770.0 6EI 77a.0 992 170.0 BDO 170.0 1133 17a.a EB1 170.0 7476 170.0 H77 770.0 7417 170.0 880 161.8 1W8 170.0 E00 171.7 16�8 170.0 6B0 17l.1 1648 170.o B!0 � W.BY61n 170.0 7�7 170.0 689 170.0 B88 170.0 8J1 f70.0 101E 170.0 061 170.0 1785 170.0 72J 770.0 1J18 170.0 7�7 1B'/.0 1�EB 1700 76B 790.2 7MB 170.0 78B 11B.J 1�88 170.0 768 104R i�ee 170.0 76B � �� 691n 170.0 707 170.0 01T 170.0 D5B 770,0 807 170.0 171! 1M.0 761 170.0 1276 170.0 60J 1�7.1 1�76 770.0 B37 108.E 17/B 170.0 B56 7223 17/B 170.0 B87 t0/.B 1979 170.0 881 91.7 1978 170.0 881 m � M BOM 170.0 !E6 170.0 701 770A 106J 170.0 797 168.Y 116! 170.0 B7B 199.0 1168 197./ 9J0 fYS6 116E 168.8 BIB 111.2 1168 160.0 B72 82,7 7188 NI.B 906 70.4 1168 7�4.B 006 BB.6 1168 iM.B B06 F � a B9M 170.0 BJO 170.0 796 180.7 10Bt 170.0 B60 1�7.4 1061 166.B 8!4 150.7 1051 1�2.0 B/O /08.7 1067 7�7.7 B97 88.1 7061 12fi.7 9J0 B0.1 Y061 118.0 922 ee.e 7061 178.1 B21 BOO 1p31 118.1 CL1 ? � � 86M 197.1 957 170.0 789 138.3 9�7 167.8 806 779A 957 13�.0 790 70�.4 B87 iT1.6 777 B2.E 86! 11R.0 7!7 BJ.6 067 tOe.E 7bB BB.B 967 100.0 760 69.7 087 DB,B 74B 62.2 B67 eB.e 7�8 Z J ig� �$$ m 72 M 128.7 804 136.2 BBB f07.3 ea 17D.4 681 8t v BOq 107.7 877 8D.1 BOA 87.4 880 71.6 BW 8l.1 B50 BI.1 800 7l.8 803 39.8 BW 72.� 893 4a.o BM BB.9 62B �0.4 B04 BB.B BRB � �'€ j{ J ]eM tOB.4 T1II 11�.� B90 H.2 723 B7.Y E7B 7E.I 723 85.� 608 BBA T22 �8.7 69B 80.8 772 70.9 59! 61.7 742 86.6 5B0 �6.8 7Y2 bB.6 6>b 38.1 7T7 58.7 6B5 �.7 722 6B.2 b99 J S � � ¢ � � 7E In f07.7 eB6 f06.! 800 !4A E86 09.E 689 72.] B83 70.8 577 e�.� BB6 70.6 68E 68.2 BB6 81.6 680 60.8 B!6 80.1 669 �YS E08 6iA E/� 36.2 686 61.9 6J7 91.8 BE6 60.7 63B F, N Q 01 901n 66,8 fi15 BB.O �67 51.0 D16 67.6 �99 �7.1 61! 60.1 <a1 41.Y 376 1�.7 131 3Be 616 �0.9 �Y8 33.0 615 97A �22 47.6 676 J3.1 41� 2J.6 816 706 A07 40.0 6/6 28.7 <O< � �( Z N B!M WA J63 OB.E �M �6.7 IBa �7.1 ae� ae.e 16] 47.0 J91 9].9 �63 70.1 986 �O.I 163 3].0 979 27.I 189 80A J71 T2.8 �67 28.8 9BB �BA 169 N.J 300 77.0 �e� 71.8 9b0 � �� y� r.° tOShr JE7 76! ]Y.0 3ZJ �7.8 ]6! 32.L 378 27.2 968 48.1 719 2�E J6s Y6.2 �0! II1.2 a3B RY.7 a01 18.7 76B 20.8 300 iB.B 369 18.0 2B9 W ° (h 1111n 36.1 9]B �6.8 308 28.8 99B 3U.7 701 46.7 9�E 18.1 2B7 T2.0 �3B 1J.2 2B9 10.3 7�B ffiB 2BB 17.8 93B �9.1 Z86 Q_' �( � � t�ain te.t xm iea �ee Q a O '� Z °' �'O TABLE SB ANCHOR CAPACITY AOJUBTMENT FORMULA: �� �. Anchor CapecHy Teble(Ibs) ANCHOR CAP.,,,,,,,,,, � ��rc SuOaMeta: 2.7k Concrete 3.6k Cono. HdlvwcMV FINed CMU Pi WooO Me1M (DP„)X( )�ANCHOR CAP.,,,, aie•eao ur ae eko aie^e�w 1/�"69 Ebo nio s�eei niz sew zi¢s�ea� MULLION CAP.,,,,,,.,,, Anchor CBp PaHertre A��ryPo' y��Elm Ulncan 7/�"Eke Ultr�oan a�e•Eko Nxwm 7/{'Eko Ul�con USE THIS FORMULA TO OBTAIN THE'ANCHOR wu.ean neeno.�o� �n��.co� no�ecua smew�cs)scmw(os�s�m+(oe� CAPACITYREQUIRED"CORRESPONDINGTOAN Eep�Ohlmce pn): 7" bt/7' r x-vr s�ro• f• s•vz� r s-�rr r s-ve• r o.�e• o.w^ o.a2r ACTUAL PRESSURE REQUIREMEN7 FOR THE enwemmsnt�mg 1ar�^ �-sir tair 1-v�" r i-tr�` t-va• f•1ta^ i-v�^ i-va^ t-�u• r �-�e" �-�e' (•°°^°�"�� OPENING.WHEN IT IS LOWER THAN THE MULLION 2 Anchoro�13@'Mh�.O.C./91erMeN Qip(Fig.7): 38o Ns aea�ba 45o me eeo lee �e��roe zio�e� aeo roe 35116e �aa roc 48e Ibf ea ro� ties ros aze�ba axo Ibe aeo ros CAPAqTY(FROM THE TABLE)OF TFIE SELECTED 4 Mahols�7.'t9'Mn.O.C./SInMeN db 61p.2): �EO lba 7001d WA WA N/A WA �BO IM WA N/A N/A N/A N/A B621bt eao m. 77201W �Ana�a��9"Mlrt O.C./r!)2:6 Anple qips(FIO•�): 7E0IM �ea ic. eeo ma �aeo ie. +eee iw �a me eeo ro. wn veo roa sae ro. eeo n. zae4 w ees itn e�o ros +�zo ros MULUON.IT W ILL VIELD A MINIMUM ANCHOR 1 ArcMn�0.45^MM.O.C./U-CllµMlo 7/B"Alum.(Flp./): N/A N/A N/A N/A N/A N/A N/A N/A NIA tNA WA NM NM WA f�aE�y� CAPACITY WHICH MAY BE USED TO QUALIFY 7 AnoMH FCllp(Fq.6): 7BS IW te6lbe za6 N� ae�b� e2z�bs tas Iw fao�M m m� 77o ro� 43d 16e as21b� s9t Ib� tm Iba ¢to�M pep ros ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mchps 1.1T Mln.O.C./F-Cllp(FI.B: 2/OIEe 9801b WA NIA WN fUA 1B0 M WA NIA WA N/A N/A 320 We 1201M 5B0 M ANCHOR CAPACITY TABLE �ROOUCT R�VISFD � Y e cnmplyi�wllhllro PlodAa NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP pnildhig Codc FIGURE 1: FIOURE 2: F--1.250`�I Ec�P��!^cenn' � /� TABLE NOTES: s O O • � • � • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SFIEET 22 FOR INFORMATION ryj�� ude Product Coa 1 ON LOADING.SEE SHEETS 2-4 FOR GENERAI.INSTALIATION METHODS. `���I I I I I��� 2)LINEAR INTERPOLATION BEIWEEN MULL LENGTHS AND/OR OPENING WIOTHS IS ALLOWABLE. \����r1y . �, /(� ��i� FIGURE 3: : F ANGLE 9)MULLION AND MULLION CLIPS SHONM ARE NOT TO SCALE.FOR EXACT OIMENSIONS.SEE 3.188" \e�'l�,•��,�GENSF •;'P*�/ CLIP MUST SHEETS 18-20.ALL MULLION CLIPS MAY BE FACTORY MACHtNED AND CONTAIN UNUSED HOLES. �lk'; No.50705 - � � � � BE USED HOLES MAY BE DRILLED IN TIiE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-2f1. .265" - ' • IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1307 SPECIFlCATIONS.HOLIOW AND � ' Ql ' � FI6URE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHAIL CONFORM TO ASTM G90.WOOD SHALI ��'• ST�TE oF� :'tc/w` BE PRESSURE-TREATED VELLOW SOUTHERN PINE WITH AN 3G OF 0.55.ALUMINUM SHALL BE T %��. FLOR`O� '��Z` � 6063-T5 AND BE A MINIMUM OF.126"T1iICK.STEEL STUDS TO BE A MINIMUM 6RADE 33 AND � � .046'TH�CK(19 GAUOE).STRUCTURAL STEEL TO BE AT LEAST 725"THICK AND A38.ALL 125"X 3.788'X.285'MULLION ��FS ' �,� • � � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TFtE MATERIAI. (����4�VF MULIION) �i,,S�ONAL�� • • A.LYNN IG�ItL�R,P.E. FL P.E.#58705 TABiE 9A � MuManCa ad Tablo IbsfR' ���x F OpaningWldih(torverNceliyapam�irqmulfia�s}orOpenMgHetght(krtprimMaty-apamrMgmut�o�} �#� ` SQ In BU in 70{n 6U In BO M 1U0 M 720 M 1CO In 7901n a� LL RacleriyUer TierJ7ManB. fteo�enBUla� TtePRAmp. flecl�guler TaWTA+iW. RenlanpdM� T`eNrMiq. ReclsMMer Tmpfl'd�n0. R+cielqW� T�eW7�IbnB. Reols�utw TrsNr�ien6. Redanputur tFeP7r4mY. Ra Yen9ukr RaWTrfmO� O 2z4x.26 Z�+�+O � Lo3rAn0 ����G 1.o+UI+W Loatlln0 ��8�9 �� ���M7 Load�nD 4osdk6 Loedlna �m�0 �B Lnatling loading LnetlMp Laadl� �q'� t� A�� � �� � �g � �� � �� � �g � �� � �� � �� � �g � �� � �� � �E � �B � �� � �� � �� � �� � �� °Y � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� � � �� �� �� �� �� �� �� �� � ��� /2M 170.0 620 176tl �36 t70A 7�f4 T7tl.6 �T8 176.0 !EB 17Q.Q 50.'f t70.8 90S fT0.0 bi9 {70.0 iNe i70.0 82t iTO.o 72q t7q.0 621 f70.0 fA� t70.0 62i 170.Q ti25 tTU.0 621 770.0 1603 tm.0 62t (� 191n 470.6 T� }70.4 52� t70.0 a60 970.a bM 170.0 982 170.0 930 174.0 7193 110.0 Ue1 174a 1D8 170.0 877 17U.0 Mi7 770.0 BBO 170.0 1700 170.0 eB0 170.0 1099 17tl.0 6B0 1i0.0 2267 170.0 OBtl � 50.0261n 170.0 747 170.0 SE3 170.tl EBB 170.0 877 Y�0.0 t00B 170.0 8&1 170.p 1185 110.0 723 Y70.0 1913 170.0 7a7 170.0 1/9� 176.0 788 f70.0 1709 170.Q 768 170.0 2Q62 770.0 i3E 170.0 299t 178.0 756 � d+ 61(n i70.0 79T tTU.O 872 170.tl 968 tiOA 90t 176.0 tit8 17G.0 7S1 17Q4 11T6 iTOA �1 YN.O 11S{ }70.0 83t tT0.4 t64i RQ.4 868 t7R0 1913 tt0.0 D81 170.Q ?.T37 iTEAO !6/ 1740 2650 i70.0 !bi UJ �� BGqf 170.0 886 174,0 70t 1TQ0 10�� f70A T87 770.0 1NU 1TO.0 B7tl 174.0 1�17 170.0 OM 170.0 168� 170,0 BB9 17tl.tl 17T1 174.0 f0�� Y70.0 21Z5 770.0 1099 174�0 4q7B 170.0 7083 16D.B 2880 fl0.0 1063 � � B31n 17I1.0 090 170.0 745 170.0 1110 77D.0 95U Y70.0 13v1 170.0 &D 17U.0 19p8 170.0 1016 170,0 tEYJ 170A 7W8 170.0 iB64 tYOA 5124 170A 2291 170.0 1t8Y /88.7 2553 176.0 f1Tt 14d.9 2533 170.tl if7t � gggy� BBtn '7T0.0 47+ t76.0 789 i7Q.0 tttl8 170.0 40� 174o t36t tta0 5002 i74.0 1658 R0.4 }�6 /?Q.Q 1763 tt0.0 ttb$ 47Q.0 1918 77ft0 i2to 970.fl YJ38 170.0 iD8 161.9 44�T 174a 1299 7920 2��7 1>O.b 7269 � $ � M T!M 170.0 f083 770.0 B79 1711.0 1Y76 17tl.0 1U06 770.0 1�Be 170.0 1128 170.0 17p0 170.0 ♦248 1'70.0 1073 170.0 1915 17tl.0 2126 179.0 1387 �Afi.e 21E1 170A u88 12A.8 2i89 170.0 1640 i0B.1 T78/ 170.0 7670 'p' �� � '� 781n 170.0 ita 170.0 037 770,0 799@ i70.0 1q80 ti0.0 161(1 iTU.O 141W 17P.P 17&/ 7'70.0 18YT 785.1 1880 i70.8 iR2Y 118A 7980 f76.4 16�5 125.8 189D ief.8 1648 tUB.t 1984f 15a.0 16� 829 f980 1527 16St � � � TBk� 170.0 1151 tt60 %7 47tl.4 l381 170.4 itl5 1704 ibft 1TQ0 t?60 1700 19q2 17Q.0 tJeB Y627 1�! 174,0 1471 93T.�! 1981 489.1 1600 114.5 tE61 U7,8 4fJ8 Otl.2 /Eb1 1�B.E 1i6B 08.8 �eef 137A 7<6A .„rr( � OOM 170.0 79P9 170.0 774� f09.i 79BB 75B.D 1278 127.9 Y�B9 138.0 1188 171.0 139E 1Ri.J 1178 BBA 1a98 1�02 778R 80.6 1sY0 10Y.E iNT 7l5 1�gp ee.e 7122 8�.9 1dPE B2.1 1106 66.9 1�Btl 78.9 1088 � � Q N 96h 111.1 tY29 181.6 1oB9 1224 it20 177.8 iQ7B f0fi9 tt28 Si1.2 SOBt QZ 1220 9l.4 t0id 61.4 tT29 69.6 t8?p 73.T 1728 @2.� 'N)� 61.i iMe 7Z2 663 82T f229 86.4 4T7 45.1 fYt4 821 �7 Z y � �ffi � t�in iW.6 8T! 1�.6 8'f'! 88.9 Sl1 8Bp 9p2 7<.6 8T! 7T.2 B!9 94.T s71 8l.4 !97 �7.5 9T1 e1,B E18 51.E 071 59.6 815 �3.1 B71 �9.0 788 7t.0 071 M,0 78II 97A B71 OO.B 7�1 � N� � 171M 96.4 678 W.] !J2 78.6 B19 01.D eiB 68./ 07G 70.0 B09 e1B BR.B 7& BJ.O B1B 6E,1 7M q7.7 Bi0 61A 774 JB,7 B7D �{,a �58 94.1 O18 i0.2 7�3 28.8 8te 37.1 T32 � x 116fn 76.b 7B8 78.8 718 t29 7M E4.d 196 tr�.9 788 6fr.8 895 it.p 789 {q4 8B6 �t.9 7� i4.A @lt 3T.T T� �R8 889 it.5 788 94.Y 959 27.0 7e8 �tA 8M 4�9 T� 25.4 9S1 � 'd' � 1Mh �3.7 59B 44.4 604 J9.I E1@ 57.0 �48 91.2 618 31.0 491 27.5 59tl 292 4tl6 29,7 p9B 25.9 �7B 21.0 W8 32.8 47< iB.4 6/B 18.6 �&1 16.8 6M 17.4 d96 13.7 648 15. MB N ` TABLE 9B Q ANCHOR QAPAGITV ADJUSTMENT FORMUTA: �; �� N�chorCaPad4yT�tk{bs} /ANCkORC:AP.,,,,,,,., � �'� uhat s: 27k Ca¢iale e,ck Cw�e. owCMU FIAoa CMU P W �d t��x IMULLION CAP.,,,,,,,,,,,�-ANCH(N2 CAP.,,,, � � � 8ti8'Ekc U4`98 Eka 6n19"Eke ti4'SS Eko ptG SMN Xi2 S1ed d128feel u�fiNts F4RM{ltJk TQ ClHTAM!THE±4NCNOR MchorTyps: p/t@'EketdF�on 7H'EicoUtrecan 3tiBEleoi114eron NA'Eko[Niraeon HIIChorC,IlpPblteme tmacon AaonOa�« Un�acon pppiac9atm srnw(�serwv�G� smrw(a� CAPACITYRECIUIRED"G4RRESPONOMf3TOAN E v���vwe 8nY r atrr r aur aue� r 2.+�2 �^ z-ur r a�ie^ r o.er o.ea b�s�" AGTUAI PRESSURE REQUIftEMENT FOR THE EmbeNmenl(Ink 7�314" 1.314" 1.9M' 1-3/A" ? 1-11A" 7-1M i•vr i-tab' i-174" tUP 2 7.N8" tat8" N�*�°�'� OPENIN6,WHEN IT IS IOWER THAN THE MVLL�ON 2 �aar ..r sta�+ara r�§, t w n. � x» a5o� aso axi ae44 wa zro�a aao ws s5a roa tqtl Ibs eee Ihs 7te2 �ze Iba a2o mn �a' CAPACITY{FR4M THE TABLE)OF 7HE 5ElEC7ED 4 AnCtpfe�2�"MX1,QG./SlMytltd �io.�: �qo k� 74o tbe e3o ros �+ee ros �asa�be wn eeo ros wn ees an rYM1 e�Ns wA es2 q�s eao� afm�e MW,�iON.IT WiLL YIEID A M1NtMt7M ANCFIOR e A�onaa�tsr Mrn,o.C.t s� M d�r{Fly.4}: ees�ts u5o 76re as teae ros wn wn �os ros w� 7w M wn Wp wn we I1m �zeo roa teov roe CAPACITY WNICH MAY BE USEO TO qUAIIFY t Aimhon�s"Mqt O.C./�2n6 Ar�pla qlpe(FIO.6): i001M 7 be BBfi bs 16801ba 18B616e a 886 M WA le0 M 938 iba e�lbe 2�4 ba 952�se 840 ku tt2o k» A46�7fONAE IIRtCHRR 6PTtONS FF2CNv11�NE BAncMro�9"IAIn.O.C.!(P)2z6Anpleplpe(flg.9): 11701ba �1701be 7oTtlllbe 2&101be 20491be 970M tlqORU WA 1140iM 1AOA16e 132016e 95EBbd 87816a 1'2801M 19801be ANCHORCAPACITYTABLE. 9 Atwinro @ 1.St"Mhu O.C.7 dip,iMo 1J'AMm.(Flp.Y}: Wq WA NiA NiA NfA WA WA WA iNA WA PXA WA WA WA 0T4 I�fLODUC'C RCV1S4iD 9 Amlw�O.dl"Mln p.C.I LLdq.NM 1IE"Alum.(Fl0.8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 21 Ibe aa complying wiit�ftto F&MidA 2AnchMS�2.eB"Nqn.O.C.7FCNP�e.BY: bTOibs &70fDS 3161hs 719�a Ti2� WA 2008» WA 3C86a WA A4oib3 WA 9281GS +I�i� 690ka fliiilAingCodo . � 3 Mchoro�1.71'MM1.O.C./F-Cllp(Fq.1p): 8go Ibe 3BO Ibe 3101ba 7BII Ibe BIB 16e 27016e 2801be WA 3BO IEe IBE Ilp MU Ibe 11821bs 9Te lhd A2016s tl901Dt A'L£0pl�� t^ G ImltoqiRMo CikGtED VALUES ARE USEQ!N THE EXAMPlE bN SF�E'f 21. D FtG1tRE 1: FlGttRE 2. FIGURE 3: FlGUF2E 4: Z�, Mi nda Pio�hiet on Y ♦ o 0 0 • o a • • o o • • o o • TABLE NOTES: IIIIIII � 0 0 0 0 o a o o p o 0 0 • o o • t)9EE$HEET i F4R ItdSTRUCT�6NS CNd USING THE TAEtLES AMP St�ET 22 FOR MFORMA'f10N IXd LQADtNG.SEE SHEETS 2-4 FOR t11 .(L MI �ri GENERALINSTPd.LATIONMETHOpS. `� O�.••' "'•• lIF �i O o o ! O fl o q • a a • s o a • ` ��'2` y1�,ENS� ' '1� ;. FICiURE 5: FIGURE�: 2)UN�AR INTERPOLATION 6ETWEEN MULL LENGTHS AN4JOit CIPENING WIDTMS IS ALL(7WABLE. � 4',' �'•,�� � w � • r 250"- n.00tl" �.h'• No.S87q5 . � 3)MULLION AND MULt.ION CI.IPS SFIOWfY ARE NOT TO SCALE.FOR EXAC7 DIMENSION3,$EE SHEE7S 78-20.ALL MULLK?N CLIPS MAY - • • • t BE FAG70fiY N1NCHfNEQ APtU CONTAIN UHUSEQ HOlES.tfiQLE3 MAY BE ORIILED IN TF�FELD FOl.LQW ING DIMENSION3 SHOWN ON * . LL'"; • • SWEE73 18-20. "-O.', � �I 3° �{ �- ',� . S��'.lt!� FIGURE 7• FIGWRE 8: FIGURE A: FIGURE 10: qp�q�E CLIP 4)SU65TRATES:CONCRETE SHALL CONFORM TO AC1301 SPEC1flGAT�ONS.ifOLLOW AND Gi20U7-Ffl.LEO CONCRETE BLOqt llN1T �i�.t� '•.,x�,ORtpT'��C??` o• s� o e • o o • {Ft(SURES S&8) {CMU}SHAII CQNFORM TQ ASTM GBp.WGOD SHALL BE pRESSURE-7REATED YEILOW 301I7HERN PINE WITH AN SG OF 0.85. ''i�(C ' ""' Ca'; •o • o 0 0 0 0 • MU$T BE USEp AtUM�NUM 8HA4L BE Bd83•T6 AND 86 A MINIMUM OF t25'THIGK.STEEI STUOS TCt�A MRdIMUM 4RAdE 33 ANR A45'THK�C{19 2"X 9•X.25"ARlL610N /t SS f Q(y��,��` tP!PAIRS. OAUOEJ.STRUCTURAI.STEEL TO BE AT LEAST 125'THICK ANp A38.ALL ANCHORS INTp METAL SFWLL EXTEND AT LEAST 3$CREW A.LYtSN IUILL�R,p,E. o. .• e o ♦ o o • THREA05 BEYOND THE MATERIAI. F�P.E.#58705 . � TABLE 10A MumonCa ac Tabk(Ibe/fl' e��p�x �5 OpeningWidth(foreerticaMy-spaimingmUAore)orOpeningHelght(lortrorhontaly-spannirgmuftore) ���� � eom eom �oM eom eom taom �som uoM tsom LL RaclagWef Trep/Tderp. ReclBripdar Trep/TAeng. RecleiquM Tiap/Nenp. ReclBnpWer TIepRAenp. Reclenguler Trep?�lenp Recte�gnlM TrepRiferp. Recl&pular TraplTrianp. Rer.lBfplAer llapVTAa'g. ReClengulm TfeylHanp. �L p O 2 7f 8%.26 ��0 Lad��O Loa�np Loadln0 LoatlFq Loednp Laadlrq laedlnp LaaUrq Loe�fl� LoaArq LoednB loedlnp Loo0lnp Loading Loedhq LoeMrp �oadinp s 2 a � Alum.Tuhe - � M�n�o� � �� � �� � as � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �� � �$ � �g � �� aR d c7 d cR° c7 d '� ' '� c'9 8 3 S c9° 3 tR` c7 c9` w �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� f� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �8 z ��� �21n 170.0 8211 170.0 435 1A1.0 7�4 170.0 47B 170.0 B98 170.0 608 170.0 BB2 170.0 61B 170.0 7119 170.0 621 I70.0 /710 770.0 EY1 170.0 /48B 170.0 b71 170.0 1735 170.0 621 170.0 1088 170A SYt 0 J 481n 1740 708 170.0 62C 17Q0 150 170.0 6B1 170.0 984 170.0 B30 170.0 /193 170.0 BE1 170.0 7275 Y7q.0 877 170.0 1117 170.0 980 170.0 1700 170.0 880 170.0 1983 170.0 880 77Q0 PZ87 170.0 BOD ? 90.6T61n 170.0 747 t70.0 SB9 170.0 BBB 170.0 837 170.0 1MB 170.0 BB9 170.0 1185 170.0 723 17a.0 1395 170.0 747 170.0 1�89 170.0 75B 170.0 7783 170.0 76B t7(1.0 ZOB2 170.0 768 170.0 2381 770.0 768 � �Q 501n 170.0 707 170.0 812 170.0 B58 1700 BBl 170.0 /118 170.0 751 770.0 1T75 170.0 809 170.0 149d 7lO,0 &97 770.0 75W 170.0 B68 1700 1819 770.0 EB7 170.0 7231 170.0 8B1 170.0 Y550 17f1.0 BB1 W O m EOM 170.0 BBS 170.0 701 170.0 10D3 170.0 7W 170.0 12�0 770.0 878 I70.0 1<ti 170.0 BN 170.0 1380 17U.0 BBB 170.0 1771 17Q0 1033 170.0 2126 770.0 1083 170.0 2170 fl11.0 1D83 170.0 2893 170.0 1089 � � E91n 170.0 B90 170.0 745 170,0 7776 170.0 O50 170.0 1�D2 170.0 &10 170.0 7488 170.0 1016 170.0 1B7J 170.0 1078 170.0 1858 170.0 1122 770.0 2231 170.0 7788 770.0 ZB03 170.0 1171 17�.0 2876 170.0 1171 � {y.,� BBIn 170.0 B71 170.0 7B9 170.0 1188 170.0 B08 170.0 1384 170.0 1005 770.0 7558 170.0 1098 170.0 7767 170.0 1166 170.0 iB1B 770.0 1210 770.0 YJJB 170.0 1276 170.0 27Y7 170.0 12BB 170.0 3117 170.0 12BB z � �' c 721n 170.0 7083 170.0 B7B 170.0 1D5 770.0 1008 170.0 7188 170.0 1140 170.0 1700 770.0 1228 1700 1873 170.0 1J73 t70.0 2745 170.0 7387 170.0 27SD 770.0 1188 770.0 2W5 170.0 1628 770.0 31� 770.0 1630 � �F ti� u � 79tn no.o »a no.o ea� t�o.o �z�e no.o toeo no.o �sro ��o.o �aae �ro.o nw i�o.o �art �ro.a zo�e no.o uz� no.o n�a +ro.o icos no.o nas iro.o �ezu no.o �+<o tva.o �eee no.o asee no.o nos � a� � � Q N g 7eM 170.0 1fs1 170.0 987 irao 1381 770.0 111e 170.0 1eH 170.0 1250 17a.o 1N2 170.0 13eB Y7o.o 207z 170.0 1lI� 77a.o 7aD2 1)0.0 1584 17ao z7ea 770.0 �7oD 170.0 �'J 170.o m7 170.0 3BBS tao.o 17Be � � BOIn 170.0 19YB 170.0 11M 170.0 16V9 170.0 1928 170.0 1858 170.0 14BB 170.0 2125 17Q0 1859 170.0 tJ91 11(1.0 7709 170.0 MRB 170.0 1B1B 170.0 9188 170.0 2126 158.0 3413 fl0.0 7279 178.6 3973 170.0 P3B1 z � a N BEM 770.0 1�17 170.0 1292 1)0.0 1700 170.0 1439 170.0 1BB3 170.0 1022 170.0 2787 170.0 1704 170.0 2650 170.0 7BS1 1700 7899 770.0 TO86 180.0 31Y0 170.0 2338 197.1 71Y0 188.8 2470 120.0 97BB 160.1 2@B I- �jQ�Z pyd gU tOBin 170.0 15Br 170.0 1�ae 170.0 1873 t7a.0 78f/ 1700 2T�7 77D.0 1Q70 170.0 ffi30 170.0 Yf17B 189.8 3781 170.0 7177 7<E.3 17�7 1E1.B 2333 143.8 4781 140.� 7281 105.8 R781 726.9 2239 B27 27Bi 118.0 2190 N N�+ o 0 ' 1711n 770.0 /EJ! 170.0 10d1 iM.O iB88 774.0 17[IO 170.0 4403 170.0 1032 770.0 4841 17U.0 2718 151.8 Z0ffi 182.9 2IA6 138.8 Ze37 1�l.� 2218 113.8 2834 1Y9.4 2188 97.8 1832 176.1 2129 BSA 2892 108.3 2088 � X � � � 1201n 170.0 1777 170.0 7688 170.0 21]5 170.0 iB50 164.4 4YC1 188.0 1881 135.1 22b2 141A /BB1 120.1 2552 127.2 7B9B 108.1 12C2 719.1 7B15 80.1 Y2bI B9.e 1872 771 YI62 88.9 18% 87.9 71E2 81A 7808 �- 7M In 125.1 1589 128.6 iM5 101.3 75M 708.1 1T16 89.4 1b81 87.5 1d�7 78.2 16B/ 80.7 1980 BB,6 15&1 72.9 7979 82.0 18BA fl5.7 13SB 32.1 76N 60.0 1330 44.7 i6B1 9B3 1906 3Y.1 7584 44.� 1289 Q N Z � TABLE 10B ANCHOR CAPACITY ADJUBTMENT FORMUTA � ��� Mehor Cspaclly Te6ta pbs) /ANCHOR CAP.,�„,„„ � ,� �-'�� s a.�e: z.7 cancmb 9 bk Conc. Ndlow CMU FINatl CMU PT Wooa MaN ��P°°�X\MULLION CAP.,,,,,,,,,,,�-ANCHOR CAP.,�, eHe'Eleo VA"88 Eko W 78"Eko 7/�'6S Eleo R70 StaA N/R 81ea1 Al2 6leel AnLi�or Type' 3118"Eloa Ulmeon 1/C"Eko UMeen ]H6'Ebo Ullr�con 1q"Elce Ul�an MClqr CRp Pattema Uvaeon ApproOala Ulieaen nppreGam. Somw�(O�ry 9erow(O6) 9uew(O5) USE TFIIS FORMULA TO OBTAIN T}IE'ANCHOR E00s Dbbnce Qn}. t' 2-v2' 7' 24/2^ 3-t/B" 7• 2d12' T 2-1�2' r �ua� s• OAC' 0.W" O.s4<" GAPACITY RE�UIRED'CORRESPONDMG TO AN Embadman�Qn} �au• �aa^ �ai+^ �air z^ 1-vr 1d19' 14/P 1•7/1' 1-7/C �-vs^ z• �aia� i-�e� �ee ooi,�� ACTUAL PRESSURE REQUIREMENT FOR 7HE 2 Anchps�4.75'MIn.O.C./SYBndON Glp(FIp.1 of 2) 38016� 3BO Ibs �501ba BBO @a iera ro. 2701be 2BO IM 3641bt 'lOUlbe <09161 88/Iba 1182 M 3YB @� 4YO IW 68016e OPENING,WHEN IT IS LOWER T1iAN TFIE MULLION ��ncnare��ee^Min.o.c.i s�.na.b dp�p.s): 7eo Iw 7eo Ica o0o ibe tvao Ibs aoe�ibs wo roe aeo� 7oe me ��eo�ue e3n ibs ��aa ro. zse�n eaz w. eao�e. nzo iee CAPACITY(FROM THE TABLE)OF TFiE SELECTED e ancno�s�i.»°rnin,o.a i s�s�e�d cw lFiu.q: ++eo ie. uoo ros iom roe isee ie• run run wo iea NIA loes ie. Wn N/A N/A iaa ros ieeo ron sxqo ws MULLION.IT W ILL YIELD A MINIMUM ANCHOR �nncna.�a^Mm.o.a�c�2re��roie c�IFia.ey: �eo ros 7ao m. eeo ins iseo ib. �ece ro� 6101b� ceo im wp 7so ros �e ie. eao ib. zae�ib. B621bs ero b. �izo in. CAPACYfY W HICH MAY BE USED TO QUALiFY !Anhan�3"Mln.O.C,I(2)2x5 Anpb Glpe(Flp.B): 768016� 16EO Iba 19801ba �12016� �7D71b tUeo Ib� 11701M WA 16401�� 187216� 77801be 17Y8Iba 130�16e 7BEO Ib� 2YIO Ibe ADDITIONAL ANCHOR OPTIONS FROM TNE 17 Anchm 7.6'Mln.O.C./ 2�5 Mgle q (F�. 18901be 21001be 1/OO lbs J7BO Ibs NIA NIA 79101bs WA 76001bt WA N/A M/A 1960 Ns 26RO Ibe 93BU Ibs ANCHOR CAPACITY TABLE. rROOUC7'Rnv � (2) � 9�� nscomplyingwi�h�l�e��oridn �Anchois�1.]�'Mln.O.C./U•Cllp,IMO 1/E"Alum.(Fq.BL N7A N/A WA N/A NIA NIA N/A NIA N/A N/A WA NIA N/A NM f1741b� 6uilJn�g Coda e Mclrors Q 0.60'Mln.O.C.I U•qlp,Inlo 1IB•Alum.(Flg.9): N!A N/A WA NIA NIA WA N/A NIA N/A N/A N/A WA NIA N/A 7889 Rn ��Z•0��-'� neceplNtce No � ��6 2llmhvs�q.OE•Min O.C./F-Cllp(Flp.10): 3801ha Je01M 4601bs 8901be 18�21�e 2701ba 2001bs 3691ho 7401bs 4B8 ba 66216e 1 teY Ibe 32B Iba <2D IW 6901U� Gx 1��o Llale 1 Armlwn�7.71"Mln O.C./FCllp(Flp.71) 6BOIhs 7001be 5051bs 7�e lbs NIA NIA A�O i1n WA 633 Na WA N/A WA 95!Ibe BOOIbe 77201ba .250" B �yam� nde PfaduCt Co ��tlltlllll/ FlGURE 1: FlGURE 2: F�OURE 3: FIGUFiE 4: FiGURE B: FIGURE 9:FIGURE 10: FIGUFiE 11: TABLE NOTES: � � • o • • • o o • s o e • • • `�� pa�•" ' ••��l�c �: o e o 0 o e e o o e e o • o e • o o . e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `�1�,.'��GENSF • 'P LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS. 6.00D' � Q' ' �•.��; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOwABLE. ='�� No.58705 o e s o o e o o a o 0 o e • e. a a • ° 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. _ � r 0 0 0 • o o • o • • • • .e • • ALL MULLION CLIPS MAY BE FACTDRY MACHINED ANb CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED = • /� * � � IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SI-EEfS 78�20. ��'0.'. v` � 30�l� W\ FKaURE 5: FIGURE 8:e Fl6UFE 7� O 4)SUBSTRATGS;CONCRETE SHALL CONFORM TO AC1301 SPECIFlCATIONS.HOLLOW AND GROUT-FILLED �p ' S7 TE� '•,2.�` A�E CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TAEATED %0 ' �. �. • • • • • • • • CLIP � � � '� �'•.FCOR��, G� YELLOW S WTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126" %� �,. • • • • • • . . gFl(3j,RES THICK.STEEL STUDS TO BE A M�NIMUM ORADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO ��iSS�ONA,-� MU97 BE BE AT LEAST.125'THICK AND A38.ALL ANCHOR9 INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X 8'X.25" A.LYNN MILLER,P.E. • • • • • ♦ • • USED M THREADS BEVONO THE MATERIAL MVLLION ppiRS. FL P.E.#58705 . � TABLE 11A �� � � MultlonCe ac Table Ibs/rt' ���, F OpenMgWidth(RxverdcallyspermingmulNons)orOpeningHelght(forhorlmMaAy-epennlrgm�AAOre) ���� a 601n BO ln 701n 80 k� 8U In 10U In 770 Yi 710 h 7601n �z:! p RaierpWu Tnp/Map. RealanBNar TAp/T�aq. RxlmgNer TreqTNe�p. Recle�p�Aa llap/i�mp. Rectanpu1K Tnp/fdwq. Rwtarqui�r T�apf1Harp. RaolenOWor TnpTAenA. RalenpWer TnqTdanq. Rxlmpuler 7mqNang. C ��� Inedlnp Loedlnp Loedl Loedl Inatlinp Looding Loadln Loedl Losdhp LaedMp LoeMip I.aetll Loadl LoeA Loadl Loatll Loetlkp Loedhq � 128"x 2.11" �B �0 0 �0 ^9 �0 �0 �7 ^0 °n y V x.126"Alum ,��t. yy. �Lg� �,y �j L,7� np �j �, �j �j o �' TubeMull � �� J �� i3 �� O U a � �� � �a U �� O iS� i3 ��' � a 3 � �� � ��" � �g � �g � �� � i�� � �� � �S�` �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� s� �t �� �� �� �� z� �� �� �� �� �� �� �� �� �� �� �� �� �� _ ��� 12M 1�4.Y 52B 187.0 A3! 1702 628 1<B.9 �18 107.0 5ZB 13&B dt< 90.1 626 73�.8 �11 807 628 134.1 411 72.1 S46 1��.1 411 90.1 628 151.1 111 51.5 588 194.1 A17 46.7 6T8 731.1 N1 � �BM 88.8 �0.9 10BA ]9� 80.6 IOJ 8�.7 776 BB.O 903 BBA 320 80.4 10� 81.4 317 69.7 �0� 78.1 316 {p.9 107 7B8 371 40.8 103 7&B 31� 3/.6 �07 79.9 311 30.2 409 78.8 �fA "� 7 60.926 M 82.7 3E2 91.0 J01 BB.B �B2 78.J 291 98A 382 71.9 799 67.5 382 87.2 2� �5.7 782 9/.8 481 112 �02 03.8 28a JA.� 382 83.5 Y91 Y8.0 382 83.6 2B3 26.7 384 87.6 283 W O� � 601n 87.8 21B 7�,1 T87 68,6 J1B er,2 481 /0.6 �18 87.7 966 �2A �18 69.6 467 77.7 91B 60.8 260 J�.9 910 IB.6 2�8 78.� 91E 48.1 24B IIq.2 71E 18.7 Y48 71.1 91B d9.1 24B m O aC 80hI �9.5 268 6J.7 41Y �12 26B d5.7 21� 35.3 RSB M.7 410 70.8 TbE �).2 R07 Yt.B T6E 9�.8 20� R/.7 SfiB 3JA 703 IO.B Y6B 9Z2 YD1 17.7 YBB J2R 201 1E.6 26B 32.Y 201 � U m � � l71n 12.7 231 �6,p p00 J6,8 23/ 39.1 79S 70.6 Y]4 90.7 iBY Il.7 7J� 97,e /B8 2�.7 Yd0 TB./ 188 71A Y3/ 28.0 181 17.8 4�! 28.6 109 16.9 Y3A 28.6 tE3 1�A 23� 28.6 18� � Wa � 89M 77.4 41J 38.� 187 J1.0 473 33.7 170 2B.6 P13 29,8 178 RJ2 47J zy.0 773 40.8 ItJ 26.1 t70 18.8 113 Y].7 7B0 16.6 473 22.2 787 13.9 219 �3.0 fOB 77A 279 22.0 100 Z (n� �' 7RIn 4B.9 179 90.1 166 17.9 77B 26A 787 IOA 170 42.8 7�0 17.8 77D 10.� 147 16.8 179 1&T 146 j �� � � ]B M R1.9 187 Y6.� 710 20A 781 21.8 7]7 17.4 181 19.0 136 1b.2 1B7 77.0 19J 781n 22.6 762 T3.6 199 1B,B 1CL iB.9 1J1 18.1 1b2 17.6 120 ¢ N � ~ � Q W TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: ' N Anahor Capaoiry Tabk(Ibs) ANCHOR CAP.,,,,,,,,,, F x}Z p 9ubnl�a: Y.7k Concrele 3.6k Caro. low CMU FAIM CMU P7 oetl Me1M (��X� )=ANCHOR CAP.,,, (n �0 � �a MULLION CAP,,,,,,,,,, 6fIS Elao 1l9"53 Elco W7B"E�o 7M'S6 Elco MO SNh N1R SbN M1251ae1 � N MehaTypr. alfe'Eko UNacon 1/I•elw Ulwwn 0/te'Elco lMreeon �la•Eko Ulmeen USE 7HIS FORMUTA TO OBTAM TFIE'ANCHOR W AnClwf Cpp P0R9rt18 lntrecon AppmGalor Ulneon AppnGela Semv(08)Smex(O6) 3ciew(GB) � X � � a �; CAPACf7Y REQUIREO"CORRESPONDING TO AN � fn Emhsdmanl(Ml: 1�iIC 1.'f/4' 1J/1' 1-3M" 2' 1-11/' 1-0H" 1-t/1' i-0/Y 1-0/4' 1-1M' Y' �-� iaie^ Uaen�aa) QpENING.WHENITISLOWER7HAN7FIEMULUON � O 1 Anctron�7'Mln.O.C./(2)4x6 Anple q�ps(Flp.1): 7801ba 7B0 Rn 8BO Ibs 16BO Ibs 1986 Ns 640 Ne 5801M WA 7BO IW B381be BBD Ibe 2J641bs 86216s E401be 147216e a�•� Z � CAPACITY(FROM THE TABLE)OF TFIE SELECTED MULL10N.fTWIIIYIELDAMWIMUMANCHOR � ��ao'' CAPACITY WHICH MAY BE USED TO QUALIFY � � �-�� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITV TABLE. TABLE NO7ES: 1)SEE SHEET 1 FOR IN3TRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. �268„ PtiODUCT RCVISBD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r � as cmnplY�^8 H'��h Iha Florida Dnfldin8 Code t 2)LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. � pccep�w�eNo � FIGURE 1: P ex Imtio 9n�o 3)MULLIOId AND MULLION CLIPS SHOWN ARE NOT TO SG1LE.FbR EXACT DIMENSIONS,SEE SHEETS 1&20. a � � � � ALL MULLION CLIPS MAY BE FACTORY MACHINED ANb CONTAIN UIdUSED HOI.ES.NOLES MAY 6E DRILLED IN z,��6" Minmi ade ProducCCo 1 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SNEETS 18-20. ANGLE CLIP MUST BE USED IN PAIRS. .125' ���������� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� .�� M� i� CONCRETE BIOCN UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED ;�`�,t,0�.•• "'•••.�C�c �� YELLOW SOUTHERN PINE WITH AN SG OF 0.65.AI.UMINUM SHAIL BE 8083-T5 AND 9E A MMIMUM OF.126' T \ � , ��GENSF •.,'D � THICK.STEEL STUDS TO BE A MINIMUM GRAOE 33 AND.045'THICK(18 GAUGE).STI2UCTURAL STEEL TO BE AT �,yg•X 2.11'X.725"MUIIION � �' '•'� ; LEAST 126"TH�CK AN�A3B.ALL ANCHORS INTO METAL SHALL EHTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULl10N) �*� No.58705 - THE MATERIAL. - ' _ �-o'• G 1 t 3o t t w; %� '• STA C OF . \,��� ���'���'•;°(OR10i"•'�U,;� �''�.`,rS/ONA1-E;... -�- ---- - ---- A.LYNI�MfL'L�R,,P.E. FL P.E.#58705 I TABlE 12A �� ,r� � MWlfon Capac# 7aDte(Ihallkti r�r� 3�k Opening Wldtb(forveHicaRy-spamYng muMare)or Opening HeipM ifor horhaNally-spernirp muAlons) �W�'x4'' i bain �M 701n Boh 9otn tU0ln 12flh 1401n 19o1n Y$� O Rectm+6P�a TieMTr�� RealerqNer TroptTrte'q. RxFatqulaf 7tep+i�tenC ReoterglAM 7�tttlenB Rac1a%Mer Tee�Rien@ Rtictarqiiar T�isng. t{cclang�ipr RapRHH1p. Rectanptner Aaµ"T'd�0. F2adetquiaz Req�l7dmg. �a 3.z6"8tl LaadlnB �re laMliro toedlne I.AminO �oeanp looaln0 ��n6 LoatlFp Laadh�g LoadnB Loe�Atw LuedMO LomMO load'n0 LoerllnB �-��0 ��o �yx � BAY�AtIi.t � �g � �° � �� � ��� � ��' � �� � �� � �� � �� � �� � �� � �g � �� � �� � �� � �� � �� � �� � ��� d �� �� �� �� �� �� �� �$ �� �� �� �� �� .�� �� �� �� �� _� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �, 42M t1i4.0 82Q 174t.Q 49i iTQO 7A6 17ik0 A78 YT0.8 �B 170A 508 174.4 992 1TQ0 819 fTO.Q 1118 itQO fi24 170.0 12A0 itOA �S 17U.4 t� 170.4 62f t70.0 lT36 1T0.0 621 bt9.i tT� 1TOA 321 J Aahl 170.0 708 770A 5Y4 17q.0 B60 170.tl 58d 170.0 082 170.0 B30 170,0 119.4 170.0 991 770.0 YZ/b 170.tl H77 770.p 1417 170,D eBD iS3.2 76YE 170.0 8b0 190.6 1622 170.0 B80 114.2 1632 170.0 eB0 � � 3482l3M 170.0 T�� 17Q0 6B3 170.0 BOB 17Q0 891 1TQ0 161tl 1i40 8&1 17ao ti&R 17ao TX3 17Qq 19�6 17Qtl 747 YBd,2 1M9 17QU 769 79BB 1MS 170.0 750 117.J 1449 170.0 i8B 102e id49 17d.0 75B w .��, � Qqpr Y7p.0 TffT t70,0 Bf2 170.0 959 1T0.4 841 17U.Q 1118 170A 754 flQ8 17JU f744 8W t�.0 1353 1TO.Q &'�7 tM.3 114Y 1TQA 858 1268 f�'d 170.0 881 tIX�.t 1363 i70.0 801 96.2 t3G4 t7�.0 881 m � � ttj Cp EUIn 170.0 E�BS 770.0 701 170.0 tOB3 170.0 7Y7 187.0 1418 170,0 B79 1�&1 Yz18 170.0 BM 12B.Y 1218 1�O.B B3G 71&P 1718 162.7 B7A B7,q 721tl tIBA P13 83.8 12Y9 1ABA 073 73.1 1218 140A B13 F'" U A3M 170.0 B90 170,0 7�5 1'70,0 1178 17b.0 890 150.2 115Q 78B.B 6:l3 131.4 11tl0 16J.0 91d H6S Y150 711.9 BDB 1p3.1 1750 13/.2 886 97.9 1150 128.7 B'71 75.1 11Ci0 118.2 870 B5.1 1100 13E,Y B70 � W � SB�n t70.4 8TA t79A 7� 1324 #Od8 fb'ff.8 8@i la6.e tU98 f49.e 868 11#.8 1498 i9S.1 ffiSO 10t.p t6C6 t23.A s� 91.4 10� il8.8 836 7g.Z t0� 1Q4.4 62f 96.9 1098 1482 8i8 Sl.i 5448 1Q8.2 Q1g � ?� 7� m 12k1 1q0.8 8B0 111.8 7B4 17i.d BBO 129,0 7�9 100.0 BBp 110,8 731 B&0 89U 700.0 722 78.2 BBO 83.0 71T 7q,� 8B0 EB.Z 703 68.7 BBO 78.II BBH R0.9 B0p 78.6 pB8 44.p B80 78A 88B � � 7S � 7tlin 11&7 7B0 1251 BBO 98.8 79v 106.4 679 85.5 7B0 89.7 Bf%1 7;.9 76p 03.8 d62 08.6 790 78.9 &I9 59.9 780 717 895 dO.B 7B0 85.1 824 A2.8 180 B21 61B 97.A 790 81,G 917 a � � } � � JEIn 110.E 7bD 1t5.6 �7 42.8 t56 98.1 9ii TII.t 7W �.9 832 �.Z 7Stl 7J.1 82t ai.8 T'3D TR6 812 6b.+i 750 66.T � 46.Z 7� SB.4 b94 3&8 7b0 6&2 58& 34.8 760 85.8 S� � Q ,� � 9DYi it.7 S!9 71� E00 e0.1 083 82,8 4Bi 61.b 683 54.8 4&A 46.1 39J 9B.B A76 �0.7 BE3 M.4 MB 38.1 B63 i10.6 �82 30.0 E89 98.2 �52 26.8 899 333 NS 71.6 589 91.6 �d2 <( � .�'�''i- � 80M 09.4 d0� 81.1 M3 �0.6 495 61.6 436 A34 qBb 44.8 427 �7,1 485 38.8 A21 33.0 A95 39.1 A15 29.7' 485 332 �OB 2A,8 496 '29.1 A00 21.2 405 2&8 aa 18.� 495 26.0 390 � a� JBO� 709kf ALT 3@1 426 3S3 3t9 391 3�19 S#9 268 34! 3/.1 342 26.1 901 27.0 93T 29.2 39f 249 333 91,9 397 Y2tl 328 17.a �t t9.T 521 14.9 99t 17.8 9ib (� � 1111n 98.9 370 98.2 39S �2.D S�o g3.0 �0 27.5 970 20.8 926 �I.O 990 25.9 820 21.4 870 22.t 91B i9.2 370 RQ.B 312 18.0 370 18.5 �5 � � � ' 1IOq1 944 817 �0.0 28B T59 3�7 29.0 2B9 21.7 31l 42.6 2B0 76.0 3T7 iB.B 27B 16.8 917 17.9 Z73 (� � � O . f4f Mf 'll.$ 710 t7.8 2U.4 ¢ '��'� ABLE 12B ANCHpR GAPACITY ADJUSTNIENT FORMULA: �� � ��� Anch'or CapaeNy 7phM(ba) ANCHOR CAP.,,,,,,,,, `� a6de: 2n�ca,erele 3 r�k conc. xannaer c�au pead crau riw �� (DP,,,)X( �=ANCNOR CAP.,„ MULUON CAP.,,e,�,,,, n,wfw rypa: a�te^e�eo imrocun tJ�•eko umsar.n ana^Eieo an6'Etco envecrn trP Earo Urnacert u'�'ss�tce wte^E�o �tr ss�eo �io s�ed nz sroe� st2 sha USE THtS FOftMUl.A T4 OSTAINt TF�fiNCtit?R Am�hptCllp PeftelY�9 Utiecnn NpOiaGOlor Ultrnoon AppraGala Screw(G6)6Cew i�5) Berew(O�ry CqppCl'I'Y REQUIREA"CORRESPONDING TO AN Edpe pielance Qn): 1" 2-i/z" t" z-�Ix" a-�ro� �^ 2-irr� t^ 2-�12^ Y s�re^ z� o.ae" o.w^ o.aia• ACTUAL.PRESSURE REQUIREMENT FOR THE EmLaknent�p 9ata" 1-'�/a^ t-stc taM' Y t-7tR' bu4 �-va° i-ua^ �-va• t-iu^ z i-3�e" 7aro" {�earolea) ppENINO,WHEIJITISLOWERTHANT'liEMUWON znnGn�a�s t�.a..r t2l 2.a n�ro d�ae{Fq.�r aoa ws as�r�ec 4so e¢o ms i� rro�e 2eo ros �ros 7ao�,s eee�bs �zo bs tiaz ua aza�ee a2o iw sea�a CAFACTTY(FROM TNE TABIE)�TFIE SEIECTEO �AncFae�15 MM.O.C./(2)�x.5 Anpte Cilp.(Flp.Rk 74D Ibe 7001be 7Bp Ibe 187U 16s 2625 Arn 6101M 5BO IIre NIA 1 t20 N� e3B Ibs BBO lbs Yae<Ibe B5Y M� &Olha 712016a MULLION.R WILL YIELD A MMIMUM ANCHOR 6Anclwn�Z.7P Mln.O.C./(2)2ri5 Aiple CRps CFIp.3$ ti2016� 11201ba 85916s Y4491be 2254�ba WA EAO ibe N/A 105BI6e WA 13201U� NIA B781b� 1780Ibe itl8016e CAPAC�TY WHICN MAY 9E USED TO qUALIFY ADDRIONAL ANCHOR OPTIONS FROM THE �R�U�T�V136D F�GURE 1 ANCHbR CAPACI7XTA8lE. R4m���yly���Yy��g�ide OuiidYugCode TABLE NOTES: ��j� nc�xpim�ro Wo • • tJ SEE SHEE7 1 FOR lNSTRUCTIONS ON USMG THE TkBLES ANq SHEET Z2 FOR INF012MATION O1J LOADIN6. � ���n�� ^ SEE SHEETS 2-4 FOR GEMERAI tAtSTAIlJiT10N t�THQOS. IIr Minm mte Produc � FIGURE 2 2)LINEAR INTERPOLATIbN BETWEEN MUII LENGTH3 AND/OR OPENING WIDTHS IS AWpWABLE. `���1 1 I I 1���� � � 3}MULiION ItM12D MUtLiON GLIPS StIOWF!ARE NOT T4 SCALE.FOR EXACF DIMEMSt4NS,SEf St�ETS 18-24. 925' �� pt1.,..... .,-!�l /!�� � � � � Alt MULUON CLIPS MAY BE FACTpRY MACMINED AND CONTAIN liRtUSE�F{CiLES.ttOLES MAY BE 6Rtlt£D M7 �. ��y'<�,• �,�GENSg ' F"P . THE FIELD FbLLOWING pIMENSIONS SHOWN ON SHEE'I'S 1&20. � R'.' �,.k�� 4)SU05TRA'fES:C4NGftE7E SHAII CQNFORM T4 ACi�1 3PECIF4GATI�dS.HOLLOW AND 6ROU7-FILLEd 3.250" _ '�: No,58705 _ FfGURE 3: COMCRETE BLOGK llt�i't'{CMUj S4fAll CtNdFORM TO ASTM G�.WOOD SHAli.BE PRESSUFtE-TREATEO - ' ;�_ TR � � � � YELIOW SOUTHERN PINE WRH AN SG OF tl.65.ALUMINUM SHALL BE 8063•75 AND BE A MINIMUM OF 125' ��(y�' ��3 O �� ;(U� THICIC STEE4 BTUDS 7p BE A MINIMUM GRME 33 ANp.U45"THICK(18 OAUGE}STRUCTURAL STEEL TO 8�AT �.gqy �jJ - ��lI� tEABT 125"THICK AND A38.ALl ANCHORS 1NT0 METAL SHALL EX7EN0 AT IEAST 3 SCREW THREA�S BEYOND MULLION �i�it��•. F/,aR�OP.'�\Z: s s 7HE MATERiAI.. i � '� . ... ANGIE CUP(FIGURES 1-3)MU6T BE USEp IN PAIRS. ����ssi aNl�L�?��` A.LYNN MILLER,P.E. Fl P.E.�158705 . � . , TABLE 13A ��� w � Multlon Ca acl Tabb alft' ��,� '6 OpeningWldtl�QorveAicaAy-spannlrgmulfiore)orOpeningHeigM�torhorizanlaAy-sparmingmulAore) �C�� � W In eo In 70 In eU In 901n 700 M 1201n 1�o In teo In p ReclerqWm Tiap/Tile�q. Reclarqidar Tre�MTharp. Rxlanpular Trep/�Aanp. Recletqulv TreWTde�q. FieclenpWa Tep/fderp. Redanpulr T'ap✓lAeng, RoctanpWaf 7Fep/Triarp. RxlenpWer ltepTdarq. Ractanpuler TrapJTAenp. d 9.26"46 �wapp Lamd�ng Laemna Loea��p Laetlkq Laednp Loadhp Loednp Loeding Lae�Mno loealn9 LoeMnp Loemnp laetlhre Laam�a Lm�inp LoemnB Loed�np 9 Ze a � b DEQAL � �� � �� � �B � �g � �� � �� � �� � �� � �g � �a. � �$ � �� � �� � �� � �� � �g � �� � �8 � � BAY MULL �� �� �� �� �� �� �� �� �� �� �� �� �� �� g� �� �� �� �� �� �� �� �� �� �� �� �� �� z� �� �� �� �� �� �� �� z ��� 42h1 770.0 620 1700 435 770.0 7M 170.0 /7B 770.0 888 170,0 S�D 17Q0 BBR 1T0.0 519 iN.o 11/B 170.0 62/ 770.0 1210 170.0 621 170.0 1409 170.0 521 170.0 7735 170.0 5Y1 780.3 1871 17f1.0 647 O J qe ln 770.0 70E 170.0 5N 170.0 860 170.0 SBO 170.0 B92 170.0 &10 170.0 1193 770.0 BB7 170.0 7275 170.0 877 770.0 1417 770.0 BBO 187.7 1937 170.0 E80 N0.3 1B]7 110.0 880 172.8 1837 170.0 BBO � W.B46M 770.0 74I 770.0 683 170.0 OBB 1�0.0 B31 170.0 1MB 170,0 8B0 170.0 1785 170.0 779 770.0 1395 170.0 717 1700 1�&I 170.0 768 1471 1652 770.0 766 1IE.1 1632 110.0 768 110.4 155Y 170.0 75B W O� 571n 170.0 797 170.0 812 1711.0 OSB 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 B03 170.0 1�89 170.0 897 186.4 7465 770.0 B58 148.� 1�56 170.0 881 110.8 7�55 170.0 BBt 87.0 1A55 170.0 6B1 m 0 � � M Win 170.0 9B5 170.0 701 770.0 1�83 770.0 787 170.0 12q0 170.0 B7E 167.1 1308 7700 BII 17&7 1308 170.0 90B 726.7 7300 189.6 Bb/ 101.� 1908 757.7 B82 BB.E 1508 1671 B82 7B,8 1J00 767.1 982 � BJM 170.0 B30 170.0 746 170,0 1118 170.0 B60 102.8 1247 170.0 B00 142.5 1247 1M.6 9B3 7Y8.7 1217 182.8 B86 179.0 12!/ 1M,3 85Y 86.0 1R�7 198.2 &78 81A 12t7 135.7 035 7i.9 12p 135.7 036 � W d {y� E81n 170.0 W4 770.0 7EY 170.0 1189 170.0 903 1JB.4 H9� 1l8.7 8E5 128.9 1190 tO.O P15 176A HBO 198.6 Bt� 1v9.0 HBD 7Y0.4 B74 88.0 1190 178.6 BBB 7�.1 H90 HB.1 803 &t.B HBO 718.7 093 Z �z � � Y 72M 781.8 1010 108.8 6/7 134.7 1070 7M.8 e� 176.4 1010 127.5 B42 t01.0 1010 179.7 626 E&8 1010 105.8 817 90.8 1010 BB.B BU7 87.� 1070 BO.B 785 67.7 10f0 87.8 7B0 50.5 1010 87.7 789 � ? = 78M 1�7.1 aae t�ae 702 /14.6 WB 1420 776 BB.i e110 1071 791 E5.8 BOB 98.Y 7�0 78.9 BOB BE.2 7�! 88.7 BOB 04.3 728 67.9 90B 7�.7 71E �8.1 e0s 71.2 710 �2B 808 70.8 70B Q � .� 781n 1Z7.1 EM 7326 761 f06.9 601 HY.6 77B 80.8 BB1 BB.B 746 78A BB7 88.6 779 70,8 �1 81.0 709 83.8 EB1 76.4 0&1 67.0 B87 68.1 B97 �5.4 E87 69.6 B76 38.7 9B1 99.7 6T! �- � d � BOM B2.7 E99 BSA 674 88.9 eq8 72.1 684 58.1 BIB 82.9 501 57.7 E48 68.1 W9 060 8q8 l0.9 E37 H.1 &IB 17,0 fi90 31.6 0�0 41.6 519 78.6 eae 38.2 511 46.8 808 98.6 607 � m Z N u�i w� `� BOIn 90.3 BE7 70.1 608 OB.B 6B8 6V.1 �99 1&7 68B 81.4 491 �2.8 OEB �S.B 4EJ J7,9 EBB �1.4 47B 94.1 6BB 38.1 �70 YBA 508 33.4 �SB 41.3 398 3D.8 452 27.3 608 28.7 4G7 p1�t� �m � 8 108N 17.8 �49 �B.B �OS 38.9 C�9 11.2 300 8l2 �4B 35.7 903 28.0 19B 31.7 �Q7 76.8 MB 20.0 9BY 29B ��B 40.1 977 20.0 MB 227 9BB 17.1 �40 20.� 3Bi 15.0 448 iflB 358 111 N 44.1 435 16.0 386 38.B �2S 97.8 370 31.6 42b 32B 979 Z7.8 425 TB.1 307 24.9 416 78,y 982 2Z,1 0T5 2C.0 369 18.4 425 20.7 �0 /6.B 425 78.8 309 Y � � � . . 39 28.1 .B 328 2<9 9B9 16.B 92t 21.8 989 71.8 977 iB.4 9B4 20.5 919 17.8 981 18.7 30B (� ln Q O 1MM 10.Y 269 20.4 233 18.8 Z63 17.1 790 a `t Zm(p �. Q� TABLEI3B ANCHORCAPACITYADJVBTMENTFORMULA: - ng� Ancho�Capaclty Ta61e(Ibs) qNCHOR CAP.,,,,,,,,, °'� Subetrete: 2 7k Concreta 3.6k Cona. Hdlaw CINU PMed CMU P7wood M�� (D:,)X( >=ANCHOR CAP.,,, MULLION CAP.,,�,,,,,, N1B"Elco 1Id"9S Elco d1B'Elco 1M"SS Eko fH0 Steel N12 61ee1 N12 Sleei Anchor Ctlp Pefterru Anclror rype� 9NB'Elw Ullrecon 1/4'Eko Illliecon ����� 3I18'Eko Ullrecon 1IC'Eico Ullrocon AQ�a�m Ullmcan AggreGela Sciew(GS)9crpr(G5) Sciew�(i5) USE THIS FORMULA TO OBTAIN THE"ANCFIOR CAPACITY REQUIRED"CORRESPONDING 70 AN Etlpo Olelenee�): 1" 2-1f7' 1" 2-t/2' bt/0" 1' 2-1IY t• 1-1IT 4" &11e• Y o.48' O.W" 0.724' ACTUAL PRESSURE REQUIREMENT FOR THE EmbedmeM pn) t-s/4' 1-3M' 1-�M" 1-7/4• Y 1-t/1• 1-1u" t-1u' 1-1i4' f-t/a' 1-1��^ 2" 13IB' 1�IB' (aee nate 1) OPENING,WHEN IT IS IOWER THAN THE MULLION z Anc �5' n.o.C.!(2)Yz6 Anple Cllp�(Flp.i): 3BO Ibe aaa Ibe <6o IM eeo Ibe i�oo me zm Yeo I s 35a Ibs 7IO ibc 4se be 72o be n82 � a281W �zo Iba eeo Ibs CAPACITY(FROM 77iE TABLE)OF THE SEIECTED 1 Anchon�9.6"Mln.O.CJ(�3.3 Angls Gips(Fq.2F 7eo tm 7eo ibe 7eo ib. fe7o Iba Y6261be wo ibs seo IM niq t�2o ibs aae Ibe eeo ib. 2381 t�e oc2 roa e�a ibs ��2o rtn MUlL10N.IT WILL YIELD A MINIMIAJI ANCHOR !A�hps�4.77^Mln.O.C./(�sx6 Anple Clips(Flp.9Y 17201bs 17201bc 95E M 221816� YISC Ib� NIA B�0 N� N/A 1058 IW N/A 132016e N/A B70IUe 1YBd Ibs i6B01M CAPACIT�'WHiCH MAY B�USED TO O�IALIFY ADDITIONAL ANCHOR OP7tON5 FROM 7HE rROnucr ttEVisCu FIOURE 7: ANCHOR CAPACITY TABLE. ���omplying with�ho FlmiAn TABLE N07ES• outldii�g Cade Acecptnnca No Z.O C imlian;Mte ^ ��o • • 1)SEE SNEET 1 FOR IN9TRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON IOADNJG. SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME7HODS. By Min i nde Pmducr'Conl FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LEN6THS AND/OR bPENINO WIDTHS 13 ALLOWABLE. �11111111� 3)MULLION AND MULLfON CLIPS SHOWN ARE NO7 TO SCALE.FOR EXACT DIMENSIONS,SEE SHEE7S 70.20. `����N`l.� ...M/( �i� � � � � ALL MULLION CLIPS MAV BE FACTORV MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 125" 45' � .�`T,.•��G�NSE� '!F'A �! THE FIELD FOLLOWING DIMENSIONS SHOWN ON 3HEETS 78-20. ` ��. �' ,*� 4)SUBSTRATES:CONCRE7E SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250" � *: No.56705 , FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHAIL CONFORM 70 ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - * � � � � � YELLOW SOUTHERN PINE WRH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF 725' _��, A �� 3 (' ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45.�Y � r ' STA�� '.�` LEAST.1Z5'THICK AND A38.ALL ANCHORS IN70 MET/LL SHALL FXTEND AT LEAST 3 SCREW THREADS BEYOND • �'� • • THEMA7ERIAL. MULLION �:�iC� '•.,R(OR1OP" C�\� ANGLE CUP(FIGURE8 1-3)MU37 BE USEO M PAIRS. i �'�SS10NA1.�,.. A.LYNI�I Iu�ILL��t,P.E. FL P.E.#58705 .* F"f,fl��� r"�.�1��"{ y � --� 1.q00' �--- --' 1.060" f-- ���� �s h 1.288"-�.�I ��x� � ---j t.1�0' '-- �j 1.000" �--- 125' � I �o� o J � pa�� I � - 2.780" i26" 2.760" 125" 3.125» 725" 3.198' � bx � � 125' -125' --125" 2.OQ0' 2006' 2.tt$" tI _�.2G5" 1 y§���p{ L .725' � L 129" � in'-� .375" 375" '� .SOD" � f � -f � � .�a• � ; 1'X2'X 126'MULLION PX2'X.376"MULUON PX2A6"%.375MULLION 1'X2.75'%.850"MULUON 1•X3A25'X.GMULLION 725"X3.188'X.286'MULLION 128'X2,11'% i2$'MULLION � � 8tl83T8 ALUM. 8083-T9 AIUM. BOB3-T8 AIUM. 9083•TB ALUM. 6083•T8 AWM. 6083-TB ALUM. 80B3-T8 ALUM. � X-SECSION X-3ECTION XSEC710N X•SECTION X-SEC710N X-SEC740N X-SECtiqN Ul�„ � p� � � {-�r»-.�2s' �-{r--125" TABLE A � d j� --�F---126" � � � I � soe.a�-T6��A�tx�, Dlmension Value Qn) Far Mulilon: � W � � STAT�'.tARD CLlP � X•SEGTION � 2X6 ANGLE CUP A 1.825 � �g � Z�, ( 60B&7E ALUM. I z i2�, 8083-TB ALUM. � (]'� XSEG710N X-SECTION g z•654 � 2,O O Q" 7"X 2"X 1 2 5" Q,o C 0.896 Aluminum � � " t .i28" � �_ ��' 6 4.?A4 T�ube Mu�bn � � .d rn� E 460 Min. �-�- d��#�o � 125'��.� � A 1.128 � Z S � 740' $ 2.d04 1"X 2°X.376" w 6.500' Aluminum � J N .375" 3.125"--�{ CqEATHF-CLIP,9EE MIN. �`����---���6.0� --�Iy_ D 0.49p ���Mulllon � � e( � �- � .338"MIN.U�t� .375"MIN. E 0.45Q �- ��,� MIM, DETRB.F,SHEE74 � 808&79 ALUM. � A 7.878 � �Q`� 1.15" ^ � A A 1 E USEO FOR ALL 1"X 2"AND A ---- ----_ - B 3.000 1"X 2J5""X � � MIN.. V 1"X2.76'MULLONS. p,G.'"Y SN�TS 68 01,312" C 0.757 .375 Alvmlmrtn �_ R1.225"TYP TOAViEW D 1.345 TilYJL'MkdIIUfl � P1.312" 3.060"MIN. 3TqNDARD CLIP 2X6 ANGLE CLIP E .450 Mln. gpg3,�gp�jAq, 8083-TBAI.UM q 1,312 7oPVl6W � � rOaviEW 8 3.t100 1"X 2.75"X .338"MIN. C 0.479 ��50" u-CLIP TABLE 6 Aluminum 8UB3-TB AIUM. D 0.838 Tuba Mulpon '�'X3.925`x.�° PGT Fart# erconUCrx6VtsaD 5,60tl" .375" A, �' Ml1LLONLY SHEETB MutiDimenaton�sheet#► E .d54MItt. �cu�pplybigx30�SheFiMtda � TOPVIEW Mulllon Std.dip OHaetClip U-Clip Angle Clip A 2.ppp �O1�a�� .375" �-� MIN. E AcecpttmceNO 'C) 22�b 16 MW. 1"X2"X 125"(5) 68805 669113M 8661118M 668243M 866517M B 2��� 1"X 3.125"% E irotian 4ate C 0.883 -5U0"Alum i YX2"3C.375"{E3} 866008 8861tdM 866i�19R1 66824dM 6865'E2bR �P ���. Q D 1,137 TubeMutf Mi i adeProdac � -�- 1"X 2,75"X.375"Q) 88807 686115M 8881120M 889246M 668513M ����I i i i i � MIN.,,� � � E .450 Mln. O.G. ' 9.312" $ .338"MIN, 1"XZ.T5'X.$54"{B} ti8848 88$116M �8412?M 888248M 8SB5fAM A 2,625 \����ty@1`I .. . .., �1��,���r' � V�CLIP 1^X 9.125"X.5q0"(8) 68637M 68811 i6M 8861114M 6882A2M 888515M B 3.282 1.25"X 3.188" _� ?�� ���'��5� ' � 8083-TB ALUM. � P.' �..��. 12b'X3.188"X285' �,Q5"X3.18B"X.265"(72) 96841M 8881117M 8681118M 898247M 868516M C 0.882 X.266"Alum ;,*,.• No �Q��� Q MULL OldLY.SHEE712 TUbB MUII ' � � ToPV�w 1.28'X 2.11"X.125"(15} 89370 NIA NtA WA 9885f 7AA D 1.762 = E .450 Min. _ ' (�����' I � E NOTES; 1.26"X2.11" '� • IN 3�7� :•�` �Z6• ~� �' S7A7[bF flF�sE7CtW ' A 1.Q13 �21"AWm l � �'• k(,ORtON.'G?: BU83-78 AtUM .7d0„� t}Al.0 PotULLION GLIRS MAY 6E FACTORY MACFIINEO ANp CONTAIN iJNUSED HQLES,tF NEEI�Q, T��p��� 'i��{`s'' •..,. iOPVIEW � HOLE5 MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS CiIVEN ON THIS SHEE7. �� ,S tQNAL�"��`` �, / 2)SEE SHEETS 2-4 FOft GENERAl.IN57ALLA?ION METF10bS. A.LYNN I�AILLE��i,,p.E, fl.P.E.#�587fl5 • t --� �.oaa �-- --� i.000� (- �` � �}I�{�.t2s• ���� x" ( ! 'I F""'125" �R'�4+ 4 � � o �^ + 125' ! � � �y,a� � 4.000' 4.000' 2.000" I 2.12$" W t25' t25" ! i � 2.�� f 26• t 126" !S 1- � ��� .126"� � w STANbARO{.�.IP t1�ClIF 2X5 ANCaLE CtiP � .126" 8Q83-TB ALUM. 8083-78 AIUM 8�T9 RIUM .�.� 976" X•SECTION X-SECTION X•SECTION � � m �� ��xa�x.tzs� rxa�x.a� � -s,soa m � o ff��---------- '�''�' O 80B�T8`AL�UM. 8083 9UAL�UM. .375' ..._.3.126"---•-•-�--�j CUT HERF•G.IP�sEE .375• I �'�e�_3'75° z cM0 X-SECTION 2��. X-3ECTION M�N � OETAILF,6HEET4 � �� � MIN, � W Z �� � � � -.375" � � � ����1.377' 1.75" ("1 (� M�N. � MIN. y I `�.. Q �.312" ,� a •- MIN.� Y �-QJ.312" t O.C. � � ( � F 2 � d rn 126" I 2.87B'F ----- } �--"-'--- F �e CF ---fl---�--� f � Z���oB I 3Q° � O 3:25�` 2.71•MIN.O.0 � � �1 8093�T8 ALUM. � I O O �,,.! 3.p0"MIN.O.C. C7 � d � XSECttpN ('1'X 4"MULLS) � . � N 7 fG226" . _ _... � . 228"J �.gg1"� STAIN4MDCLIP 8083-BLALUM. Q 83-7'BAI.UM. � � ��� @Q@3�18 ALUM. 3.A88" 'i'tW VtEW USED FOR NS t• TOPVIEW X A*MIR.lIQM9. �� .128" SHEETS 10&17 TABLE C � I TQPVIEW �'S�. Dlmen�lon V�lue(In) For Mulllon: � .375'-..1..._-._... _._._.-_,.._� .375" M�. t F 3.88T 1"X4"X.126° � G 1.000 Aluminum I .1�- ,y�. 1.76' ("� � �} � Z.g@p Tube Mulllon MIM. Y "�, s�itopirc'r�z¢vfsen O.G��� ,.�_fD.312" F 3.t87 1"X4"X.375" �canntrin$.vMh4hartmfdn � Dnilding Codo 45•BAV MULLIpN 3250' 2.250" � 3.000" G p.757 AIte171nU1I1 ncccpinnceNo� " •a��� �3.TBALUM. � �{ H 2.430 �be MulltOn Ex ireu Ram X-3EGTlON F 2.$13 30°B Mult BY � � � O O � Mironi edc Pfo ua e ' � F 2.875 45°Bay Mull 1�11 i�i� .228"�I-.98t'#I - `��� �,�t�YNN Mlj��i��' �2s^ � TABLE D :�a.��t`4•-�\cENSE"�.�� ; Mull DlmernNon PGT Part� ; R' � .�lc % .740" � {ahest#} ��ion $td.Ciip f)ffset Cllp U•pip Ang1e C(!p ="k:' No.50T05 . �' a�FS�r aiP = � � NOTES: 8089-78 ALUM. 1"X 4"X 725"(70) 69384 668171 M 8661122M 666241 M 866618M I I� 1)ACI.bMlWONGLlpStAAYBefiaG1'ORYMACIflNED,at� TOpv�ew t"Xd"X.375"(11) 68910 688712M 5881123M BBB242M 888519M '�^j�''•.� $T�7EdF1 .'���W� -��C? '' fiL4R1D?'�('j��� CONTANt tlNUSEQ tlQt.f8.IF NEEDED,FtOLE3 MAY 8E OftiltED R�7 SO Degtee{16} 88849 NfA FUA f�A $8851'10M i 7HE�'IEIU FOLIpWING D�MEN510N$qIVEN ON THIS SH@ET d$Dep�ee(17) 868b0 N/A N/A WA 8865111M /��;�,S�QNAG�"� 2)SEE SF�E752-A FOR CiEMERAI INSTALLATIpN MET1iODS. -...__--.. ._. _ A.LYrII��WflCL�'F�,P.E. FL P.E.#5874b . � TABLE E ��� w � MuIlDimenefon PGTPart# r� ¢ ���x F (sheett� Mulllon SM.Clip U-Clip Angle Cllp I ��1z5" --�r---125^ -.{f--125" ��� LL 2"X 4"X.25"(13) 66802 888281 M 686271 M 6665112M ��o� o � STANDARD CLIP � U-CLIP 2X5 ANGLE CLIP p ° 2"X 6"X.25"(14) 86904 898282M 886272M 6865113M � � � � � B083T8 ALUM. 6063-T6 ALUM. 808�•T6 ALUM. b 2.000" X-S EC TI O N 2•125' I X-S E C T I O N 2.ppp^ X-S E C T I O N � NOTE6: N 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED � �25� ' '1z� L 125„ Z �N� AND CONTAIN UNUSED HOLES.IF NEEDED,HOLES MAY 8E DRILLED IN THE FIELD FOLLOWING ��490,�T O DIMENSIOIdS GIVEN ON THIS SHEET �,qgp• J 2)SEE SHEETS 2-4 FOR GENERAL MISTALLATION 5•�0� METHODS. cIJfHERETO 5.000" W � o� 3.500' CREA7E F-CLIP, 3.000"MIN.O.C. 3�6� j O M 2.000" .376' � SEE DE7An.F. .376' � .376" r -_�__M�. �_ io M I N. � S H E E T A M I N. GJ.225' N � � Q �- O z �� m I 7.344' I fd.312" .� 1.716" 2.688" 0.0. � p• .n J a � � 4.000• MIN.O.C. Q J � �t - --- -- 3.438" � � - 3.438' �C --0-- -- Z � a N .250" 2"X 4'%25" MUILION (d.312" 3.438" F Z..Z ap 6083T8 ALUM. I (7 a� ��� X-SECTION 1 .375" � Z o O ' O O O O,- ""�'' � O � �_ .B3T MIN.O.C. v z.szo� a..g z � .260"- STANDARD CLIP U-CLIP 2X5 ANGLE CLIP �� � ��� 800&78 ALUM. 8083-T0 AIUM, 80B3-TO All1M. TOPVIEW USEO FOR 2'X 4' TOPVIEW � 5.500" MULLION.SHEET 13 CUT HER6 TO TOPVIEW f^-2.000"--� .375" 3.500"--I CREATEF-CLIP. �5, �5.000" � SEE DETAIL F, 3.000" ,376" MIN. ¢ r-SHEE74 MIN. 0.225" � MIN. O .375" + � 1 � 1.715" I 1.344" Q1.312" "� MIN.O.C. O.C. � i�pd^ PRODUCTRGVISE� � O I O MM. ne complyiiYg wilh Ihe Floridn I Ijvilding Codo I fD.312' Acccptm�co No�'� {, I Ex iMianhlete 1(0 .250` 8.000' � --- -}--- --- 4.688" � t 5.438" � - B � -� Minml ode Produc o 5.438" 5.438" \`�11111 // rxe•x.z�• � ' � ��\��a�" �' ���F��': MULLION I I `e�'� ,. ��GENSF '. 'P 808&78AWM. �'.* � X-SECTION � � .376" = � � No.58705 i _ _ : . O MM. _ �' O 0 ���, � 0 11 ' W 11 3 :_�,` �- .637"MIN.O.C. �� STA E Of- G` 2.e2o• '��T�'• �loRtioP.•�� , .250` STANDARD CLIP 80B3-TB ALUM. 2%5 ANGLE CLIP ��'�,;SSlONAL�' 8083-T8 ALUM. USED FOR 2'X B" 8083•TB ALUM. i i�� � �����`� ` TOP VIEW MULLiON.SHEE7�4 TOPVIEW A.LYNN N��LLER,P.E. TOPVIEW FL P.E.#58705 . � Y* EXAAtMIE 9:SINQL�V£RTICJLL.MUL40N THE BUILDING SUBSTRA7E�B K1�iCSSVJN TO 9E Wp6p�t ALL F4UR SIDES.THE 4VIMDf7W FFYAME OEPTH 13 2-1f4"THE OPENINO REOUIRES A DESIGM PRESSURE dF+BL1.Oi�6Q.0 PSF � �j i)tNITfAl.LY ASSUMMIG THAT A 1"WIDE MULGON tS SUITABCE,TME MtA.ttON t�ttOTH t3 7T AND THE bpEMING WIOTH IS 32"+32rt"=85".REFERENCINC3 SHEHT 22,THE COLUMN t75iMC� qry gR NO ANCHOq8 N HEao M -- RECTAN4U[AF2 LOADIN6 MUST 8E USEO.SCAM 7FtE hNtUpN TAStES fQR A MULUON THAT iS A7 S.EAST THE VYfNDOW Fl2AME DEP7H OF&9/4^AND Wltl MEET t}R EXCEED THE REt3t1lREtr :7� O�SION PRESSURE OF+b0.0%80.0 PSP tF THE TABtE DOES idQ7 StiOW 7tiE EXACT SlZE,tJSE THE NEXT L.AftOER S2E AVAtLABLE. ��aa����,' � \~'�E � FROM TABtE 3A,SHEET�,TNE t'X 2.76"X.375'MUtEH?!d(GENO7N=7T,OPENINO NR�TH=70'J MEE7S 7F1E DEPTH REQUtRED,HOWEVER THB 6EStGN ARESSSlRE tS N-58.3 fiSF ANQ WOULQ �d � FENE8TRATIOlt oE7'Axs, NOT 8E SUITABlE FOR 7t!!S Af'Ai,lGA7tCNJ. A�4� � PROBiKT'& SHEET3 APPAQVAi 2-3 S FROAd TA6lE 4k.SNEET 8,THE'1"X 2.i5"X.85p"MULLION{LEN�TH=72",OAENING N7p7H=7b"j NRS A DEStUW pRESSURE OF+l-72,T PS�`NHlCH EXCEEDS 7HE REGNJIREMENTS FOR THE �' 7• dPEtdtN(3 AFI�MAY @E USED IM TNtS APPLlCATKNJ.NOTE TNE ANCHOF2 CAPAQRY REAt11REp C�836 LBS. N �111L1H�i �E� 2}USE 7AB1.E 4B TO FIND 7HE ANCHOR 7YPE,ANCHOK QUANTITY AND CLiP 7YPF REtiUtRED FOR 7HE WOOD SUBS7HATE.BpTH 7HE STANDARU CLIP WITH{4)#12 ANCHORS AND TtlE 2X5 � � Q AMOLE ClIpS W17F!(4):q12 ANCNORS HAVE A CAAACITY OF 84p L85.3FtOUGtt ERNER At+'�COUl.D BE USED,TWE STANOARD CLIP 15 EASIER Td INSTAt.4, z �N �j oETAnB, 3)VEi21FY 7`HE DE5IOM PR6SSURE OF'ME FENES7RA7lUN PRODUCJS USED W!"fH TF{{S MULUON$YSTEM,THE LOWER DESIGN PRE3SURE,8F MULLiS�tdS OR FEtdESTRATIbTd PROC7UGTS,WILL � a��TS A P p L Y 7 0 T H E O V E R A I L A S S�M 9 L V F I N A L D£5 l G N P l t E S S U R E R E q U 1 R E S 7 H p T T H E 6 0 T H T H E M U L 4 1 0 N A N D 7 H E F E t J E S T R A T i O N P i t O D t?G T B E t N S 7 A L I.E D I N A C C O R 4 p N C E l N I T l 17 H E � ,�2'� tt3S7At,LATtON SI'EOIFtGAT14NS INT4 RESPEGTlVE SUBSTRA7'ES AND FENEST'RATION PRODUCTS TO MULU6N. �. � 4N TNIS EXAMPIB,7HE OESIGN PRESSURE REQUIRED WAS+i-BO.d PSF.THE OVERAi�L Ntt7LttOPt SY3TEM WAS DETEi3NNNE0 TO B@ M.7 PSF WI7H AN ANCHOR CAPAGITY OF 838 L85.AL'SERNATIVELY, LLt o MO AHGWORS 1N WNOOW Sl�t TNE ANCHOR CAPACIN AOJUS7MENT FOqMULA COUtp WAVE BEEN USEU TO CALCUtAT£TH6 AP1C4i4R CAPAqTY REQUIfi�D Fi}R THE EHACT DESION PRBSSURE dF 80 PSF: � � 32' �---�--92' '��' � �1--MU[.L WIDTH 6$$L85 a WM�TN (80 PSF)X{��PSF�t 624.9 L6S tMAY BE USED TO QI,iAIiFY i�10 STEEI SCREWS FROF1 TA9LE 49) � � �. � � � � 7NE BUILDIMG SUBS7RATE IS KNOWN TO BE CMU ON TH6 JAMBS AN6 USEB A GQNCRETE NERDEIi RPHT S2L,'fHE W7MOQW FRAME pEP7N I5 2-3/B"7HE OPENlNQ RE4UIRES A � DESH3tJ PRESSURE OF+(O.OJ•55.0 PSF. � d �- FOR 7HE VER7fCAL MUI.LIpN: �Z"' 1 1)fNffIALLY ASSUMING THAT A 1"WIDE NRILLION IS SUITABIE,TME MUL1,tdN LENG7H IS 82"*72°+'1"=t�^AND THE OPENINfl'UVI4TN IS 3G"+36"+�^=�3",REFERENCINQ SHEET 22, �C � � THE COLUMN USING RECTANOUTAR LOA6�Np SNAI.t BE USEd.SCAN 7HE MUIIiON 7A8LES FOR A PAULLION'1"HAT IS AT LEA5T THH WINDOW FRAME UEPTH OF 2•3/8"ANh WIIL � �� §�o� HXAMF�LE 2:A9UlTlPLE MULLlONS MEET OR EXCEEp THE REQUIRED DESiGM1t PRESSUR6 OF+50.Ot-55.0 PSK !F THE 7ABLE 40ES NqT S410W 1HE Ef(ACT SIZE,U9E THE NEXT LAFiGER SIZE AVAILABtE. � � S FRQM TAHLE 3fi,SHEET 7,tHE Y X 2.J6"X.976"t�MJl.i.IQN{LENG7F1=108".OPENINq WIUTH=80')MEETS TNE dEPTH REqLiRED,HOWEVER THE OESK�i PR�S3UR�t5+l-16.1 p5F �.' � Y MiUl.t NAaiH--I�` 1tND VYOUCO NQt BE SUI7ASCE Ff3R TNISlN'PUCATfOW. ~ � - FROM 7A8l.E 9A,SHEET t3,THE 2"X 4"X.290"MU1410N(IENOTN Q 108",OP�MNO NADTN=80"j HRS A t1BSt{�.t PRESSUf2E QF+(-g4,7 pSF Y+MlGH EXCEEDS TkE REQUIREMENTS a Z ,tq ��-SEE FOR THE QPENItJO AND MAV BE USED!N TNIS APPL7CATION.lVOTE THE ANf:tfOR CRPAqTY RELt!l7RED 4F 871 LBS. C?�, 6eE nErnns' � CC . 32" �,�s��� 9MEET8 gECqUSE IT 19 NOW KNOVWJ THAT THE MUE,USNd WN.t RDD Y 70 TNE WlD7M OF 7ME NN1LlED URIIT,iHE ADJU3TED OPENINO N7D7H IS 38'+38'+2"=74",N0T T3"A&PREViOUSLY � �"� � rko0UCi5 2'3 ASSUMED,VERIFV THAT TNE pfSf6N pRE33URE tS STlLL APPlICAbLE FOR THE AOJUSTEp OPBNINO.AL7ERNA7IVELY,THE LMNDOW WIDTHS MAY BE RE4tK�D Td RAMNTAIN APPRWAL THE 73"01MEN3ION(35-tYl"+35-1t2'+2"s73"�. ' 2)USE TABLE 88 TO FIND THE ANCHOR TVPE,ANCHOR QUAN7ITY AND CLiP TYPE REqU1RED FOft THE G4NC!¢EtE SU857RATE IN 7HIS EXAMPIE,ASSUME 7ME POVRED yEqT�Cnt,� i CONCRH`fS HEAqEFI AND SILL ARE 8'WIDE,IF TNE MUILtON CLIP WERE TO 6E CENTE#iE6 Vdi'TNIN THE 8".L;AkE M1U37 BH TAKEN TO MAINTAIN THE FA57ENER'S EDOE DISTANCE. xtUIL�ON - � USIN6 THE STANDARD CIIP VYITi(8)3N8"UL7RACON ANCHORS AT Atd @0f3E D13Tf1FJGE OF 2-9M"Ki1VES AN ANCHOR CApACITY QF 1050 LBS WHICH IS aREATER,AND tENaiti '�� p��� TNEREFORE SURABLE,FOR THE REQUiRED AiN.�fOR CAPACItY Ofi 9T'1 LBS. a SNEEis2a SHEC73 FpRTMEl10R120NTALMULL10N5: oPENIN9 ��� BECAUSE THE VERTiCM.R4Ult WiL4.B£A 2'X 4•?C 350'MULLION,IN THIS EXAMPLE WE WILL MA7CN'ME HOR20NTAL AND VERTfCAi.t�tLlWM3.ALtEfitNATIVEIY,AN07HER HOR12. J/ �/ MULItOFt 7YP�CIX1Lp HE GH65EN. ROAVCT iZLVISBD MUl ION / /j/ tqmpiyi�wilh Qrc CloPlda / �l� 1}THE NNLl10N LENCiTH I5 38"AND THE OPENING H81GHT IS 32"+72'a2"�108",REFER£MCNSQ SHEET 22,THE GdlUklPf 118HJG TRAPEZOfDAU1'RIANC3UlAR LOAOING MAY 8E utlJtng Cbda USEb.FROM 7ABlE 9q,SHEET 73,TH6 2"X 4"X.25if"MUL4�ON((�LEh(G7ii=42",�ENtNQ}iEtGHT r 120`}tiAS A DESIC3Pf PftE$Sl1ftE qF+/-1 T0,0 pSF WHtCH EXCEEDS TNE cccpmucn No�^ +�l REQUIREMENYS FOR 7HE OPENINC,AM1 MAY HE USED iW THiS APPLtCATiQN.NQ'TE THE ANGHQR CAP'ACIFY REQUIfiEO OF 521 LBS. i 'mtian paro l�p SEE �i�� 2)USE TABLE 98 T4 PtNO TNE ANCNOfi 7YiTE.ANCfiOR QUANTtTY AMtU CUP YYPE REQUtRED FOR TWE CMU SUBSTRA'1'�.IN THN3 EXAMPLE,ASSUME 7NE C�R1.tAM8S ARE 9" Y $�7$ WtpE,iF TH�MUtLtON CCtP i+VEi2E TO BE CENTEREU WfTlit(V 7HE 8",CARE MUST BE 7AKEN TO MAfIYT�AfN tHE FAS7ENER'S EDC�DtSTANCE.21StNG TNE 2X8 ANGLE qJpS WI'1'N tAm� sdc Prodn Ixot f�3 (4)3/t8"tR.7fiACON+RtdCHQR5 R'i AN E013E DlSTAMCE OF 1"fiIV�S AN ANCHOR CAPACITY OF S40l.BS NMICH IS OREA7ER,AND 7NEREFt#2E StttTd9LE.FflR THE REQUIREQ ��i 1 i i t t� RNCN�R GRPRGtTY OF 529 LBS. ����pi��..... ..��C! ���r ��e'.H�ilX. 26'.H�2R. : �`�" ENS ''•�'f� : �� � 4)FOR THE U-CLIP!N THE HORIIONTAI MU!!.lON TO VERTlCAL MUtLtON,USE THE SAME ANCHQR CflPfiIX7Y OF 624 l,85,tRBLE 88�OR 7FtE U-CUP SN4WS THE IINCNpFt \ �,.''��iG 6 t MULI�ENfl7H MUIL IENGTI C,4PAC(I'Y!S 10T4 LBS WHEN US�NO 3 ANCHOR3.WH1CH iS 6REATER.AhlD TNEREFIN2E StltTRBlE,Fl3R 7HE f2EIX11RE0 ANCl10Fi CAPAGlTY REQU�HEMENT'OF 541 LBS.TNE ^. Q`� �'.�C� txNO Wtt?7tt pfM NEft7iCnL Mtx.t ANCMOR TYP�IS A#12 STEEL SCREW. ^'�� No.�$7�� � fiROM TH6 ABQVE 5TEPS.4UR MULLION DESIGN Pf2ESSURE IS: . Q.- +/-64.7 PSF FROM THE VERTICAL MULLION. '"'S7�", � p I� W� +l-17p.0 pSF FaOM THE 3B•HpR20NTAL MULI.ION ATTACHMO TO CMU: t � ,^`.C[t.` +l-170.0 PSF FROM THE 3B•HORIZONTA4 MULLtON ATTACHiNO TO THE VEFtTiCAt.MUttiOtd{iWTEHSEC11pNL ����. SYATE F . �y. i THE LOWEST pESIGN PREBSURE 1S+/•6d.7 PSF AN6 VV6Ulb pQPIY T0 AlL OF THE MULIlONS. ���'`..ti(pR1D�'''�{`j�. VERtFY THE bESttiN f'RES$ili2E OF THE FENESTRpTlON PRODUGTS USED YNTH TNf3 MULUON SYSTEM.THE LOWER DESt(iN PRESStJRE,QF Mili.tkNdS�i FEidESTRATlON ''�;5,`SjONA1��`� PRQQUC7S,WILt,APPtY iQ TNE OYfKRLt A33EMBlY.FINAL pESIQN PRESSURE REqUIf2ES 7HA7 7}i�BO7H TME MULLi9M ANb'{HE FENESTRATidN Pl20DUCT 8E INSTALLED IM A.l.YNN�MtL�.�R,P.E. RCCORORNG�WITtt'Ct1E INSTAlLAT14N SPECIFICATIQNS NVTO FtESPECTIVE SUBS7RATES AND FENES7FtA71QN PRODUG73 TQ MitGLKNV. Fl.P.E.#5�705 M J . • •t' EXAMPLE$OF RECTANOULAR LOADING EXAMPLES OF TRAPEZOIDAVfRIANGUl.Af21,0ADINO: r � � � i 0 ��t�� � � � pW pyy ��+� O ! � t�y � �X i� i � I ^ � %/ � � ; - _ � � SFWN SFi1DN SFVON SFIRiH j py�, pyy` � ��y . � � � 1�1 I � N 1 � I - - � � � %' o� j _ ,/` ,l' � � w o� LpApING OF VERTICAL MULUON lOAO1NG OF VERTICAI MULIJON j � � � iv�'j S1Ll Of W!F}Q4WS t+R7F RNGtlORED VYtTH tNFERS£CTiN6 HORIZOHTRt.Mtflll4NS � � � tt�� � �D � � � FANOF6 � DOpR � gC,p - --I � � '�' � lQAOlNO�VERTiGAE M�LL10N � .� � LOADING OF H4RIZONTAI MULLIQN LOADINp OF HORI20NTAL MULUON ""�q a� � � PW f/ - i , !-^ � ,� N Tf � � i 'r pW PW � � �o� � , i ....,. .. Pw PW W Z N // f � � T U�7 SHftlH SHlDH I �" O 3 1 4 4 f � � �H- �� � �°� o % � � I c/��� LOAUlNG OF VERTIGAi.MULIlOIV IOADtNO OF MORlZONTRL h9t7lCtON i � � � � � f � IJ � �� 3ft!C)Fl^tINQdWS NQTANCHQREO WtTH INTERSEC71N6 VERTtCAI NK1tUON � � � � � PW PW ryR I i � I.C3AD€td(3{�(2}f{Of2tZONTAL 141t.l1120N5 IOAOtNG OF MQi2lZONTAL MtllLf6N tOADM�t4 OF NORiZONTAt -�� — "('r� � MU4�ION HINGED y � 009R PW PW j N01ES: r�aonucr�tev�5uD - = � s can=riq�wiih il�Ftnrida � 1)ORAWtIVGSAfi£ #�Aidii�gCode � RERESENTA710M5 OF7'YI'ICAL Accep�w�co No �� I PW CONFIGURATIQNS. C imtin Dnte � / j j ! pW - - CONFIGURATIOMSNOTSHOWN ,/ f � ,/ j � i ,/` ,/' nenv ee ex,ten,�o�arEO�on� ri�,� ,a�r��n,� i / i TMase sHOwru. „��`'r49,i, � (j / / I 2)Ip 7HE LOA171N6 TYPE CANNOT ��`�y�y,. ..�<<� ���i 1`� � � BE DE7ERMNdED.USE �,Z,Q?•`GgNSE � ����. v pw PW i � RECTANGUtAR IOADiNG. �,�R'. �� 5g705 ' _ - - � - 3)SEE PRODUC7S'APPF'20VA1 FOR _-k� N . 1:• a.~ i fl/ ACTUAI AMCHOR LOCATfON3. LOAOM36 QF VEKTICAL AAUItiON ICiADiMG OK VERTICAI.MUILiON � r� t�-� / �' li {\q�a f� LU PANEL OF HINOED OOOR IS MOT CAATIIRED OR ANCHORED WITH IN7ERSEC77NO HORIZONTAI MULLIONS � `��✓ �r� � �,.� .�I���E :�Z� j $GD _ i�Q ''., FIOR��{*. C9: eC` • �C�: j ,�f1�sr,a5'ld���`�� � LbADING OF VERTICAL LqApING OF NQRIZONTAL A.LYNN�ILt�I�,p.E. MULLION MULI.ION FL P.E.#58705 s�s-�sa-oaza ' City of Zephyrhil! Permit Application raX-���-raU-uu,�x " 8uilding epartrnent Date Recafved (� �,,(� I� Phone Cantact for Permiftin �1 3 71� — l < �f� Owner`s Name �r�/�� �'j Owner Phone Number ��� �.� ~ ��v Owner's Address Z���7 ,�„!l 8-� !f..�CL ( lU �awne hone Number� � Fee Simple Titleholder Name C}wner Phane Number� r� Fee Simple Titlehotder Address JOB ADDRESS -7U�d O �! �7--�,5 t".� � LOT# ��___� SIIBDIV1810N �U7l,�/[�'L L//C�S^s�"yt/�C� � PAR EL ID# !'tf'�+ -�f`�iI?� 'G%��C�}- �i1C3/�d. (08TAINEd FROM PROPERTY TAX NdTiCEj WORK PROPOSED NEW CONSTR e DD ALT StGN Q MOVE Q DEMOLISN iNSTALL RE i2 PROPOSED USE SFR Q CO M Q OTNER TYPE OF CONSTRUCTION BLOCK Q FRA E Q BTEEL Q OTIiER DESCRIPTION OF Wt3RK E � t,��LY� Sl '!`r""S/ BWLDINlG SIZE � � Sq FOOTAGE HEICHT C�� BUILDING ($ ����,� � VALUAT ON OF TOTAL CONSTRUCTION � [� ELECTRICAL ($ � � AMP SE ViGE [� PRCiGRESS ENERGY [� W.ft.E.C. � C] PLUMBiNG � i � ��tN� ..�x � � Q MECHANICAL $ VALUAT C1N OF MECHRfViCAL iNSTRLLATtON �.•�Q � �O� Q GAS 0 R04FING [� SP CIA�TX Q C?THER � `� FINISHED FL,OdR EL.EVAT{ONS FL OD ZONE AREA QYES [�NO �_.��� BUILDER � COMPANY Tam�a,FL 33G19 $�GfdAT�1RE �?EGISTEFtED Y/ PF FEE GURRENT Y/N Address Kcl;e j.ane,Suite K . License# IC .C.,.�2`��'� � 1 � E�.ECTRICIAN COMPANY SlGNA�fURE REGlSTERED Y( N FEE GURRENT Y/N Addres� License# � � P�UMBER GOMPANY SIGNATURE FtEGISTERED Y/ N FEE CURRENT Y/N Address �icense# r � MEGttAP11CAL CQMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y I N Address �icense# � I OTHER COMPANY SIGNATURE REGISTERED Y I N FEE CURRENT Y I N Address License# �� ���� RESIDENTIAL At#ach(2)Plot Plans;(2)sets of Building Plans;(1)se of Energy Forms;R-O-W Permit for new constructian, Minimum ten(10)working days after submittai date. equired o�site,Construc6on Plans,Stormwater Plans wl Silt Fence instalied, Sanitary Faciiities 8�1 dumpster,Sife Wark Permlt far ubdiv�sionsliarge projects COMMERCIAL Attach{3)complste sets of Building Plans pl�s a Life afety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submiital date. equired onsite,Construction Pians,Stormwater Pians w!Siit Fence instailsd, Sanitary Facilities&1 dumpsfer.Site Work Permik ior I!new projecks.Atl commercial requ3rerr►ents mt�st meet campllance SIGN PERMlT Attach(2}sets of Engineered Plans. "�"PROPERTY SURVEY required for all NEW cons ction. Directions: Fili out application completely Owner&Contractor sign b�ck af application,notatized If ove�$2504,a Notice o#Commencement is required. {A/C upgra es over�i5004} '* Agent{far the contractor}or Power of Atkarney{far tha owner)wauld b someone with nokarized letter fram owner aukharizing same OVER THE COUNTEEt PERMITTING {Front of Applicatior�Oniy} Reroofs Sewers Service Upgrades A/C F nces(PIoUSurvey/Footage) Driveways-Not aver Caunter If on pubiic roadways..oeeds ROW NOTtCE OF OEED t2.ESTRICT�ONS: Ttie undersigned ur�de stands that ttiis perm4#may be subject ta°da�d^ restrictio�s' wMoii may be tnore rc.striative tFian County rQgulations_ '7"he ndersigned a�sumos responsibility for compqances wiW any applicabl�deed restr{ctions. UNllCENSEU CONTRACTORS ANO CON7RACTOR F2E PONS/61LlTiES= if the awner t�as tiired a contractor or ccrntraciors to �ndel-taKe worK. th+ey may be T�c}uirad to b� ii ensed ir-f accordancc3 witfi state and toca� feguFations_ If ffie cvr`trac�or is r�ot ticansad as raqvired by law, botFv RF�e own r and contractor may be cited far a misdemaanor viotatla� under state law_ If the owner ar intended contraclor ara un ortain a� to what Ilc+ensing requirements may apply for the in#ondad worlc, tF�ey eira advised to contact tF�a Pasco Count Building Insp�otion Clivision—Licansing Sectian at T27-847- 8009_ Fv�tt�e�mors+, Ff ft�r� ownc3r fias t�ired a contractar oor+tractors, he is advtseed to i�avs tt�e co�tractar(s) sign portions c�f ttta °co�t�actor SIocR" of tttts appticafion for wfifi ttsey wiN be rgsponsibie. if yoe.�, as ttte owner sign as #fie contractor, tF�ak may be an indioation that li�a is riat propariy lir.e�sed a�d is not r�ntitled to peirmitting prFvil�ges Yn Pasco C+aunty. Tf'tANSpORTATION �MPACT/IiTIL�TIES IMPACT ANU RE 01JRCE RECOVERY FEES: TF���nd�ersigrw�d tinderstarids t#'iat Trartsportafion impact Fses �and fZecovrs� Racovary F s may apply !o ffie construction of new buHdings, cfiangex of usa i� axisting buildings, o� expar�sio� of existing buildings, as specified in Pasco Counfy Ordinance nu�nbar 89-07 and 90-07, as amES�ded. TFie undarsigned also unde�stand�, t t sucli fr.as, as may ba due, will be idantifiad at ttie time of p�rmitting_ It is furtl-�er ur�derstood tFia�Transportation Imp ct Fees and R�sovrce RESCOVery Fee� mus# be paid priol' to �acetvi��7 a °cartificate of occa�pancy^ or final poweer rel�ase IY tfia project does not involve a certiflcate of occupanry or ti�al pawer rat�as�, tFie f�es must ba paid priof to pacmit i suance. FUrtt»rmo�a, 3f Q�sco Counky Wa#c3rfSew�er 4mpact fees ara daie, tfiey me�st be paid prfor to permit(ssuance{n a cordancG.w)th appiicabte Pasco County ordinances. GONSTRUCTION LIEN l_.AW(Giiaptar 7H8, Florida Skatut s, as amendrad)c If valuatian of Worlc is $2,500.00 or mor��e, 1 cartify tF•at 1, tF�e applicant, have baen pravided witty a opy of tF�e "Florida Construction Lian Law—Homaownar's Pratscttort Gtride^ preparad by ths Fiortda O�partment af A ricvttura and Co�sumer Affairs. 1f tt�a appiicant is som�aone other iF�an tfia°owet�r°, i c�rtify that I have obtainad a copry f the above d�sc�ib�d document and prorrtisc� in good faith to d�rliver it to the°owriar°pHor to commancemar�t_ GONTFLACTOR'S/OVYNER'S AFFIOAYIT= 1 certify tF�at rall I�a Information in tF�is appllcation is accurata r�nd tFtiat all worlc will ba do�s in compliancc-+ wfth all applicabla laws ragulz�[t g construction, zon{ng and land development. Application is }-�eireby tnadES to obkain s� perr»it to do warK arid instalia ion as indicat�d_ i certify tttat no wo�4c or instatiatfon t�as comme3nced {'srSor ta Fssvance of a prarmit and that att wo wiif bc3 per#`ormed to m�cat standards af ai! taws �egutating construction, Co�nly and City codes, zoning regulations, nd land devaiopmant regutations in the j��isdictior�. 1 also carlify that 1 tinderstand tFwat tF�� reg�lationa of other gavar m!ent aig�nciEes may �ppty to tfia intendad worlc, and tFiat it is my�espons}bflity to identlfy what actions ! must take to ba 1 compliance_ SucF�agencieis inolude but are not limit�d to: - Clepartr»ent af Envtronmantat Protection-Cypc ss Sayhaads, Wefiax�d Areas and Environmentatly Sensitfve �a�ds,WafeNWastawater Treatmeeit. � - �oa�tF�w�st Ftorida Wat�er M�nag�ment Ibi trict-Wells, Cypress BayF�ead9, W�tland Areas, Altaring W atercours�<n_ - Army Gorps of Engineers-Seawalis, G7ocics, f`+!a i9able Waterways_ - Crspartmsnt of fieaitf� 8. Rafiabilitatiue S�rvi sslEnvironmental Flaaiffi t3Rit-WaHs, Wastewa#er Traatment, �eptic Tanics. - IJS Environm�ntal Protec'Lion A{�ency-,Asbe�to at�atemc�nt_ - Feder�l Avia#fon AutF�ority-Runways_ i tlndarstared tteat tF'�c.foNawttig r+estrictiions apply to it�e vse f filt_ - tlse of fifil Is not atlowed ira F400d Zona"V°�unle s axprass4y parmittad_ - If tF�e fill matariai is to ba usad in Flood Z na °A", it is underslood that a drainage ptan addressing a 'comp+�nsating volume^ will bg saibmikted at ti r3 of p�rmitting wFdcF� is preparad by � profe+ssional englneer Ilce�sad by ti'�e State of Florida. - /f tF4a ifll matartal }g, fo ba used tn Flood Zon °A' i� COR(tBGL10il wittt a permitted bGiiding vs4ng stem wafi construction, t certify fFiat fi1S wtit be us�d on4y t fiRi ttye r�rea witfiin ttte stam wati_ - If fill matarial is to be used tn any area, 1 ertify ti�x�x usa of sucFi fill will riot adversaly affact adjacent proparties_ If use af fill Is foa�nd to adversaly Tt'act adJacent proparties, the owner may ba cited for vic�lating tfie corryditior�s of the bt�itdfng p�rmFt Issued u dar tF�a attactiesd parmit applicalian, iar Iots less i�.t�an ona ('i) acra whScfi� s.��e aiBUatad by fi'sii, an enclinaerEed rai»age ptan ft�requirad_ if 1 am Rl�e AGENT FOF2 THE CfWNER, 1 p�omisa in goad aSth to 4r�form ttte owne�of tFre pea�mitting conditions s�t forth 4n this a'FfldaviR prior to commenaMg construot�on_ 1 und�trst nd tt�at a seRarate permit may b� required for elactrical worlc, ptumbing, a/gns, wells, pools, �ir condition�ng, �as, ar ot er installations not specfffcally Includt�d in the aprplication_ A prermit issued sFyaii be construad to ba a ifaens€x to p�oce d witt+ ttiex worh and not as aaitt�ority to violat�:, canael, alt�r, or sef a�ide any pravisions oT ttia tect�n9cai codes, T�of st�afl i suanca af s p�rmit prev�nt th� �tuildirtg Ofiictat from tt�araafiter reqaiirMg a correu^tion of�errora in plans, canstruction or vi lations of any codes. Evety permit Ssstaed shatt become invaiid unless tha worlc autt�oNzed by such pe�mit is commenca wittiin six montF�s af permit issuance, or if worlc a�Ithorix�d by tfie pe'rmtt is suspanded or abandonad for a period of fsix 6j months aft�1-tF�e lime tFia worlc is commenc�ed_ An ext�nsion may ba reqvesfad, 1� wriXin9, from Lhe Sul4ding Of�ic;aS T r a period not to exo�ed t�inety (90) days and wit4 demon�stra[e jvstifiabie catise ior tfis oxten�ion_ /f woric ceasc�s Tor nin y(90)consecvt4ve days,th�)ob is considefgd abandanad- WAI2NINC3 TO ClWNEFL: YGlIJR FA�LIJRE TC? REC'OR A NOTICE CIF COMMEIVCEMENT MAY RESU�T IN YOUFL PAYfNG TW4CE F1712 fMPRClVEMENTS'TO YQ1JR PRO ERTY- IF YOIJ �NTENO T'O OBTAIN FINAhICING, CON"SUL`f' W�TH lfOt.lR LENL7ER t,;7R AN AT'i�S:ifZH2SY 8E� R RO�NG YO\.lR NQTICE OF GC�MMENCEMENT FLORiC?A JIIPY,AT(F.'3. 1 i�`I���..�"���(�,�"'"�� '` � — OWNER OR AGENT��'�/ r ONTRAC"f"OR '�._"�'."�� ��� Sub crib d O sworn o or�ffi adj ra rtye tF�l�/ ubs be �nd swom to r affirtr�ad eTOra a tf}I�q b _ !'c-�-.l. ,.� o faz/ re �anal� wrt to or haslFasva¢rode.�cad ist ~�ersonaN _ a or fiaslteava produeaA as tdenYSflcEaHon_ idantltiaaUon. _ ..- /�...._�. /^y _'_ – �/ /'', � Natary Public '..-.,_-..--•... / � NatarY Public ....... .... ...... .� --� - _- ,y �+•ti'.:4 ammissSCrn Commisslon (�'' r � .a"'tT .. _.. -.�.� �;!°:v::�r`3-P:-,Cii21 , y ", _ :,`-e-'C-+T-'b'+=cY-F�cs"".'1_tS ame of Notary typad,printad or sstampod rinlad or sta•' eQ. . � ' `-i��. - Name�c+/NotarY�YP�d.P ., ... _: :-'�L"i *F i=".�Cri-i1�A ' . � ' , i! r. ,._ ..:ed r.. "s8 __ " . . - - � ' . -r .. =r tt4'./,:.'",3s7