Loading...
HomeMy WebLinkAbout18-19185 � CITY OF ZEPHYRHILLS 5335-8TH STREEf ' i 191$5 (813)780-0020 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 191°85 Address: 5738 CYPRESS ST Permit Type: ADDITION/ALTERATICIN ZEPHYRHILLS, FL. Class of Work: 434-RDDlALT RESIDENTlA� Tow�nship: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square F�et: Subdivision: CITY OF ZEPNYRHlLLS Est.Value: Parcet Number: 21-26-12-0260-01400-0809 Improv. Cost: 13,870.00 OWNER INFORMATION Da#e Issued: Name: KE��ER, PAU�A& CQOK, JAMES Tatal Fees: 165.00 Address: 5738 CYPRESS ST Amount Paid: 165.40 ZEPNYRNILLS, FL. 33542 Date Paid: 1/12/2018 Phone: (207)212-0580 Work Desc: REPLACE 12 WINDOWS S!S CONTRACTOR S APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 165.00 , � �� 1 � / � Ins ectians Re ired F TER 2 ROU H PLU Ml IN LATI CElLlN FQOTEF2 BOND DUCTS INSULATED SEWER MlSC. RQUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATlON WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTIQN PQLE FRRME (U11SC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Flarida Statute 553.80 (2)(c)the laca! government shat! impase a fee of four fiimes the amount af the fee impvsed for the initial inspection ar first reinspection,whichever is greater,far each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, fihere maybe additiona! restrictions applicable to this property that may be faund in the pu6(ic records of this county, and there may be additianal permits required from other governmenta( entities such as water management, sfiate agencies or federal agencies. "Warning to awner: Your faiiare ta record a natice of commencement may resuEt'rn yaur paying twice for impravements#o your property. If you intend to abtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All wark shall be perfarmed in accordance wi#h City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. C RA R SIGNATURE PERMIT OFFI R ` PERMIT EXPIRES TN 6 MCyNTHS WTTHCIUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PRUTECT CARD FROM {NEATHER siaaaaoozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Department . � Date Received T�_� Z��� PhoneConWctforPermitting - Owners Name COOK,PAUL&JAMES Owner Phone Number 207-212-0580 Owners Address 5736 CYPRES ST,ZEPHYRHILLS 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5738 CYPRESS STREET LOT# � SUBDIVISION COLONY HEIGHTS pARCEL ID# 12-26-21-0260-01400-0801 (OBTAINED FROM PROPERTY TA%NOTICE) WORK PROPOSED e NEW coN57R� ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER NPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOWS-12 IMPACT BUILDING SIZE SQ FOOTAGE C.] HEIGHT � Tf�P�I'at�PF'�PTTP'f"R�rPI"�1"TrT 1'T'1"ITTI"1T1"TTT Tr �BUILDING $ � VALUATION OF TOTAL CONSTRUCTION 13,870 DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. �PLUMBING $ I /] r Q„ c �Tif (� � u J OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION "� 1 OGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER��� �_���D� NEWSOUTHWIN�OW�T^^^�^^�^^^'T^ NY �SIGNATURE ftE Y/ N FEE CURRE� Y/N � Address 4901 O FAIR BLVD,TAM L 3610 CRC1330822 License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE GURRE� Y/N Add ress License# Ol'HER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# IIBIi9ElpliYlE111111Y11111llllllllllllllllllllltlllllllllilllllllll RESIDEN?IAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new consWction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster,Site Work Pertnit for subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safery Page;(1)set of Energy Fortns.R-O-W Pertnit for new construction. Minimum ten(10)working days after submittal date. Required onsite,ConsVuction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construclion. -d-3�F-1-i�1�.�&d�44.��1.�F.�1��1..�1-�f-FI-F�4.i-I..I-�1-1-I..F�f..�F�FI..��l..l-{..FI-1-i-1..1-1..1-�I..bl-I..F• Directions: Fill out appiicaUon completety Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMIITING (copy of contrac[required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW / � _ � , ; , NOTtCE OF DEED RESTRiC'TiO�iS: The ut�derslgned.urtd�rBtan��t#t�t;lhls��m?tE mayr be.subject�b`deed�resUlciions"�;- _,_- . whtch msy tie=riiore�r.�sttictive=tiian�G�iuiity�iegi�tallons:�Ttia�undei`signed=s§sumes�reapoits�tiitity'toi�campllanoe wtth�ariy appifcabte:deedresMcttons. . . .,,.,.. ::;�•. r .�• ` ' _ . .,, . . <_, UNlICEEISED�t'�WIRACTG�S AND CON3RAC�'t}R�RE840NStBIC:!'t1E$:�=�fF°the.owner�bas'�hireif��8 conhador or cantractors M ured�sttake work,tiseY,nnaYtt�e;tegtitrsd..to;beltcensed-in accordartce.vu�th state.and:tocat regutallons:�Ifithe� = � - - - - :, aW. n,.,:,�.v_.�,:,�...-,.: �,.�.._.. .. ..�. contra�tor�fs�not ilcensed�as requEied.liy lew,.bottrthe awner arssf=contractor.�may be~cited�tor�a°mi'sdemeanar utatatfon � under state law. it the owner ortntersd�l�,qon�aator,.;are,,,�rtain as to what Itc.�ensing:regulrements;maY�gppiy��forQttie` .� , �-...�, ..r..�. .._..._.�.-� e � tntendad werK,t#isy_are silvl�ei!to contsct Ftie_Rasco County_:BulCding�ftiepec�tion,C)tv aloia-,-ltcenstng Sec�on at 727-847- 8408. F.uilkiermore,'It tbe owiier has'tilrad a coiilia4Coi�or cocitractois, he Fs advfsad to have.the canb;actar(s),slgn tt , � partlona of ltae_".contrac.tor..Blool�of,thl@,applhx�tlon_for,whlch.they..w]ll,be.responslble.,.tf::yau,:asrrthe,owiieT aFgn`'as'tFiei '� conVactor;lhiat°majrbe�an li►dlcatlnii th�t'tie"(s sioY�roped'y"Ilc:ens`ed and"Is"nciC`en8dei!ki�perrni�ing prlvllege�In Pasco , _ Counly. , - - TRANSPORTA'f!C'1N,IMPACTlUTILCFIES=CMPdC'�dNt�RESOU�tCE RECO'YEEtY PEES:�T#�e underslgned'understands ihat`fransporteUoq Impack Fees^end.Recaucse;RecaVery.�eea tnay,;app1ys;to�tf�e;construcNon ot new,b�Od{ngs,seha�ge'of`� ,;_�` ,� use in exisUng bulidings,�or:ezpansio�'of�i�ls��bulldings,'as apeclfled.in Pescq Countyr Ordlnance number 89-07 and 80-07.as smended,�'fhe undersigned also;urttlerstends,tt%alt�uch fees;:as,tnajr��:due;yvflhbe ldenitfled at thevtlrrie`of��' :' , �.-.� permliHng. it is furthe�understood that Tren'sportatlan fmpsct Fees and�f2eeour.ce,:�tecoVs"ry'Fea�must 6e pald prlor to recetving�a'cerEliicate=af-ocaupsnc�'�or�flnal�pawer;x,elease;�:1�the,proJect�dces:riot�invctver�:.cerkifCcatie of occupan'+�1=oiti.ar,-:•:: finai powar-reteasa;:.�lie�fees�:tnii�t`be'paid}pit`or tq,per�nR Issiiaiice. F�ethermaie;:lE.Pasco;CnurrijrllVaterlSewer,�:lmpa�t� �-�� � � rtY , . :_ fees are due;,itiey�musi;be=paldyp�or to.qermit�lssyarieerin�accordance wltlrapPltcable:Pasco'�Caunty ordlnances. • CON3TRUCTION'tiEN`LA�ii1^jCFiepter 713,�lortda Statutes,as amended): ff v.eluaaon ot v�oiic is�2,500.OD�or mare,:I _•: certity #Hat I, the-appticent,-har�e;bee�_,provid"ed•�with-a~copy�oi:the :Flodda=ConstiucUon"Llen:Lavw—liomeowner's ProtecBon Guide'prepared by;Uie Ftoiida di��'artment'oi Agdcuiture and Conanmer;Atfalr�. If the appltcant Is.so`meocie . _ .,�; other than the'owner',i certity_>.th�t-I,have;okitatriaii�a opy.of.;the1abQva�descNbed`<l"',oix�i�ent,and�;pmr�ise.in,goa!'faittt�o ,_ �,�3.- . = _ deitver it to..the.,`m�irier'�p�iorrtacoirifiier�ce'me'Vit:r:'`�`'_ .. � , ;. CONTitACTOR'8/OWFiER'S AfFIDAVR: I,ceittiyra.tfaakat{the�irdarma8on:ln�thls appllcallon Is accurate.and that all wor`!c wiii'be done in compifiance with ali.applicabie�aeirs regtiteflng constructlon,z4ntng and>tand'development. AppUcaHon Is ', hereby made,to obtatn.a•P�rrnit;�Co;do�wofl4�,and!tfi.stellallon es indiCefed��.1�ceKNy"tFiat na work°ar.Installatton fias cammenced prid�to tssuartce o#'a perrt►i#''and that:ail work wtlt be periormed�ta meet.standards-of atl laws reguladrig• c�nstructian, County and City codes, zonir�g regutatiana, and land davetopment r,eguta�onB°tn'lher Judsdlctlon.' I also certify that i understand that the regulatlona of other gavemment agenctes may�app�y to the..lntended work,and that tk ts my responsfbiitiy tq{dentiiy•what.ec�fions 1 must:tske;M,bedn�comptjance.„_Such,agencles lnciude bt�#are.nat Ilmited to: ; - Department ot Etwironmentai��Pratectlori=Gypr'es's.'Beyhead�5`, INi�Bend Areas.and�Ernlronmentally SenstUve L.ands,WeteriWastewaterTreatment. i - 3outhwest Flarlda Water Mansgemertt:btstrtct-Welis; Cyprssa`Bayheads;� WeUand Areas, Altering Watercaurses. i- , - Army Corps of Engineeis•Seawails;Docks,NavTgable Wetetways. � - Department of,.Health;:.&.,;R�tiebllitaflu,e;Ser.viceatEnvfronmenCa{:Neat#y Unit Weits;s Wastewater�?reatmerrt, S'spttc Tanks:_ . - - . � ; - US Enviroiirneeta!E'cotecNon Age�cy-Asbestos abateme�tt � Federa!Av,lettpnr.,lluthotlty Rsirnray��_.;". 1 understand.lhat.khe.tollowi�g�ieslrl�tlona elpply M tFie use of flll:• - Use o��ll!s not altowed!n'F1,00d,,7ane"V"unlesa expr�►sa{y.permltted. - It the.fill'ir►aWFial�is'to`be�usect��(n=:Flood-Zone.'A', It!s understood that a drainage plan addressing a 'compe�aating volume'wil!be submt�led at�lrrie of�permfNlqg vuhlch ts pr�pared by a prafesslonal engfnesr. Ilcensed bq;#h�K.Stateot.#�lo`H�d�i: �_ :... .: .. .. . .. : .. : - �If th�flll mate'rial•_ts�to�be�used in Flood Zone'A" In�cannect[on•wlth a��erm{tted butld{ng using sfem waii i ' conshuc8on,I.certtfiy thBt flll:�erJl!_he t�sed only.to tlll the area wlthln_the stem wall: ' � - If flll materlal�is�to tie'used�in.edy erea, 1•ceHify that.use oE such�flll wil! nof adversely affect ad)acerit properties. If,use�ot.flll_la found�to.aduere�}yr,�itect adJa�eat:properttes,.the awner may be cltad far.vloteUng. ihe cond�ions:of..the:bulf8ing'�peririit ls'sued�ander ttia�attaclied.�iermit appltc�klon;-(or lots�less�lhan:orte(9;} � aare wfiicfi ai�i elevated�by flli;an:en8ineered dralnage plan Is required. . � � if i am the:AGENT FOR,THE.OWNER;:l�promtse in good,faitki ta InTorm the owner of°the permiNing cohdH#ods set forth ft� this ar�tdavlt prtbr io�commericing cons6uctlon. t-underbrtaiid thet a.aeparate permlt may be requlred tar electricel'work, plumbt �" `�� ng,.,signs,,.vveils.poots;,air.condi�oning,-.gas,.ar:ott�ec tnstali�tl`o,iis nokspeaaflcally induded tn.the appltcatlon. .A petmtt issued shati ba cortstrcie'd fo'tie a'Iicsnse•io`pr6ceed with ihe.worii and not•as:.authorily:to.violater"cancel;alter,or set aslde eny pinviskrns of the:tecFintcat;codes;;nor shalt iasuence�of e.permlt.pr.event tha Bulldirig Olftdel irom thereafte� reqairing a correction af.errors�inr;qter�s; ��nsb'n�tfon,.or.violatlons ofany codes: :Every-permlt�(asued sfiell become Inva!!d unless tha wcr"rk suthorized:by such_permit-is.cammen�edwEthin sbc,xr►antha iof•permft tesuance,or ff work authorized by the permft ts suspersded:ar..abandaned;tac�;petlod o��e�r; ' '''` �, (t�)moritlis=aff��the;Ume.the�work��a cammenced. An extenston may be reqyested,fo wt!llttg;-,ftom,tfie;8titttling,OfiReli31 fbt a pettad:not.to-extieed'ntnety(BOj days end�wifC demonstrate JustHiable cause for.the extenaion. {f work c�ases:far ninety(90)consecuthre•days,#he��ab�tsconsidered a4andonect. � . .n. _ WARNING TQ tlWNE[�; Y0.1JR.FAIlURE:T.Q...�.REG,t)�,A.�t!t4T;dGE:OF.COMMSi�iGEMEWT•.MAY REStJLT iN�YOUR PAYINli'(yYICE;EO1�iMAF,�OVEMEI+lT�1'�?;Y�O,t�R4:Pt�QP.'EIi��F1FY�-I��Y�Utit!F€EI�[Q:°Tti'!�&'� ' �FIFH�N�iNG;`GO�t3ULT �o o � e � -� FLORIUA'JUFtAT,(R&.11T.03�. . ......- --.� .:.. ...: ........�Y:.;., ,-,:� . ._�-. . ' _,. . .. .. ' dWNER pR AGENT CON1TtA 3ubsafbed and awom ta(ot aflirtned)beiora ma thb Sdbaalbed' 'tc( edJbd(of+e me'U�tb b1+ y.:.. - • . , o tW"Ti alare personely,imawn to.me onhaaRiaYe produced, VYho lelar8 peteonallyknown 6o mp or haaltreve produced ' � 'ae td`entlRaatlpn. as 1d�ntlltcaUon. -- � ' j�j ��//'� � � Nolety Pubtte �fC{���.(���. /1..�. Nokary Pu6ltc /,'�- --�1�� . Commleabn No^ Coinmbs1on.No. +�* � � :,,.,,. � ��J�iir�e,P�"�1�, Name oi tVotary typed,pdnted or atamped Name of Fto , :.; ;;';Comrrsiss�on#GG 04534� � ;�,:. :a<:F�pires November 1.2020 �„ ��rEOF���P�`' BandeGl'lwTroyFaintn;wrance600-38�-7019 � _.=...t �.�.,�e'6'`..e...-_..._ ' ' - ._�.._.._...,.c.-+ca.��vr_.zsr.. �. .�-,. _ -*T \\ _eC.�f o ��yu�S��Gr��� Ci J, r4an�un i , --�si"�'-,e... �.: ��y� r � _ 'o City of Zephyrhills BUILDING PLAN REVIEW�EOMMENTS " � `'�, �j Contractor/Homeowner: ��°W �/�- l���u� Date Received: ( � � 27— � 7 Site: �� 3C� �( ��� �'� Permit Type: z- c� � � Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ ,; �I � This comment sheet shall be kept with the permit and/or plans. � -�� ��� f Kalvin Sw' e -Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) � I I111111 IIIII!lIII lllll IIIII II Ill lIIII 111111111111111 II�11�� / .� , 2017204382 ` 4 PertnN No. Parcel ID No '12-26-21-0260-01400-0801 N07ICE dE COMMEHCEMENT State af County of THE UNDERSIGNED hereby gtves natice that Improveanent will be made ia certain real pruperiy,and in accardance with Chapter 713,Fi�rida Statutes. the fotlowing in/orma8on is provided in this Notice of Commencement: 1. DesctipUon oi Praperty: Parcel Idernil'uation No. �Z-26-21-0260-01400-0801 COLONY HEIGHTS UNRECORDED $��t q��;�738 CYPRESS ST ZEPliYRt-IlLI.S F�33542-4472 2. GeneralDescriptionoflmprovement REMQVE AND REPLACE SIZE FOR SIZE WINDOWS AND/QR DQORS . 3. Owner Informatian or Lessee iniortnation if the Lessee cnnfracted for the improvernent Ct}dK PAULA J&1AMES A 5738 CYPR�S STREET ZEPHYRHILLS FL Address Cily Slate tntecest in P�opecty: ��E�� Name pf Fee Simple Titleholder: {If diHerent trom QHrtier listed above) t+ddress NewSouth Window Ciry S�ate 4. ConlraCtor. 4909 {'��Fair 61vd. Tampa FL Address Ciry State Contractors Telephone No. 8�3-626-6000 5. Surety: Name Address City State Amount af Sond: $ Telepttone No. 6. Lender' Name Address City State Lender's Telephone No.: 7. Persons within tha State of flarida designated by Yhe awner upan wham notices or other documents may be sarved as protidcd by Sedion 713.13(S)(a)��,Florida StaWtes: Name Address Cfty State Tetepho�e Number of Designated Persorc 8. In addition to himseK,the awner designates af_ ta receive a copy ot the Liennr's Notice as provided in Seciion 713.13(t)(b),FloAda Sietutes. 7etephone Number of Person ar Entiry DesignaieB hy Owner 9. E�iration date af Notice of Commencement(lhe axpiration date may not be befara the completion ot construdion and final payment lo ihe contrador,6ut wi0 Ge one year fmm tho date o!recording un2ess a diHerant date is speci6edj: WARNING TO OWNER: AI+fY PAYMEIYTS MADE BY THE OWNER AFTER THE EXPIRA710N OF THE NpTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER GHAPTER 713, PAR71, SEC710N 713.13, FLORIDA STATUTES, AND CAN RESUL7 IN YOUR PAYING 7WICE FOR IMPR�VEMEN7S TO YOUR PROPERTY A NOT(CE OF CQMMENCEMENT MUST 8E RECORDED AND POSTED ON THE J08 SiTE 8EF4RE THE FlRS71hlSPECTION. IF YqU tNTEtJD 70 08TAlN FINANCiNG,CQNSULT WtFH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK Oft RECOR4ING YOUR NdT10E OF COMMENCEMENT Under penalty of pe�ury,I dedare thet I heve reed the foregaing notice o(commencement antl that the tads stated therein are We to Ihe best of my knowledge and betieG STATE OF FLORIDA 1/ �/J� I w , �� COUNTY OF PASCO /1 7" C�O�"Q7C .,,, Signa re af Ovmer or L ,or Ownefs ar Lessee's Authodzed 4f6cer1DireGarlAactnerlManager - Signatory' Title/Oflice The fo�� �t wes acknawtedg bffor /�thi��day of�,._.2�bY ��-�(�� as �i(J ( e of authority,a.g.,oKcer,Wslee,ariomey in fact)for {name a Ry on behaU ot wham ins ent e� d}. Personally Known[]OR Produced Identificatian Nolary Signetu Sype of Idenf'fica2ion Produced xo � Name(Pdnt) - Rcpt�:1919565 Rec: �10.00 DS: 0.00 IT: 0.00 '' .�' �''• SUS�td L.FlKft� 12J27/2017 K. D. K. , Dpt�y Clerk �"� � MYCotuU�tSBtWog�F9Sro8s� °�:��� EXPIRES Jeniiary t4.2020 PRUl.A 5 0'NE IL,pn p_pqSGt) CLERK 8 COMPTROLLER ���407i 3{JS 0'S3 i9v�daNaK.it Se�vieu.caa 12/�R7BK�1���1�m PG �7� ' �,��p�U�9�� 0 � , , o �� � 0 ��1� I � � � • Ch y�o�,�ye_ STATE 0� FLQRIDA,COUtUTY OF PASCO T�`P THIS I5 TO�CERTIFYTHATTHE FOREGOING ISA � Y�8 �' . �� � TRUE AND CORRECT COPY OF THE DOCUMENT �� 8� `- � �` ON FILE OR OF PUBLIC RECORD IN THIS OFFICE ��` • p � WITNESS MY HAN�AND OFFICIAL SEAL THIS ���10R`q� ��^I DAY OF� 2 Q\ PAULA S.O'NEIL, LERK&COMPTROLLER BY� .� � 1 � DEPUTY CLERK , �, �, - �'y` ; _ ! � ����r li��� �a�l�i�� �������i� 1�—��—�������—�f���—���1 ��� n ��� �� ga z� �n� zs �.z z� F� � �.,t, �a �� � � U � i� r r��- i� �,�� D � z� Fc� zs z� zs REVIEw pATE — �/ � � 3 V � C��OF�L�'PF�� � �z 3s U P�N'���I��R��'��� �� 1� No 6 �� s ALL NA�SQF 0�p LL���%fPgY �0 HF�E�C�/C�ol���OB F����►Cll�G �G2s�6rT� RDINq��ES ��ZlP�py���S C cnofc �s��Ce� � — �- - �, 1�i� �` ����� �7 G�o� � � �— � � �� ��-��-��. � i NOtes; Back I�g�lation N es: NewSouth �� �,���,ol,��� � WINDOW ownorvs . j�I / ..M Y/� Window Speclficatlon and Detasl . 1�'V� ���` Pursuant to Contract with NewSouth Window Solutions r 9 �/�,.,,.,9.,� �7 f��S /� � First Floor �; !�r M,! 'U Cusromer; /f�tlLi� .�-�r� �77�'.r/LS' G�OOI< 1n Address: 573� eiy��ef'1' S%, e��� �8�V City:�/�yv�i//�. `G- Zip: 3.9s'YZ Phone:(H) �7- 2/2-OS80 (�� Lo7- Z/2-d,f'�D (W) /�/Y—�7 Fron� ContraCt Date: Factory Rep.: ��h `'�i�`e • Frames Screens 1r�suleted Glass nit (3rid O t a kCustomer Approval: � '� ('� � ��� � � � � � �$j � ��.� e g� WIN Location S Ie Coror (W x ) (W x H) (W x H) � � V 5' Type � � 8 � �: �� � � �' EXT/INT Sales Nfeasure Opening Size Make Size � � ' Additionfll InFormatlon , �,�i�� ,¢� s�a wHr 3� x sa x 3s s�X �t� �/ 3GG � �— „ 2 �,�� �� sk 3c x sb 31 x - � gx ��� c . � � 3 o�rc�., / �N S2 x 37 X / X3 J 3 '� - � a /5cc/rc�, / f'� 3� x 37 x �l .�/ x 37� � s �4�0�, 2 SN 38' x 37 x '1 `5� x 37' ( I� ✓ � ' e �droeh Z 38 x 3� x 35 31 y x 7'� � � �/ ` � DEit/ �S� --� SZx S/ x 5 3� x 9% . '� �/ 8 �o✓ .S� -- - --.5.2 x ,S/ x ,j x � � `� � -- _. 9 �/✓ /� 2 x .x � 3� x ��/ �' �o �/Tcl�•c/ F( 3�x 3 7 X 3�'I 3! x 3 . � �/ 11 /t�Tti !� z� X 3�'' X 53 �x �7� � ✓ a o.�/ ,2 ��+- ,� 3� � 3 � `�'I� � S 3 tt 3 � � 13 x x x � �a x x x 75 x x x 9� x x x 17 �( tt X 98 1t K X ' 1e x x x 20 x X X y ' 1l' i'.?�.p...�';'`, . t�I�rida Building Code Online .:..=�'<�`: Page 1 of 4 � _ .4.�,T:� � ` i, � � ' ' . � I'i ♦ , N � I • • � ` ' � ��_ _ BCIS Home �Log'Xn ;;User RegistraUon � Hot Topics � Submit Surcharge � Stats&Facts f PubiicaUans � F8C Staff f BCIS Site Map ; Links �'Search } � �IOCI�� a�� '�. � `f��1��ProdncE Approval „��' �USER:Vubtic User �,..Y. ..+.; f.s�n',:::�:;i:a: � Produ��toarovai Menu>Prtxiuct or knoEtcakinn Seatch>gna�it�qon Ust>AppS�ca#tOn DetaT) ,�V•� •y � FL# FL16851-R4 " Appl3catlor�Type Revision Code Version. 2014 App!lcatlori Status Appraved Comments Arch3ved - Q Product Manufacturer NewSouth Window Sotutions AddressjPhoneJEmait 4901 oak fair bivd tampa,FL 33610 (513)284-0124 � danochste{n@newsouthwindow.com Author(zed Signature Vivian Wrighh Nckw@rwbidgcnnsuttants.cam � Technical Represeritative AddressJPhone/Emaii QualEty Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Complfance Method Evaluatlon Report from a Florida Registered Architect pr a Licensed Florida Professional Engineer Cl Evatuation Repart-Hardcopy Recelved Florida Engineer or�Archltect Name who developed Lyndon F.Schmidt the Evaluatian Report Fiorida License PE-43409 quality Assurance Entity Nationai Accreditation and Management Institute Quatiky Assurance Cantract Expiration pake 12J32J2017 Validated By Ryen J.King,P.E. � Val�dat(an Checktist-Hardcopy Received Certificate of Tndependence FL16f3S1 R4, COI CERTTFI�RTE OF INDEPENDENCF_.qdf Referenced Standard end Year(pf Standard) ���,dard Year RAMAIWDMAJCSAl01JI.S.ZJA44Q 2012 AAMA/WDMAJCSAlO1JI.S.2/A440 Zppg , ASTM E1886 2Q05 ASTM E144b 2pp� ASTM E1996 2009 TAS 201,2p2,203 1994 Equivalence of Proiiuct Standards Certifled By Sections from the Code i https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtLlqtmmTSTNdVPs... 4/6/201'7 ', `I�.l�:�rida B��ilding Code Online Page 2 of 4 Produd Approval Method Method 1 Option D Date Submitted 02/14/2017 Date Validated , 02/16/2017 Date Pending FBC'Approval 02/21/2017 Date Approved 04/04/2017 Summa of Products FL# ' Modef,Number or Name Qescription ' 16851.1 � a.9400 Single Hung Wlndow Extruded Vinyl"Non-Impact"Single Hung Tilt Window New Construction with Nail Fin(O/X-conFlguration) Limits of Use Installatioa Instructions Approved`foruse in HVHt:No FL1685Y Ra 11 INST 16851.i.ndf Approved for use outside HVH2:Yes Verified By:Lyndon F.Schmidt,P,E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:IV/A Evaluation Reports Other:See INST 16851,1 for Design Pressure Ratings,any F�16851 R4 AE !a1 EVAL 16851.1.odf additlonal use Iimitations;installation instructions and C�eated by Independent Third Party:Yes product particulars. 16851.2 b.9400 Single Hung Window Extruded Vinyl"Non-Tmpact"Single Hung Tiik Window with . Flange(O/X-conflguration) Limlts of Use, Instailation Instructions Approved for use in HVHZ:No FL36851 R4 II INST 16851:2.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by lndependent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST�16851.2 for Design Pressure Ratings,any FL16851 R4 AE fal EVAL 16851.2.pdf ' additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 168513 c.9450 S(ngle Hung Window Extruded Vinyl"Impact"Single Hung Tiit Window New Construction with Nail Fin(O/X-conFlguration) Limits of.Use Instailation Iristructions Approved for use in HVHZ:No FLif�51 R4 II INST 16851.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:'Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST`16851.3 for Design Pressure Ratings,any FL3�$51 R4 AE [a)EVAL 16651.3.odf additional use limitations,installation instructlons and Created by Independent Third Party:Yes product particulars. 16851.4 d.9450 Single Hung Wfndow Extruded Vinyi"7mpact"Single Hung Tilt Window with Flahge(0/X-configuration) Limits of Use , Installation instructions Approved.foc use in HVH2:No FLi6851 R4 II (al INST 16851 4 odF Approved for use outside HVH2:Yes Verlfled By: Lyndon F.Schmidt,P.E.43409 Impact Resistante Yes Created by Independent Third Party:Yes Design Pressure:NfA Evaluation Reports Other.See INST 16851.4 for Desfgn Pressure Ratings,any �L16651 R4 AE (��l EVAL 16851.4.�¢,f additional use Ilmitations,installatio�instructlons and Created by IndependentThird Party:Yes product particulara. 16851.5 e.9450 Single Hung Window Extruded Vinyl"ImpacY'Single Hung Tfit Window New Impact Rated-HVHZ Construction with Naii Fin(O/X-conFguration) Limits of Use Installation Instructions Approved for use in HVH2:Yes FL16851 R4 II INST 16851 5�df Approved foruse outside HVHZ:Yes VeriFled By: Lyndon F.Schmidt,P.E.43409 Impact Resistarit:Yes Created by Independent Th(rd Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.5 for Design Pressure Ratings,any FL16851 R4 AF (al EVAL 16851 5�f additional use limitations,instaliation instructions and Created by Independent Th(rd Party:Yes product particulars. i 16851.6 f,9450 Single Hung'Window Extruded Vinyl"lmpact"Single Hung Tiit Window with Impact Rated-HVHZ Flange(O/X-conflguration) Limits of Use Installation Instructions Approved for use in.HVHZ:Yes FL16851 R4 II Zal INST 16851 6 pdf Approved for use outside HVH2:Yes Verified By: Lyndon F.Schmidt,P.E.43409 impact Resistant:Yes Created by Independent Third Party:Yes Design Pressurei N/A Evaluation Reports Other:See INST 16851,6 for Design Pressure Ratlngs,any https://www.floridabuilding:org/pr/pr app_dtl.aspx?param=wGEVXQvtwtDqtmmTSTNdVPs... 4/6/2017 � � ', `Fiorida B�uilding Cade Oniine Page 3 af 4 additional use limitakions,inskallation tnstruckions and �16851 R4 AE;(al EVAI 16851.6,odf � � product'particutais. Created by Indepe�dent Thtrd Party:Yes 16851J g.4400 Single Hung Window E]ctruded Vinyl"Non-Impact"Singls Hung Window New Constructian wikh!Va!!Fln{Q/X-configuration� Llmits of.Use Instaiia#ion Znstructions Approved,far use in HVH2:No FL16851 R4 II Inst 168Si.7.udf APFroved.fpr,nse autside HVHZ:Yes Verified By:Lyndon F.Schmldt,P.E.43409 Impact Resistanta IVa Created by Independent Third Party:Yes Design Pressure:.N/A Evaluation Reports Other:See INST 16851.7 for Design Pressure Ratings,any �16�51 R4 AE (al EVAL 16851.7.pdf additVonal use limitattonsi tnstaliation instructlons and Created tay Independent Third ParCy:Yes product parttcutars. 1685i.8 h.440fl Single Hung Wtndow Extruded Vinyl"Non-Impact"Single Hung Wit�dow wlkh Flange{OJX-conffguration} Limits of Use Installation Instructions Approved;,fo�use in HVl�IZ:No FLS6851 RR II CNST 1665Y.S,odf Appraved for use oatside HVHZ:Yes Verified By:Lyndon F.Schmldt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Deslgn Pressure:'N/A Evaluation Reports Other:See INST;168SI.$for QesEgn Pressure Raiings,any F�i6851 R4 AE (a)EVAL 16851.8.pdf addttionat use Iimitations,instaliation lnstructians and Cceated by Independent Third Parry:Yes product particulars. 1585i.9 i.4450 Singte Hu�g Window Extruded Vinyl"Impact"Sfngte iiung Window New Constructfon with Nail Fin(p/X-configuretion) Lir»its af'Use Znsta{Eation Instructions Approved-fqt use in HVHZ:Na F��BSI R4 II tnst 16857..9.odf Apptoved for use autside HVHZ:Yes Verified 6y:'Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Th1rd ParCy:Yes Design P.ressure:NJA Evatuat'sirn Reports Other:See I(VSf,�16851.9 for Design Pressure Ratlngs,any �I_16851 R4 AE(a}EVAL 16851.9.odf additional use Ilmitations,tnstallation instructlons and Created by Independent Third Party:Yes product particulars, 16851.10 j,a45p Single Hung Wlndow Extruded Vlnyi"Impact"Single Hung Window with Flange {O/X-conflguratipn) timits af Use Tnstal�ation I�structions Approved for use in HVHZ:No �16851 R4 II Inst 16851 10 odf Appraved for use outside.HYk2:Yes VerEfled By:Lyndon F.Schmtdt,P.E.434Q9 Zmpact Reststaet:Yes Created tiy Fndependeot ThUd Party:Yes Design Pressure:NJA Evaluation Reports Other:See INST'16851:10 for Design Pressure Ratings, PL16851 4 AE (�a1 EV�1L i6851 10�df any addltianat use,ltmitations,instatiation instructians and Created by Independent Third Farty:Yes product parkicuiars. 16851.21 k.4450 Sfngie Nung Wlndaw Extruded Vinyl"Impact"Stngie Hung Wlndow New � Impact Rated-HVHZ C�nstructlan with SVaii Fin(OJX-conflguration} Limits of.USe Installation Instructions Appraved tot use.in HVNZ:Yes g�ifi851 R4 FI (a}INST 16851,12 odf Appraved for nse autside NVHZ:Yes Verif+ed.8y: Lyndon P.Schmidt,P.E.43409 Impact Resistant:•Nes Created by Independent Thfrd Party: Yes Deslgn Pressure:N/A Evaluatian Reports 4ther:See TNST f6851.21 far Desigrt Pressure Ratings, F�6857 R4 AE (a)EVA! 15852 i�dP any additianat use Iimitatio�s,instatiation instructions and Created by lndependent Third Party;Yes product panticulars. 16851.12 I.4450 Singte Hung Window Impact EXtruded Vtnyi"Impact"Sfngle Hung Window with Flange Rated-HVHZ (O/X-conflguratlon) LFmiks of Use ZnstaClation Instructions Appraved for use in HYNZ;Yes FL36851 R4 77 insr 16851 12 odf Appraved for use outside HVH2:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Thlyd Party:Yes Design Pressure:N!A Svaluation Keports Other:See INST 16851.12 for Design Pressure Ratings, FLIf$SS R4 AE (8)EVl1L 16851 12 pdf any additionai use Iimlkations,installatian instructions and Created by Independent Third Party,Yes product particulars. 16851.13 m.4000 Twin Single Hung Window Extruded V(nyl"Non-Impact"Twin Integral Mulled Common )arnb Single liung Window New Construction with Neli Fin {o/X 1 o/x-canfEguration) Limiks of Use Instaliation Instructions Approued for use in HYHZ;No FL1f85i R4 ii a�INST 1685f.13.odf � Appraved for use outside HVH2:Yes tterified By: lyndon F.Schrnidt,P.E.43409 Impact Reslstant:Na Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports dtfier:See I[VST 25851.13 far Design Pressure Ratings, ht:t��s:!/v,��ww.floridabuilding.org/pr/pr app_dtl.aspx?parann=wGEVXQwtDqtmmTSTNdVPs... 4/G/2017 �� " , ```����i* u�r�;J _... �'r�y r, _ �`,` �°�`�/ � �� V�� `o�• � a - � ;y�'�t��, � 55'Mh):.OVERALL F�y YdIDTH ��'�r � i�= M r ; I =(�j: �( a:Jw�� �'� � WINDOWSOWTIONS 54"MNt.OVERAI.LFRAhAEWIpiH �Ni�j e 'd � n .�'y �m ��� . . . .�.�. �Q`� om ti'�r,,,, I� �• '� �Z vi ro `� _ � ��i ti. .•� � 7>mm /. •. ,,. ♦ 4901,Op Ulf' Vd.,Tampa,F4 33610 `'/������n��� ���```` o°n°p z �.____.� 5�. U N.. /�� �g E zmZo ��/ \� � 6Ng 9d�a � � � c �a mia� � 9450 S�ng1e Hung W�ndow O E�_ � � . � , o�a � � IMPAGT RATED - HVHZ a = � //� z� � w/Flange � � �` ' 2 0� 2 w LL s' 2W � �. O � / Z � �� i i � �� � GENERAL NO1FS � � ��/ � N ,'�„ � . � / z � c�� m � V4N ¢ � •0 1. This product has been evaluated and is in compiiance wifh fhe STh C-dition �I �° �4 6 (2D14)Horida BuQd(ng Cpde(FBC�,including 1he"High Velaciiy Hurticone I � Zone"(HVHZj. / �>?�m � 2• Product anchors shali be as I'rsfed and spaced as shown an detals:Anchor � �/� � _ embedmenf to base maferial shall be beyond wau dressing or stucco. C / � 3. When used tn the'91VHP',ihis product complies wiifi Secflon 1 b26 of ihe Rorida � N � � N � Bullding Code and does not require an impact resisfanf covering. 3 N _ $2�� N a 4: For2x stud Uaming conshuetian,anchoring of ihese unih shali be the same as �p� � thatshownfor2xbuckmasonryconstrucHon. eUZo � a 5. Sife conditions ihat devidte from fhe deta1s of ihfs,drawing require fudhei _ o��� � engineering anafysts by a ficensed engineer o�,regisFered arrhitect. , ' `¢W o$ _ 0 � �m�^ m z _.. - —� ..- ._ . .., � _ .� 7ABLE OF CONTfMS `;._..... . . -,- :_.;_:MeiX,_" .::..._. ,�:' ;' -====:...:: '-' ►GN PRESSURE • n�'�N c � c ,FLedMGE� , �.fRA61E'. :..' xDAK LflEi,�.. - `'DAY. j '• .GLASS-;r.,. =DFS'_ >. .: �v,��m o 0 ... .....__. VERA[[:.. SHEfT# DESCRIP7fON " """" ' . � DAiENSION. BtMENS ' :O(MENSlQN: .: dNMENSfON."'� :�y.p ='�pg� :' �. z VFRA[A' :' h1AX;p :..._. :. � r' . ...__. . .., , `1'Mty^ ._. . . . �_,�_,: . a i Typical elevations,design pressures&general notes - . !QN.... .•(44ERA9iE�;:;:: .=.�tXEp7- - .�, . .`. .'.. � :` z ° ' POS. ' ...NEG, ni�c: 2 19/7 4 i 2 Verfical8horaontalcrosssections 55.0"X77.0" 54.0^X76.0" 4L2�z34.38� 49.75"x3A.5" G1,G2 + scve N.T.S. ° � 3 Verticaf&hor¢ontal crosssecfions 55,0 -65,0 ; 0 4 Buck 8,frame anchoring owc.er: JK o _ � 5 Carnponertts 38.0"x 63,�' 3T.0°X 620° 3Q.25"x 17,38' 3273"x 275" GI.G2 t65.0 -85.0 °1K ar: I� 3 % 6 EHI of moferials and glaang de!a�s - ow�,xc No; c a � Note:ihis product,when used with G1 gl�ing,is not approved for use above 30 feet in the"HVHZ". �--�6a51.5 0 V H d SIIEET � OF B Q •� , 0.1Cllencs\New Suuth Wlntlrnvs PERMPNENM•Florida Product Approval:�Fl-1fitl51 Single Hung�C=Orawings�FL•16851 ROIa)\FL-168511-6.dwg,2•2 �-'Z ms� � � s� � a 0 j � m " . Y nc Q' o� .N A td� . sa i • , �� _ 4 3 •sf w� �� �� ���) � m �� �a �`\. \�4 � m y \� c� �? 9�o' ;o � � a � ' 0 �a - m n�w � O n ��� o O N � "SN NJ �'1, O O � � 1 O � '\\ a �\\ �� N �A� __ W G1�•.� , � N N N y rn I� A � A ' N A � W m 0 �0 g� � � o � ' �� a° o��� oa ���� °' ��` � �° m m xp y 2� �om �H N � ��+ '�'�Sm �O � t,. N O 2. �� N y � Q .�'� � f� � ��c3 o�' � Z 4r ao 3a� 2p \.J � D , � mN� n N .__ _ N � O �.rn , A — n � < < ` ; w � a m � Z ' ��v v ^ ° " I� ° 9 9 � P � �— r� �� 4 �+e �� ^� Z (m 1 � � rn T N N . � O' � ° � .o v N W o � , �� � ° N � o a �n . e O e � e o� ° � At 2� a ` e '�O �y o � p —. A � . _ n� � �, �a -� � � z v Z n �," �� o � W � � � T 2 � I� � 1-I/4"MIN. � 1-1/4"MIN. A EMB.(TYP.) EMB.�TYP.� ����J,F�sCHI�J���ii'i � �'�S,6ET1�gF••.l' �i � ' No 43409 7��=*�—�,t '�:*~ , '" �yc' � � .P � PRODUC7; Dooumente PrepoM 6y� '� •• � , �" r'] � ' � � � � - 5(NGLE HUNG WINDOW �J'�don F. schmiet ������•��D�`•��p ���` � c� � � N 4 2 13 77,AODED J7x62 WINDOW.SIZE LFS P.E. No. 43409 �i��'�� �`��� IN m o z J 4 19�16�REV75E ANCNORING JK /�J)�NA�p,�\ o W y �O 2 12 i7,75 OD GIAZiNC DETAIL 'JK Pqlti OR ASSEMBLY: //��' BUILDING CONSULTANTS, INC. I� � � x cn ,. ] 6 26 15 UPpqTE TO SiH E0. 20}S FBC LFS Ci1i�P.0. Boz 230.Valrleo. FL 33595 �� °' � y � NO DATE BY VERTICAL & HORIZONrAI Phone No.: 813.659.9197 REVI IONS CftOSS SECTIONS pgpE CA No. 9813 �2014 Ii.W.BuIIO�Nm CONBtJLTANT�INO. �_r�� � � �QILI �!/ NOiE:Sheei rmeial5uews must `����� � .��i�� -- -- K nehate a rn:n.nf � — pe 3 fhreads e ` .� ,•....• �: ,� � tfuou�h ot ical shoots ot mefal. � ' ' . , `9���. , ' d �S" •���V M j ��/ c � . ° a. r< :�;� �* 'a=� a o :Z� m � � 18 4 'w z �\O��;u'm 3 � v � v ' 3 21 — i ��'�, ����`� �•°c N n � INTERIOR D �� i��/' -... ...- '`C`���� N>'M m 3 ��/ � �m �����rri n� �� o Mmi ua�: � o � L �u�i �. Y o oz� '' / � C B V� Ey� maa� I �// uu a o � F �o Z � , € a � � X 3 2 - � �a � / 14 � �/� 12 �� SffNOTEI o zN LL � 2 GT G2�TER�oR G2 Gl � o� ' 4QNOR►IOMAL CROSSSECTiON � �a z � _� � 3 3 MetalsfudConshuclion = W �y � Note: 3 `� � c�� � 1.Loek and keeper locafed T'from �M���R �z � a" � eachendoflock(meetingra�. E 0 0l�' � �' � ±55 PSF 6 ' a � IXTERIOR % 1-1l�"MIN. MAX.DESIGN PRESSURE fOR ALiERNATE �Y Y��. = EMB.�TYP.) ANCHORING LOCATION SHOWN ON 7HIS SHEET y 2� InPI >'-'m _ B (iOR FRAME WIDTH>3T'OR FRAME HEIGHf>67) A p� _ , G2 G1 8 � �^ � C N C ; • • 1 INTERIOR Q� � N N � a � 18 4 4 18 1 Q o, 22 � 13 a � 21 Q Gl G2 21 ' 0 L� z c�e w o a ' 24 3zoz v� V o '' � � , o �] 1 ` v � � `N°c=iz� � C ��— � 5 P�v�i�a � B za o�oo = . ... q o0 � > - .�� .Q��� 2 � p �m �m�� m � , ° ° � p -W z W =a�N Q ; ¢ < a 3 ,3 ' e ° o y � N7�e� m � . � � <. ` z r 7 O M N�O O e Z U i E a ° aTE 2 79/14 ? p � � IXTERIOR � e � P � . � N.T.S. � � � GI G2 2 I�—«.�I-1/4"MIN. m,c.er �K m L F1v1B.(iYP.j 3 � E ��NOIRIIOM'AL CROSS SECiION �HORROMTAL CROSS SECiIOM C_31 VERTICAI CR�SS SECIION �„�,,o �FS p . d y 3 2XBuckM,asomyCoruM1ucilon J iXBuckMasonryConshudion 3 2XBockMasonryCon4trudion FL-1685i.6 0 .`� siccr 3 or 6 � v ._._ .+`�,�"�� f'����i J ��j�i Z':�'•••$• •�'o•�M�Z n I 3 EQ.SPACES 7 N':�j � ���=�a 11"MAX.O.C. S� ti � �:O� d m :v� g:^�=a�n ! 4' �P•) � y�''•�. ...' ��� �'o m ao � �P' � (iYP.I .� � � ''i���' *-• ,� y>�m . f ���+i�nn � c°i'�.�z —L � i mZc�i � . . 1 I L � � o �,; =S 9 �w �� . 4 ! N� poa � � � s a 'm`d�h`� �a � 9 LLo C'� � �'�SASH F � 2X BUCK � g �6_ —CC SASH E o 2X SUB D 1X BUCK S 3a � � BUCK FRqME � � K �.siUD 3 � � o .. lYP. � � W � MASONRY 2XSU8 _ 2 �' D � BUCK � � � OPENING TMP :*� = m df T � MASONRY �a � w V V ^ —�Y SASH OPB�IING � y � m� � --�SASH � � �, • � o 3 . o � S ` a a � ' I I I I I f�sYE�"r � • J��J m � I a • d'� ,A � � N W µ � BUCKANCHORING FRAMEANCNORING `^ n 3 � �L+ =U a W O 6 3po� uN o � 6 N V] ¢ X U Z p 'K �' CONCREfEANCHORNOiES: O��� a 7.Concrefe anchor locationt at fhe comers moy ba ad�sfed fo mainfvin fhe mfn. _ ,,,�n edge disfa{ue fo rriortorJanh. ¢�o� d 9 Z s 2 CancrefeanchorlocpNoru'nofedas MAX.ONCEMiH2"mustbeadusfedfo ^b^w � �` mafntoin,}he m(n.edge d'atence lo mortar jomis,adddional cor�crefe anchws � _ F inay be requhed fo enaue the MAX.ON CENlER"d'imension are rtof exceeded. ^„n m� Q W 3.Cortcrete.unchortable: "N< � Z . . N�N�O� ] ._. ¢ � NCHOR'.ANCHOR� �MIN:. , "'MIN"rCCEA1tANGE`MIN::CLEARAlQGE �' � � SR� EMBEDMEM'_+ TOb1ASONRY' TO ADJACENT' a,�N�o a .... _. . . � . � .�. EDGE �t:.... . _._. . � . TYPE ,, ,....,ANCHOR•.. " o.oh: 2/19 14 i � � � 14" 1•1/4" 7' 4" scuE: N.T.S. ° � TAPCON � � 5 ElCO 0-- — owc.ar: JK m UITRAcoN i/4" 1-1l4° 1" 4.' c�.er: LFS � s WOOD SCREVJ INSTAUATION NOi-eS: �RiWING H0, a a � 3 1.Maintain a rrlrlmum 5f8'edge d�stance,I"e�d disfance,8!"o.c.spacing of FL—t o851.fi o � wood screws fo prevenf fhe spCffing of waod. sx¢n 4 or 6 N � — — � z ' R1Ciient¢\New South Windwis PEHMANENT�A�-Florida Ptoduu Approvais\FL-S68515ingic Hung\C-Drawings`FL-16851[2014}�FL-1G9iL1-6.dwg.5-2 2.29" '� 3.29" i� mm , i � � � � O . t"J 0.067'— - ; � 0�� Ty 0 � � � , 0 p O y `O � O � O � -2�� D 2.7a^ L W ,3 �1.24" � S � � � �,, 0 ,�n � c � _ •o � � °' I - D T � � N � O � � � o �x1 A � � � � I � p � y 2 � � O O � �n � � I n I--�sa°� �—�^, I----,.is°--�� i.6i^ , W � I�--1.66" li T � �O N � � I 1.24" G� '['— v o � � � � �D � �� o � � � m o g o o I I � � 'O —�i I-�--�026° ! � � � �� I 3 w � � i �--1.47' � � O� I i � GZ� o I y m � y i o o�+—0.21" s � � � w � � � � � � � � � � A � � � � � W �' 1.4T q �� �� � ��0.045' �21T' , D�l. m m � � ��`�``„$CH'�//���� , n `�3 �����`,�,��'O�,'!r� o � � �' Na.43409 2.�� i * :�; � � g � � � PROOUCT: Dooumenta'pnpana By;� � .. �� SINGLE HUNG WINpOW �Y�don F. schmtat % .:;?oato!:.''Z.� Ii � � ,',2 N 4 2 73_77.ADDED 37x62 WINDOW'SIZE LFS P.E. No. 43408 ��i��••�O ����� �' � � z� 3 4 19 i6 REYISE ANCHORWC JK I/� N�,. �1 o N ` y� 2 12 17.15 AOD�GLAZING OEfAII JK pqRT OR ASSEMBLY: � BUILDING CONSULTANiS,�INCt,' I� � y z tn � 1 6 26 )5 UPDATE"70 5TH ED. 2014 FBC lF5 P.O. Box 230, Val�iCo, FL 33895 N0. DATE BY COMPONEN75 �Phone No.: 873.859.e787 REVISIONS F6PE CA No. 8813 Q 2I714 R.W.BUILDINO QONlJULTANTB ING. _,� Blt�.OFMAiPR►f4ES -. � _" ,��t������-k ��l��rt�r� tiFM�i-, DESCRiFftON htA1E�IAt �� "' � : •B 2X BUCK(SG>-0.55j WOOD ����r�, •. "•-�yt;, 01 C 214"MAX,SHIM SPACE - �` � •�� ��n � z D . 't/4",X�2=314"FFH ELCO OR ttW CONCREiE SCREV�t ' STEEC ��y�, ,;'� �0�.=.�� E MASOPtBY-B4OOO.PS1 MfN.COtaCRETE CONFf3Rtv�3h2G TC}ACt CONCRETE �V„�` z �&;d�O`�+�m 3(}t�R HOLl.OW BLQGK CONfQRMING34A$tM CY4 '�i�'�''••.,, ... •'�,�.`� '�d-o m ao F #,10 X 2"PPH SMS 1-1(4"M1N.EMBEDti{ENTa 5TEE1. ���i �``� 'm y^°i G ?XSTUD(SG>=0,55 WOOD ��ff rttit ��� o�nmi H ,#lOX:2-1l7'FPHSMS ' � v N o J SiEEL STUD Min.Thk.033"(A5TM A653 GRADE 33 Fy--33 ksi min.,Fu=45 ksi min.� S EL GLnSS eITE 7/8"o.A.GlASS tHK, � g r� 9 m�W K #IOPPHSELF-DRIUJNGSMS SiEEL GlAZlNG$€A1ANS (�j � �"� maa� L #)0X7'PPHSMS(1-1/7MtN,EMB�MENf) STEEL {SIKAFLIX-S52J � 4, � �xrau�Eav�rm.�nr�nefaa5j• RIGID.PVC ; oz° � 2 EXiRUDEDViNYLGLAZINGBEAO(73dAj• RIGfDPVC t/8•ANNEAtEDGtA5S x ��y � � � 3 . EXTRilDEDVIN.YLGLAZft�IGBFAD(d25A)• RIGIDPVC � ,'� �,�..—Q.040"SAftEX�PY81NfERlAYER � a � d" StLL(464}" RtGiD PVC � � 6 `:STiLE j438)• RtGid PVC O ., AIR SPACE b. ' MEEf1NG RA1l(477j" RtGiD PVC a 1/s"����p GlASS � Q� � 7 :: LOCK RAlL{476j' 1tSGiD PVC � r�t-„ Ita'ANN�t1l.E�OGl.ASS � ��a '' $ 90TtOM RAIL(4858}• R(G1D PVC � M 4 MErTING RAIL REINFORCEMENi 6463-T5 ALUM � ME7AL RowFORt;�eiTrYt � m �z � 10 �I.00K RAII R�INFORCEMENT 6063--TS ALUM x �w o`� 19, $ASHLOCK c�i � =4 �2 �� _ Not approved for use above 30 feef i�the"HVHT'. �� o m¢ �' 33 BO'tiOM RA1L REINft3RCEMENT 60b3-TS ALUM �� GlAilNG OE7AR o � C }¢ , FtEApADAPTER d73i` RiG1DPVC a a � 18 - S1iCER8NFOR6EMENT ��-.S�`�-�� " 2Q � WEATNERSTRIP - "�m z 21 '. BALANCE COYER(4b8) RtG1D RVC � -c 22 E!(TRUtiED YINYL GLAZING BEAD W/DR(P EDGE(467!" RtGiD PVC .`�'. 24 BULB GASKEf(AMESSURY) . POAM 5r� ,� a � `THE APPRC?VEU WHlTE RIGID PYC EXTERIOR EX(RUStONS F{?R WINDOWS ARETO&E PRODl10ED SY G�B� 7!6^OA.GLASS THK. t' � �, � D(TRUDEI2S LiGENSEES IN'"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXiRUS10N5". GIAZMGSEAtANT g��� � a - ���G�'J�J�� ��q� U7 C�� N [�j � }U2p Q." � � 1 lg'hNNEAI.ED GCASS n d'''�~ w � -� �„�.—0.09�'SAFLEk`�PYB INTEkLAYER ��q c sw � ' v ' Cr�� Z I � � 1/8"ANNFALED GLASS ^"'r°�'�� z � F4 A�R SPACE •rn.^.N� r � � � 1/B"IEMPER�GLASS `�`r^1O� i � � MEiAi RE7NfORC87 Bt7IYi. M N^2 ° � � on�r: 2,/l7�i4 0 � GIA2ING DETAR � N.i'.S. 5 I s C:2 tmc.er: JK m � . � c+x.er: Lf5 3 3 URAVnNc�0.: p •r FL-;685i.8 0 � sacEr i oc� �y � v z _.... �—.... R ��T , . R 'S�V Builct%ng C_onsultants; �nc. �Y � Cansultirigpi►dBnginaering�S�rvjces.FartheBGildiingIndusuy P.Q.Qox 23D Valrieo,fL 33595 Pl�one 823.659.9197 � F14ridal3oar8 ot'Ptofessianel Engineers Certi6cate bfAutlionwfion No.9813 Product S��Gafegory Manufactur�r Proiiuct Name Gategary NeWSou#h Window-Solutions 9450:S�ngle F{u�g,Wtqdow Wlndows. Single Hung d90't Qak Peir Btdd tmpactF�abed-HVt{Z �'ampa,FL 53640 w/Ftange • 8t3 82B-60Q4_ Sc�pe: Product Evaivation r2poit isst�ed'.by R�t1!Buildirlg Cansultants,tnc.$�Lyi�don F.Se}imidt,P.E.,�Systein'ID#1998)for NewSouth Windo+nrSoluEions,based on Rule Ghaptef Na.6'lG2U-�,Msthod 1D Ctf'the Stat�cif�fa�ida Producf Approvaf, oe�t..of Business&Prbfassiona6 R'egulation. RW Bullding Consultants arid Lyridon F.8chrniilt,P.E,do no#have no�wilf acqu'sre fnancfa!interest in the company manufactunng ordistii6uting the product�or in any other antlty Involved imthe'2pproval process of.the product named herein, Limitations; 1, Trils producYhas.beet�evafuat�d;antt�s ia comptiarice with fhe�th Edii`ra�{20'f4)�iorida Buitdirtg Code{FBC}motuding-the"High � Veldci#y Hutricane�one"(NVN�)�. " 2. Prc>duct arichars sha!!be as.11sted and spaced as shawc�.on.detaifs.Anchar etn6edineat#o base rriatenai sfiiall be.beyond wafi dressing ar stucco. 3.When used in the°HVN2'',ttiis p�duct`cemp!'ies.witfi Section'i626 of the-EBC.snd daes not require.ah impact resistant covering: �. �'sir 2x stud framing ccr�sf�uc#ian,anefioring of these•units sha11`be ttie sams as that shown'for 2x 6uck masonry.conskructiph. 5, Site r,bnditians that deviate frd:m.the details of drawing FL-16851',6.r�quire further erigineering analysis by a lic�nsed engineer or rsgistered architect: , " 6: See drawing,Ft,-16851.6 for siae and�design pre'ssure iimitatiaris. Sr�nn�rjina Dacumenfs: +r.=: :;;.�ic;^;1�30,„ TesE 5tarii#aiil Testinq.Laboraturv Sianed� =:�`�:";»-4�J1-S8 TA5 2Q9,;2fl?;2a3•94� ArCtiitecturat Tes#i�g,inc. Sfiawn�.Coltins,P.E: TEL u2p31487 TAS 20�;'2Q2;243-94 Testin�EvaivaCron Lab.. Vtliliiam_B.Shelton,P.E; TEL t72031568 TAS 201,202,.203-84 Testing Evaluatian Lab, Wfl1(atn B,Shelton,P.E.- 7E�0203�1722 TAS 201,202,203-94 Testing EvaluaGan Lab. William B.5helton,P.E. 2. Nfiami Dade HOA Materi�ls 7es6na 95-4209•13 Saflez°FV8lntettayet(Eastman Ghemical Co:) , 3. Drawina Na. Preaargd-bv 5lpned.&8eated bv Na FL-16851.6 RW 8ciiidii�g Consuttants,Inc.{CA�#9813) Lyndon F.Schm�dt,P:�. 4. Calcutatians Preparei3`� 5iqned 8 5ealetl.� � Anchoring RW Building�onsult�nts;lrtc:{CA�9813} Lyndan F.Schmidt,P.E. ASTM E1300 Glass Load Lyndori F.Schmidt,p;E. ,��g�46 C 9 E�p�e�a6, 5. C!i�alitvAssuranae qq��� �c;;;rL�}��� e�'.��. ��,�.Q yr,..:�°�"�r..„�f�`'�',�� CertiFeate oF Partieipakion issued by Nat'tonai Accreditation and Nianagement �§'� o•°�,� `���"°; �c, Instituie,ceRifying that NewSoukh Wlndow SQluUQns is�nac�ufacturing �? < `l� �,i�fl� a� �'„ products within a quaiity assuranci�prag�am thet Complies with 180/lEC ��u °z':� '� `7�2Q�nd C-;alde 53. �; o g "" •- � � Yk .. "' ��„4----�-- .�«�; n •�r-} � ` 4��A �-rLE�-�. a� ���� —' � o � ���',���`a°r�,,�r�,��»�°�n4�o��� Lyndon F:Schmldt,P.E. �����p�f�6"�t��-������ �Cf'E No.434D9 � Sheet 1 of 1 8�SB9pkIlE�� 2/14l2017 �,: , Florida Building Code Online Pa�e ] of 3 ' � � - �;.�,��:� �. � - ���.. - - ,;.�;. . „�r <.`�';:r� - "" " ¢�} '�� - �, � p r��. � b., ,•A• � Q C - � g � . �g�� . Q ',y C �r•��' '� �;�.., ._ . :�:"§ }.�ab. ,9�pla�, ::"as�' � 4= .. _,i.' �' ' f '�'� ��''a'�'?',�},"�,� eCIS Home : Log In ! User Reg(stratlan Hot Toptcs ; Subml[Surcharqe i Sta[s&Facts � Poblica[ions E F8C StaH � BCIS Sde Map ` Links . Search �ln�ca �,.- '��� Product Approval k�,�,' � �; USER:Public User � '^•C:'L�e.: .._i�yt.Y..... Product Aoorovat Mgnu>P�oduct or Aoalicatio�garch�Anolicalion Ust>Appliration Detali t.`�"<5^..°••��:�`�� FL# FL15413-R3 tx�`.s��ta7`�'h"�"+,� Application Type Revislon Code Version 2014 Appl(cation Status Approved Comments Archived �_3 Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak Fair blvd tampa,FL 33610 (513)284-0129 da nochstei n@ newsouthwlndow.[om Authorized Signature Vivian Wright rickw@rwbldgconsu Itants.com � Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Muilions Compliance.Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �� Evaluation Report-Hardcopy Received Flo[ida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Fiorida License PE-43409 QuaBty:Assurence Entity National Accreditation and'.Management InsHtute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan].King,P.E. J Valida[fon Checklist-hlardcopy Received Certificate,oFIndependence FL15413 R3 COI_ CERTpF�VpEP[N�ENCE.i�dF Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards CertiFled By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtep%2bDhVR... 5/18/2()17 , Florida Building Code Online Page 2 of�i Date Submitted 12/08/2015 Date Validated 12/OS/2015 Date Pending FBC Approval 12/13/Z015 Date Approved 02J10/2016 Date Revised 02/27/2017 Summa .of Products FL# Model,Number or Name Description 15413.1 a.Vantage,eVantage,iVantage Extruded Aluminum Veitical Clipped Structurel Mullion for! Clipped Mullion use with impact and non-impact window products in _ _ _ Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:No FLI5�713 R3-II INST 7 5413.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 � Impaci Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation.Reports Other:See INST 15413.1 for Design Pressure Ratings, FL1541? R3 AE EVAI 154U" 1 pAf specific use Iimitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.2 b.Vantage,eVantage,IVantage Extruded Aluminum Vertical and Horizontal Clipped Clipped Mullion Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVH2:No FL1;413 R3 II INST 15413.2,p�lf Approved for�use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created hy Independent Third Party:Yes Design pressure:N/A Evaluation Reporfs Other:See INST 15413.2 for Design Pressure Ratings, FLI5413 R3 AE EV�l�.1S413.2.odf specific use limita[ions,installation instructions and product Created hy Independerit Third Party•Yes particulars. 15413.3 c.Vantage,eVantage,fVantage Extruded Aluminum Horizontal Clipped Structural Mullion for Clipped.Mullion use with impact and non-impact window products in Masonry or Wood Openings Limits'qf,Use Installation Instructfons Approved for use i��HVHZ:No FL15413 R3 ll INST 154133�df Approved for use outside.HVH2:Yes Verified By: �yndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by"independent Thlyd_Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15413.3 for Design Pressure Ratings, FL15413 R3 P,E EVAL_15�}13:3.oc�f specific use I'rmitations,installation instructions and product Created by Independent Thi�d Party Yes I particulars. 15413.4 d.4100 Series Clipped Mullion 410D/4150/4160/4175 Extruded Aluminum Vertical Clipped Structural Multion for use with impact and non- impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVH2:No FL�5413 R3 II �I.;T�15413.4.ndf Approv,ed'for use.outside HVNZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact:Resistarit:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15413.4 for Design Pressure Ratings, F�15413 R3 AE EVAL.1541�.4.odf specific use limitations;installation instructions and product Created by Independent Third Party:Yes particulars. 15413.5 e.4100 Series Clipped Mullion 4100/4150/4160./4175 Extruded Aluminum Vertical and Horizontal Clipped Structural_Mullfon for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use I�stallation Instructions Approved for use in HVH2:No FL1541�3 Il IN57 154]3.S.ndf. Approved for use outside HVHZ:Yes Verified 8y: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created hy Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:See INST 15413.5 for Design Pressure Ratings, FL15413 R; AE EVAL 15413.S.odf specific use Iimitations,installation instructions and product Created by Independent Th1rd Party:Yes particuiars. 15413.6 f.4100 Series Glipped Mullion 410D/4150/4160'/4175 Extruded Aluminum Horizontal i Clipped Structural Mullioh for use with impact and non- impact window,products.in Masonry or Wood Openings Limits of Use ~ Installation Instructions Approved�foruse in HVHZa No, FL15413-R3 II INST 1 41 :3 6•pdf Approved'fo�'use oukside'HVHZ:Yes Verified By: Cyndon.F.Schmidt,P.E.43409 � Impact Resistant:Yes• Created by:Independent Third-Party•Yes Design Pressure:.N/A Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wC'JEVXQwtDqtep%2bDh V R... 5/18/2017 ``�\��```, * ,,�I • � `_;�l••�• �'��^[]� e�u out :�: � �:¢=_ UUI ND04V so�ur►oNs _"`� z * �:Z� �� . � � =j•.. ,��:;�E m� � �� �amm ,. _ �i ��"'� ••'" � >> •m ..:=er,.,.,r^n,n.-;_ :,,ra� ''���+�r��� tpl���``` o r°�°z 4901 OaK Fdir�lvd.,Tampa,FL 33610 � � �� �.o � _°_� � � � �� . g =a 9 m.�W 4100-/4150/41�60 /41�75 � !: . �; aya ,��=a i � � -"� mda�� Extruded A�uminum ! i � ` � �Z � v E �a � Vertica! Clipped S1ructural Mu1lion 1 j s..�a �. . � GENERAL NOTES : 4100 Mulkon 4150 MuBion 4160 Mullion 4175 Mufiion �y '' i. lflis producS has been evaluated and is in corrp6ance w'rth the 51h Edition(2014)Florida Building (Aluminum Reinforce� {Stee!ReinforCed) o �Q � Code(FBCJ siructural requiremenls,exeludng the"High Velecity Hurricane Zone". �' ¢z � � m W� 2. When used in areas requiring wind bome debris prolection,this product rP mulled togetherwifh o. � Z � impact rated windows)does not requfre protecfion from on impact resislanfi covering when used a � �� � in Wnd Zones 1,2 and 3 as deFined by ASiM E 1996 and Seciion 1609J.2.2 ot the FBC. �109.375'Mn%.OVERAII FRAME WIDTH � � �,� `� o' d 54"MA%.SINGLE � c 3. In�nd Zone 4 as deflr,ed by ASTM E 1946,this product musi be protected with an lmpact resistant UNIf wIDP,i � ' � s crovering compfying wrfh Section 1609.1.2 of the FBC. a. �; n �, � . �n'�� � J ' 4. Seporate product approvals for each glazing product used with these mul�ons must be subm(tted �%/ along+vwth ihfs mullion product approval.The desigrepressure rating of the.assemby shall be the = � j = lesser of the lopd capacity of ihe mul�on os specfied using this approval or the design pressure � � �� LL ' m rating of the individual glazing products used, w a � � Z o 5. Anchorfng oF each gimJng product to the mu�(on shall be as shown in thts drawing or asshown in �� �� I�, ; each indvidual gloang product approval,whichever is more sfringent. o � �� v � 2 '��- � Z �'� 2 2 �� > Q 6. Mu1Gon anchor embedment to base moterioi shall be beyond wad dressing or stucco. 3 u� ^�.' � n � v o $ 7. Any conddions not mvered in this evaluation are subject to separote engineerin evaluation. � � w R . 9 N Q � ( � . C� . _ o S. For De stud framing constru�tion,anchoring of ihese units sha11 be ihe same as that shown for 3c ,' r,H i� ��: � buck masor�y construction. � L' �' .._ ° w ',i = 7ABLE OF CON7EMS i— ' ' r� o`�"o ' � i SHEEf 9 ORCRIPi)ON 8 1.375"MULLJON Wl�hi � 2 3 �J�e N�, _. a 1 Typical elevations 8 eneral notes �'6 6 6 6 6 / 6 ��Z ' o � 2' Component deto�s&cross secflons MULLED WINDOW UNIiS ��,' t/7 t3�'. ,: � 3 �esign pressure ta6tes(concreta insta0ation (IWtR unff Shown,mVItlples also aRowedJ � N.T.S. 9 3 4 Oesign pressure fables(cancrete insfollotion) mvc,-er.: .�K= m 5 Design pressure iables(wood instauatlonJ See Sheets 3,4,5 b b for Design Pressore RcHngs ° 6 Design pressure tables(woodinstaliafianj Q°�'�` L�' Q ' Z . 7 Ancha brackef defoils ���" �' � 8 Buckancharing – FL-754t3.4 0 � s+cti 1 cF 8 - N' � — — � � � � I 5hown wifh NewSoutfi Series 4Lb0 sin�(e >>���`, * ����i„ hung frome under separate approvol, .`��:'' � ���. � H8 x 1"PH Self Dn1fing SMS{See notes belqwJ:'`� Shawn wilh NawSoufh Series 4000 single Olher NewSouth appraved frames mtry ���� � �•.�'� � Use fhe hame enchor spnci�g as zhovm on ft hurx3 ftame under separate apprarat. he used. M S:� � ,�_�n Ihe indviduol Kindow producl approval(ihe 11 Other NewSaufh appro�ed fmmes may /� ��ys� �{� �,d�'—�� min.required screw spacing is:3"trom each � be used. #S X i"PH Seit-Dn1G�g SMS(See nntes beiaw): 7`� ;N� z F;'O�� fl�u end and 24'mox o.c.lhrougoutJ. � !)sa She frame anchor spacing as shovm on 1 r ��},s "��z�o�,,� � theindhdualwindowproducFappravraljfie ti �i. �'•.....,.. -• ��`.` a o m�„ a a au2a�m�o�hrougo i)Nom eoch �r'�q���r�„i•t�`����` o�`°z°' � �'Q o .lJ � �.O � � V N 0 ti V �'�gU 1� ` \ � �O+ m 6 ;ry �L �•'O C � i R � 11 � a N�' m a,a� � �� \.� `�.�. -� 4�rU � � -- ��`oz �.3 � �� � -. ---- � 3 � o° ��`'a. .V"�' N 7t� �' 4 3 1f 1 �Sna�wn vinyt muu cover ' '� � Reinforcement 6ars `�—Snap-on vi�yl mW1 cover �n (asrequiredj z �z � .2 MORfZONTAk CROSS SECTION � ' oU t NOR1ZQPtfAt CRt}S5 SECFfQN snown wirh qt�5 nnu�iinn � ' ��^ � Q S ownwl 410q/4150/b160MuUons � Q � w� i v w{y W 2� � � � � 4� 4. � � � � � - �I O U � 1 � d , . q 1 ��}� O h ? m i {7.$7' � 1 � � � � � U; � '[� �' . � � i � t � o.,�„ � � Q Q o � a� : �� w � � � f ; j � � � �II o � ` � � 0.125' � MUlLIONREINFORCEMENi � � O O .;��" � �. � ;a ASTM A3d St£EL BA& � ^°1 � i a v a 1:875' � 1:875' I �,� ' � `� r' � �� OSb2"� t---1.3' 1.84"--� � 'G�iRv: I 0.1?,� t i ! � '�°.�, �� . "z } 3 Q t�1.375' 0.125 H— �; 0.58' w `:� ��� a "' �i.375 0 � ( tl � n a H a:, �. r[. � � �1 MOil7DNt4i0�1418D) MUWON dI7 MUIllONRE1NfORCEMEM 0.125' o °� °' � �'Q z � � 6063,T6 ALUM 2 6063-76ALUM '� 6�63db ALUM BAR 1 � � _,"�'"Z� o �� f nnt[: 7/� J'3; '-i � NOtes �,�,,E;' � ; �, .N.T.S:` � 1, Refer io indlvlduat window product approva!tor fabricaiion �..��.g�g�.`-) �3.875' I � and Intlollatinn rt:quiremeofs,(nciudu�g gfaang defa�z, ff"s.sv` .�K ° !tame relntorcerneM ond anc.horfng speci�cations. r`°��": ' ��� . � H .2. Shee!meta!saews(self-dn'�ngJ sttolt lwve a mvtimutn of 3 �MUUtON ANCtiaR 9RACKFf(3di9j �z 1�U���ANCH4R 8RISCKE7{3dl8} nw�m�Ka; n n fhreads protrude complately through the mu�ion frome. � l06a-T6 uUM `J�'T6�M Fi.=154.i 3.4 Q N � Ma'ntafn o mt�.t l2"edge�stance. $„� 2 q� g � .?� � d . ' , ° R�\C7ientslNewSOuthNindowsPERMANENI�A-F�odtlaVroduttApprov�Is\Fli5A13MWflons�C Drawin s\Ft,L4713 2014 f415413A•5dw , 9 ( )1 . . g,3-4 ' 1 , N ' � p ��\\\�y � $ � ��C�1\�\�Vy7 o � � � �\\Y 4.�Im � 0 r, ��.. � a� z � � z v 'G �. �m � ,MAXs'MUlltONSPAN-� - , .:' - :, . ' m s o __ , _ �MAXi MUt[(ON SPAN: . . s ''O O /�•''�5.3�+� ��'�p;/:�Y�`�[:p''�W�f�• ��� ` � ;A-� �W"� .O�'�E�`�'�V��?:� � � m q: o '�' ,g�3�` _ �a:'';i' 4 $ Q, �' �v ' x = _ z. � o� . ., :r �.'- t� '. .. .. . �_ .:• ,". .."._ .,._ ,.._ , ` : . � • � � c • ;�.,. _ 3 m°Q mo '.I .a. w n a �.." b" � f,`£ '$. ��.", o .� � �+ � a .�", a $ i: m : o �m � V? -f �, . �' . � $� S L"i� V N P N A P A � � O. .��, ' ' y tPi� a. N V � A V � V .�•:, • C �� �C-F �� r .. � . 7 �o " � "�' .ai $ � .wo 5." `�' �" _�.';� ,6' " `" .$ � $ � m nw. .�ui �'' �3�_ •.�- v. � m Q .O"A Q:•��: �Cl � .� �,z , .Tp Z �7 �A '� p m t"'if �_ �.+ o m u�i .�"o �a' � .w����' A�{ oo v�"i a �.. �O' 16' Si' m �' e :a i�� :a a o `^: Q m C O ;�' 3 0 .: .:� ._;�:,� � � V � $.�r' t6' Y'r. w o a o m�'.� �: v � $ .a.. �- U" u ra '�' .m_ ;�, `�-' � - � m a w m N N � V w � 'o v' �'.' o �'' N ,$; � w. .{�i o .V b."' �.i o ., u, $•'.:(-. - ,p (,� yv (y N � V .�, fY N a A � NO P fA ,f�i.... - V W W �� P L O A O qL/�'�-' . .. �'., 'Yr W j F o� N � 3a � �n� Z.. i�g � 3# � �� z3 c _ a�o �� z'c a m o I 3 G � _'__ e 2 a 3� � r o – . .....,. _ .�, _ , y - . _ _ ,.. .._ . _. � �z L�•MAX.MOItlONSPAN-`.:_„>�;,'S:' --� g -_ ''3�MAJG'MUWONSPAN-=- . -- .;: . v _ - z`-$ _ -�*�.y4, ' a ?£ :: ;y^ +,_,'.a.• ,t .:al��,' =`� ,.�i-' i�.= . ; o,�a: G 'Na;���,'$�� �PeJ...a,. « •�. �. �` ym •CI�F; ��N:"P;� P �P. � '� 00,� »I�i;i�, pa..�:�?.P��'- A� O,: `�j ai Oa...W 1 Pp .P. O' '�... G� e_. ,-]�:�:: `�;�p' -- ':+�^ _ - _ �,3:; m�,: _ _ _= i>`' z; �r: _ - _ - _- - ( O V, V �W b P W O V Ih ,�����`. , O V V fJ b.;> f�i� O" V L ��� �: ��.. OV 4� 'i`� V p. q p p� n V ti� �. N � � � � 0 w N.�i:�' V VI w N V A A � � N �^„� �, ' i m ND • . `� • ` ' ,: .. � ' � � d O V A � b � A N �p`.O,„N, � b O V, �-.A.. n P N � �Ad__�r[' A � . i ta _� n p a (� (� ;."-� x' _ _' c ro ;� `b �• W (NII O�. W.O m V�1 fJ C] m Ya" Q1 N P W O OwD N f.J � � a.."�� �y.. a :�� �� � �� a y� ,p a (�J (�,1 W (� N �• �..S��,�+�. e. (� a w, m. (�.� (,y p oy;�..�+�y. V W A r W fll W O Cf � �m_�'��i ��' V W � r m. Uf fY O P � dy � V � � O V � N O � N ,�"* _- V .�"W. O V A N O N � "',�.." O �:..- " 'O�; V (J ��- b O A ..�.� b P � �� t'`;; V � {Ail V. O. A � d A p V.. y ?."�. �f , � �. . ``�������SCHM�O����i `� Y,.•'�ycei�►Rt:••.�' �� ` No.43409 /��,� _ :* � �$ ,fi4' � � � _ PRODUCT: oocumenG preDo�d By.�' • �y-� ,�• `� r��� � Lyndon�F Schmidt �i "��A'�G.`;�� Iw � � � -— CLIPPED MULLION P.E. Na.43409 4�'•`Q•••�� � N� /7� �i�� WA ����� ' v -> •� CZ��• 2'i 07 15�RENSED 4775;NULLfON'. �-LFS pqRT OR ASSEMBLY: � v�-� / BWLDING CONSULT/WTS,�INC4, I� c,� .�� V7 W =1 4 22/t5.UPMTE i0�STH.ED:(7074 .FHC 'JK. . , rJ l.�/��P.O.-8ox 230. Volrlco. FL 33593 ? � NO DATE' :By DESfGN P.RESSl1RE TABCE �� Phone No.: 6�3.859.8197 , REVISIONS (CONCREfE INSTAU.AitON� FBPE CA No. 9813 � t7�o�a w.w.uui�cn+c cuHcu�rwnrts�e�c. ' ' " -__—_ I ,. . . . - (�9 � , .. ,. . _ .. �� . _ `������ ,.... � � ����i , .��- S . -., � �'DESIGNPRESSURF S �:, - ����i a I -.,... .,. . DESfGNPRESSURE . ,... , . �U ON ' ' j Q� � i� W 4100MUWON , �'.. _. � 'MAX,.OVER/IIL'FR/IMEWlDTH '. . • 4[W�MINUM� . � . , " `�Mf{X.-OVFfUI[LfRAMEWIDiH - . .. •o � •p .: .,. . .._. <- .. _ ._ ... , .� :. . _:.. _. .== ;. '. . g _ ,._ . .. _. . . . . ; - � :. , _ peeucsc�u� �a�'. - _ , ..:., , _ . .., . , 48". . .62",�...,.74",._ B6'. - 98".,.. t04' 109.375' :, ,�, 48",_ !_62"-. .,.7q^ '. :8d^ .� . 9� .104' � '�1.09�375" ��:� �'k `.d�C��� - - o �.z_ ea�.. 3q 2� 23 20 ;i s4" 4t 32 � za zz 2t so ��•y'•., z ¢;:O� °m� . ��� BD"._. � 31 27 24 22 21 20 ;60",. 48 38 32 29 26 25 7A %��.''�. � •���� �%t0 m � .;76"' � 46 37 32 2B 26 25 24 a' ^ =76':--, Sd 44 38 34 31 30 29 ����q��f�� i ��\���` o p"`O z '�2 ' �� - 2'�'���,-�: u H�-: *�, '_^02°��?, 55 41 38 34 31 30 29 -�;,-..'72';,;��. 66 63 45 41 37 , 36 35 � �9 � o i d. 2 69" ; 63 SO 43 39 36 35 34 x' ° �b9'...,.- 75 d0 52_ 47 43 42 41 �'a.c°i =m'c m O.,' 4100MULLION :� :, . . AlUMINOM ANWRC� ��'= ." ." . . .. � a �" 9°.t a � . .66';; 72 58 50 45 42 41 40 � � � ,-.,'.66';�; �80 44 60, 54 SO 44 4B f� � m a 4� � '. '�,..' _;.. . � � � � 63°,<;', 80' . 67 59 53 .50 48 47. ,�` ;°63".'= 80 80 71 64 60 58 57 E o Z �'' �;6Q"-,,,; 8D 7B 69 63 59 SB 57 �� ,,.,60°.'', BO 80 80 73 70 69 68' o, T�!; {^+�, - o �a. �'�7 .. ' . q ,, 54" � BD 80 80 80 BO ' 80 80 ''^54;;;,r 80 89 80 80 80 80 80 �' �„48'-. 80 80 80 BO 80 8D 80 ';:�8".:,' 80 80 BO 80 80 80 BD �",z � Z ¢o � .^_. " __ , �' DFSfGHP8ES50RE(?SfJ :. ... -- .4760MII0.ION-. _. : � r,t;DESIGNPRESSURE(FSFJ:-:'�:, . , j �w�. � 4176MUWON � � MAX.O,YE1tALLfRAMEW@iH ' " �Rfl ro�) '�.AIAX.OVfRAL1'fltAMEN7U7H� � . . . � � �2, � .: . � ... _.. . � . . , . � ., _ ' ' �.516" 62° �74''' �86"� 9B` �_104"�- :109.375' _ ' 48"�. '"62":, ::,7A"�;: �:86", �.98" 104"';, .109.375" �+ w tew o < . �wt.;`.. :�' _ ."._ �:.. . . ;%�;.�.F:' �: �.. .:r ,.. :. . _ a N °'q '� Q.zu � ,,. h! 71 58 51 46 42 41 40 � ,,..^�' 55 43 37 33 3D T8 27 U � c_z '�80":`; 76 62 54 49 45 44 43 ;?80;��;� 64 50 43 38 35 34 32 0 � o� �+ '.. =:-7d" =- &1 6b 5B 53 49 47 46 ,�>:iTb"-�:> 74 54 5] 45 41 40 3P ij a q 'Z'L-" .. .-;, - ���. ...�:..n-. ( ..Q t :. 72":, 80 71 62 37 53 51 50 a..,.: .7T,;� 8D 65 61 54 30 48 h7 ���� C � ;�:i . - N:, � . :-,z .::�,,.: . x:,: ,; .�.,.. G p ;,;6,Y".;; BO 74 66 d0 57 SS 54 ;p:,�,.:;6,4,,,,:; . 80 74 d5 60 51 55 54 G 4175MlILLION i _ 4160MUWON <.3;„, - <�;.;<:;•,...::..,:. _ � d-�6b".`',., 80 79 TO d5 61 59 b8 (ST�I.Q�NFORCFD) '�:i' ,-,;6d"._r 90 79 70 65 61 69 58 4 . � ::�' _ : . : �;'.:. : ... ,�„ d3"�> 80 BO 7b 64 65 b4 63 v�63°;,�., 80 80 75 69 65 64 63 a'� � ;n�;� ,''; �;: ,�'' `` ' ' 80 BO 80 T5 71 70 64 ' =a z . �,'60r'..: 80 80 80 75 7L 70 64 :;60;',><,;; o�- _ _ � -sa°,., eo so so eo so eo so _;'s�:`��`� ao eu eo eo so eo ao �W o a 4B"<�' 60 BO 80 80 BO 80 BO - `-d8"�.� 80 80 � BO 80 80 80 ��, �, q NOfes: `�':�.: p o � 1. Design pressure ta6les are applicabla only for tha anchorbiacket and anchors o 8 specified on this sheet.Reter lo Sheet7 Por cross secfion detolls, u;� ' 6 2�equired at each 4� z. �0 2. �%� Design Pressure is not rna�7abie for this muffron lengih and fmme widlh. end of mu�on N� � �` `' �w z K ona '� z � �vwQ i a ph, _ Fd `. Y'g. `—' +. � `��Z,• n a ..� ae� 1'/7'73� � i I € `li (4J Conciete nnchors reqvfred sc,�e:. N.7.S. _ ° I s � � uwc,ar. .Jlf. m j _ Insta�anchors in aNemafuig holes��own - cau.a+e LFS 3 � 2 1 �nunric ao� � BRACKEf(3478)TO MUlUON DETAI4S FL—t 5413.4 �' ,� Concrete Anchor InstaDaHon �°, sx���4 or 8 ,� V 6 , . , .. . .: ., .. ... , ;.....�. _ ,.. . \��. �,,�. ,!, : a�PRESSURE' S .. .. 116D�MUWON. DFSIGN,ARESSIIRE ._ ' . �� .• � 4100MUWON MAX,yG �' n ' ,• . .:. .O. .-, _ ���. , .., .::.,.. , .� -.�.- IfERAtLFRAME'N7DiH� '(Aw RCED) ... ....._.��..... Y-: •.(P�J:::. . . m DFSI ., .,, ': ,. ��.. OVFRALLFRAAfEN7Dttt�:. � _ . +�O'' •m `. ^ A . . _ . . _ REINFO � ,�.... ... . - =Z'.. P;J:C�7 n ` >.. . �� ._ . . „ .,. . .:...i�.. .'�� .. . . . _ _ .. .....� - Q .,. ' ..,: .. _...� �., : , ..,.. " ;,�;.� ...._ ...,. ` � �.a..�. .,;,,;...... ' .104° 109�375" 4B" 67' , 7 ,, 74° B6" q8' . „ � . 48" 62" - 4^" 86'' 48^,;' �`SO4' 9�4.375" :C): * - ., �: _.. �_�'�-�^�� B4'_ 34 27 23 40 -84"' 41 32 2B 24 22 ...21 20 i�Y�. Z rc',:C�Z °v m n a��N� BO".,,. 40 31 27 24 71 21 20 � , _ ,�°HO"','.. 48 38 32 29 26 25 7A ��i����''•... .... '. ��.� >>fD� z„'_:; '7G";,' ' 46 37 32 28 26 ?5 24 z . 76"_", 56 44 38 34 31 30 29 '�����l1+1�1 11����,` o,nm.z U a:.. �a: s-72"` '' S5 44 38 34 31 30 29 "'a;: :- 7Y, �' d6 53 45 41 37 36 35 � x°'Z ,N ' iH.. '_" ..' ; v v 2 �ZU 2 �:`S9",. 63 50 43 39 36 35 34 4150MIIWON `:p .,'6�'' 75 60 52 47 43 42 41 � " to ]m°c.w 4100 MULLION ��'� .. � .. �r p o a .� "bb:":n' 72 58 50. 45 42 dl 40 (ALUMMUM REINFORCED) ,�,' . ,66'J.a d0 69 60 54 50 d9 4$ �� g �� m�a a� k 'S3"„�' 80 67 59 53 SD 48 47 33' � 80 80 71 84 60 58' b7 ` c z° � : .Q.:�-- .. , '� ,�:.... E o �'�.= - `.� �.•:;:��--' - � 60"-,,: 8D 78 69 63 59 58 57 r=60",;; . 80 80 BO 73 70 69 68 � �,,a � 54"=.,; BO BO 80 80 80 80 80 �;�.:34" ; 80, 80 BD 80 BO 80 80 � � ":�.de^,;,_ eo ea eo sa eo eo eo �=-:ds°:.: eo eo eo eo so so so W., � .. . -.- -_�.:,.:. . . '' . . � _ z �� .. . DFS(GNPRESSt1RE(PSFJ;.:?'; .: ... .. ... ��'A76�MULL�ON'��.. , __�.,:DE5fGNPRE5SU17E.(PSFj:.- , --- - -" �. � ��. � 4175 MI1LllON': ` .,MA1L OYERRLL'Fk/fN1E WID =f(STEE4...,i ,. � .. . . . � . . . - > >� � .. - _ _- _ - ?�f= _ ' - .:MAX�0I�RA[YFRAMEWIDJH.=:�= g '_i� v��-. �� "{AEINFOYLED);`'' -- m wZ 48'' 62""` -.'74"." �86' .98'• 1' '109:375': _"-:62":'< ;74";' '98"- T W 'w-� ` .� _ ..... . : .> , , ., , , o ' �. '- :,.�...::. .WI' �: -- ' 'n'�,..:.;o ;�, 48°- - - - . , 86' �'l0A"';. 09.375 c a� � ... ..-t ',.:.,.`.. .. .. ....,... '.._......:' . ,. . " _" ' ' 'N O a � ±�+�a... 71 58 51 46 42 41 40 Y°gq^,�,, 55..; ..�..: . 37.. _:,��.: ....�. . � -Z' � ,�d'.�o � U O w3 ' � ' ... , � ' ` �'�.80"-'`;, 76 62 54 49 45 44 43 � � '• 80",c 9: S4 50 43 38 35 34 32 a o �. : . � ',. -_. . o � �-" ;;x 7b". � B6 bd 5B Si 44 47 46' � ! = ='-06""� 74 59 51 45 41 40 39 a a ` :�',�,,.;_ : t,r,'-...._- � ':nQ. ;':72"-",' BO 71 62 57 53 52 SD Qp�"'�'72"�'^, 89 65 67 54 50 -08 47 'y^��c} 0 �H^�. ��.Vl�.• J'�m V z , �� �� . .i=„-��, � �. � O,.�.,'_6„9,';�. BO 74 6d 60 57 55 59 .o .,,.:8!Y':^,. 80 74 bi 60 57 55 SA � 4175MUWON � 4160MUWON a :.�; �"�.;-�:::���^��� o _ a� '; 66",=;_ BO 79 70 65 61 59 58 (SiffCR�NFORCm) •�a; - d6_;_,. 80 79 70 65 61 i9 58 � � ���r'::.:;:";, :�:: ',` .v,... ,� 63";;:;; 80 80, 75 69 65 64 63 i 63"'"; 80 „ 80 75 69 65 64 63 �;` yc:,,,� .�,J-:.. o,. ; R � ;.C�:,;"'e ::�.�:�'.�...,;. ::60'; ' 80 80 80 75 71' 70 69 ,.66".�;�': 80 BO 60 75 71 70. 69 �� Z � �54"_..�: 80 80 BO BO 80 80 80 ;5!f".', 80 80 80 8U 80 80 80 �w "� �:. � Notes: �:48°`- 80 80 80 80 BO 80 80 �,�48"...' 86 Bb 80 80 SD 80 80 ^n � � 1. Design pressure ta6les are cppGcoble only for fhe anchor brackef and ancFwrs `�` 8 spec�ed on fhB sheet.Refer lo Sheet 1 far crou seciion details. 2 � �� � . � Z, � Design Pressure a rrof ava0able for this muQon�engih and frame widlh. �� ? i O N N - 6 2 required at euch end oF mulGon N�-' R % 4 ry Q F � II � g i �..� � � � .-o :n ^ Z Fd � `--' `„"z u° a � � cw7c:' 1 7/13 ,z 3 . scu& NS.S.� ,�'° 3 � ;� -- - owc:sr: JtC- m - (----- = v - {4E Wood Saews reqiraed ' ��«.�r: CFS� 3 (3J WoodSaewsrequired cr�nwaa xo. c 2 1 BRACKEil3418)TOMULLIONOEiAIIS BRACKET(3419}TOMUWONDEfA1LT I FL-15473.4 `-' i �r� Insiall anchors in aitemaFing holes as shovm ___.__.__ � Wood Mcher InstaDoNon Wood Mcher Instnllallon N usxEr 5 oe B � � , R1n����s1NeW South WindoWt PEBMANENTVt•florida Product Apprwals�FL 15413 Mulilons�G•Dmwings�fl15�111(Z914j�FL-15413A•5dwgl b-4 i ' • • N , A A N S � �o � � � ��1� � 0 a� z z 0 � � c .. . . .., ., . , - ' ' - ' - � s o � }'MAXfINUlI10NSPRN;;;',_ _ - g , - :MAX:MUlIIOF{SPAN_ , o; �O a W .. `?:.,�r:.�_.��.,:, - - ;,"r`; ;•._: �;' - - -- -� :. ..- .. _ • �- -.Q c_-- .�1��{.11��,Wp.i'P�....,Y ��V .m;.m• �. g � P.��V� V 'm m � �A �.;r t � 't+r��:; ;:l-'�',�0�,'9 A. _•_ r"2�,1 i$�''9' �"'.F;^;;:'4 �: °' g .p _ 'p �'. 1�� 't �.(:.� - _ `)�� _ _- t Z 0 og , ,. E . ,.. :.- ,;: �,� ;. : _ . � g �� � � ��� � � o 0 0 �i '•.,�'�,f'-,_ o o � � w�i � �n' w $ Sa' .�°, � V O - - m On i po m m m W m �p /J. � +-5� O � O O O O O G V U .�TY.�, • O O � V � O L V � V R�,, ;" O G' � � � �_ ;. a.� . . �. � �Q O � o� o � o O V N w '�i'; O" O O .Po. d O. � m N V � ,`A;,��3�p i�` � 0 Q , 'C �' ' ' ���i� � v n �� T Z �"_.,'�'v`�.Z.. :� � m pp m �o mm q `-:�� 9' �� T � O O O O O O O m O�D V e� f� m W � m a o ��_'-F o. j ' - ' �": � o io �. {ii- ,c �- � o .�,�� .�� . , :�� �: m �p p H pp m At . N , �. p o O o O O O ltii� N W tr .@'::�yi�,�1 O O � O N a '� P � ^m. � � �. Q , j' ! o O O O.O O tV.1 O � � A^' O O � Oo a N O tNs1 N N � � = �. � � � � � '� � �' -'�'o � i.i;��•:,` � o `.� � o' �' .No a o Li�. >!'d: �� � � � � A � ♦ � ��a �= � _'� r�,'��'�-`�'y a� �0 �����--�(`�� 3; � ' n J � 8 E C=.17�._t7.� Z O � i o.-� �N ��z p z O. c� 3� o� 8 E3, �i � � �o ..MAIj:'(NUtLONSPAnj;,•`'� _', ' , ; - `_ INAXrMU1LONSPAN`.-- - ' � v � _ z...S - - -���S! �_ � ,��5�:'•�, t-. ,`� �3 - :_ �� . ;�� .. {.� � '`; „'• _ _.;;;. .,,;,�. ',"'_r __-'�'�'. ,c. : _-;._� _�'�r ..,_ ..:'. 'a. 3� G ���..�t�': :g'-�':�w.�P`hj:"�'�g:`�'.i .��'r.E ' , �p� '�. ��a" o-: ��;�. .. Q� _taA'-'��� g(��.y .j,. r i 1�" _ia�. k',-�_a'!--a-y�i:�_ ;: ;'�'� o.�� .�= ?��-i9� ..�.�f.,o�.a;'.4:��' 'i`.�� '7.�� .:�.�.o_• !'Y - __ _�'i't�`" = y i � ' " -' - ' _ 2. O O C��G O O O L A� N n�'j,�`e'�: . O O O O' O N w ? m � ��F'ri d O O O O O �N d O � .�-:'� O O O� m P q w (� y� O �O O 4f '� 0 N ^$..•�,.. , . � n O O O O O In .Pi � W V `��.,��tm O O O� � O N N 6i N m ��� '� 'p�, n •;,� � '�... '0�',�' : i._ .O,�Y� 1.`: . � W m m V q W W 'm,;,_� .O. m pe (� ����. a C o o �u'O. 4i iJ P � m 4r a. �.�'�"�n, � O O � � a� V a A N A ��;�w .i�. � �¢. ,C. a �. ;,�� �" � .�__�. ,i'":� :'!�', -r :E ��N 'o �a �u �a° m m�'o '� fn" o ���:,,�y� � o o' o o .�i• v � w .r'i °�09:-��.�' �b ,Ci �o m w a 6r O�.{+ ���W 5'�, o o .�'o � .a'e; N O. o N � p..� " .t' %T.}: pe m �o p. (� O�� J W o'` O O O a A Isi V b � V .V� '�� . � O W V O� � Yt b � O V. ' � . �' ' . �.�`����SGH�y/��''�. F' .0�. .� G . —`` v•��� ' %�No.43408 * •:7t I /��-r� I '^ � �' � $ NHODUCT' ooeumeMa PreParsd By;i I � r'.1 � �' Lyndon'F..Sohmid! ��j• �'•.�,',�Q�:'�(7�'��� , ' irn '�� 1 `� z " CLIPPED MULUON P.E:No.�4os ��i����`QMA�������` ' - o � � �.` y� .2 12 07,75, REWSED 4775 MULLION�. . !FS ,pp,�OR-ASSEM9LY; � � � � y�- 9UILDINO CONSULTANTS, INC. , , Im W � x V1 � 1 4 22 15 UPDATE:,TO 5TF1�ED.;2014.f.HC JK'- -" ' J�;�;P.O..Box 230. Valdao. F1 33596 '� DESICN,PRESSURE,7AB ES NO ATE - BY �(WOOD WSTAGLATlON� Phona No.: 813.859.9'187 ' ' " ' � �REVISIONS. ' .F9PE CA. No: 9073 U ac�a A.w.euao�:,o co.,o��r.«rn.i.+�. ' � ' ' � - ' 1 .���� � ���i � •` . �i!• 2 1 `.���C,•,'' O'�.f � �v' � * ��� "� ' •� �i����m � �N'i� ° � '�'° nW � 2 1 Windowunif not _}_,__ 3 �y'.,,, ,,��g�.`_�t�� shown fordorlry 2 1 '��� •-...•.•� Y�i`� N.��� � Rrr.� -}-- " � ������ttt n,tit�.`�� �°m Z � �n.. ! �4J L," A .. - 4 '. �(� � ' 'u�� � tq �m�U � � J �� fy A . . p. -�m � , ' .� O p yn� �OrU' '? = '> n � _ ..ry `E_ < mda�. i� 1X 3itCK -,�u � � ` ` �Z .`� � �c�=o.4z� � �t a �� � a �''• 3itb"Cd iiW Pfi Concvsle sctews " ° o ', �� ��a' �. �5 vm � � {SeeCor�cteteAnchor.Notes,Sheet&j � -� ,y _ n rn � t"MIN.EDGE 2 CONCRbTf ANCNOR BXACKEf DEIAlL ^ ti 2X guck � DtSiANCE 7 Mchor to Masonry thru lx Suck o . o �' {c>=o.a2� #�ox�-�tz�� �. � ' � Waod Screws 3/ib"0 RVI fH concrete screws � - x � (See Co:icrete AnctxxNofes,Sheet B) � '� � t WOC7D ANCNOR SRACKET DETAtG � � �- 7 AncFtorto2sc8uck � � , a. �''a � ; �3�CONGREfE ANCHOR BRACKEf pEfA1L a � o � (� �� z '7 Anchor 0irect i6 Momnry U� " o z � 3 � �` �B `d' �5 6 j � 6 �� Q �a �.. v �-�� ��m_ � � � � j � � � 2 � �� � � � � � � � � � � i 1"MIN.EOGE � � . �o `'o � � (� � 2x eucx o�sr�uvc� 6 I �W i� � b (G�=o.42j � � = 6 ��: (�i �� b #tdkT-1J7'FH � v o w°` r Wood Sarews _ ,, ° } 5 _WOQD'ANCNCJR"BRACKFf DETAII , a . � ' ��" ' x: � '° e a � n p n � �n T 'MchtRfioDtBUCk " " e a .a ' a . p a ' Z'u�} -I�� �� ' � e A ��m d � ° a Qm + lo�d f� I q �a � � 4 "�� 1XBUCK ' a � -��++ �{N p �. I � °' j {G r-6.�2j 4 0 � o• o: I `•'!?z. o S wh: �1/�' 1J x ° 3t1G 0[iW EH conuetesczews �: 'N:T.S.= ° {See Cflncrate Anchor N6t�,Shesf$ 31Ib"0 ttW FH concrefe strews uxc ai: � t (SeeConc(ateAnchorNotes.SheefBJ � JK., '�m' „ �41CONCRETEAlVCNORBRACKEfDETAIL �k7EAMCFlORBRACKETDFfAfL �a�;�s�-. :a � • ��—Mchor Diiect to Masnrvy 7 Mch�to Masonry fh�u tx BuGe "' FC.=25413.4 , o � sncn,7 oF 8� ¢ a — — .�`���`� * ,����i �,l., �•' i . , ��Q. '.� � � \: ��— N WINDOW 'T�Qg � �-O"' �MUWON � ^U;� e �C �22=Z�� ' � �� �(A�,7 z 4;:0: om _4„�TYPJ 4� � :V"• t0�` � �m n • , .. . <"�P.) �P.�� � � i ��'•�......••• �� F'=n �i �� »°�Dm � _..._L �i � �� m „^ � '����rll l 1{1\�`` o.oi m i � �n.• ti E a z Zu � gr� 9�m. `, U � �`.b g o W \ V\ °'�N'a maa� e 4 ' �� MASONRY '� �Z. 1/4"X 2-3/4"ITW FH 'A� m OPENING � MULUONSHOWNFOR \ � CONCREfESCREWS(iYP.) REFERENCEONLY o_�a � ' � e 2X BUCK� � � SEE DESIGN PRE$$URE iA8LfS(SHEEfS 3.�,5 8.6J FOR QUANTITY Of CONCREiE OR WOOD z z ~ � � � ANCHORS REQUIRED PER EACH CLIP j" ¢ = � �� o. � �°�- ' � � z � mQ � a N � � � � m � � �i " � q � f o1 o: o` . �I �. .. . ` a a: � . .. _ �� `�`?m' � �� MUL!lONAHCHORIN6 2X BUCK ANCHORING � � a, F ;oN , N n 2 � �Pii. O N' " CONCREfEq/�/CHORNOTES: �� �i �� � �8 1.SubsfifutJan of equol conaefe anchors from a dflerenf supplier may hove differenf edge p� a dLstance andcenterdlstonce requiremenh. ��� , 0 2•Concrete.onchor locdfions ot the comers maybe adjustetl lo motntatn the mtn.edge disfancetomodarjoinfs.lfconc:eteanchorlocofionsrm}edas MAX.ONCENTER"miuf.be ' �� � u z � adJusted to maintain fhe min.edge distance to mafar joints,addiifonol concre}e anchon �=' '� : � moY be requrred to er�sure the MaX oN CENTER^dimenslons are not exceeded. o N r"'-',,� � 3.Corarefe onchor Yab/e: ANCHOR: ANCHOR" W ...M!!V..,.... . • 3 ' TYPE� ::`.,.' ININ:CEFARANCE70' _-MIN:.GLEABANGE70: - ao SfIE'` -,FMBEbMEM.' -;MA30NRY,'EDGE' AD3ACENTfINCNOR ,. .... , , .,, .. � .. _.... .; . � . .. . ... .. , .. ' :..:r,..'�,.c.. .�.:.:�� ..".� , � QM1TE:, � " O ': .. 1T1N �. ........:.... 7 7 13z " Z. = TAPCON� 3/16" 7.1/q" �+!-E N.T.S.. . ° , � ���Bp � ITW � 1-7/8° aNc.,er:: ' z � TAPCON� 1/4" 1-1/4" 3„ cra-sv tFS ' 3 I 2-1/2° cnnwixa xa: . i e 4•Concrete sholl be 3,ppp p51 conformi�g to ACI 301 or holiow biock coMarming to ASTM C90.' ' � FL-15413>4 - c � . . sHccr B' or 8'•�� �� � ` R � R. W .Building C4nsultants, Inct � �, Consulting nnd Engineering Scrvices for the Building Industry � P.Q.Hox 230 Valrico;FL 33595 Phonc 8J3,654.9t91 Fiatida Do�i ofArofessionet Enginccra Cenific�te ofAuthori•ration No,9813 s � . , • ; . , .. . . . . . _ . . . . . � � I'rodUct � Category Sub Category Manufacturer Product Name NewSoutti,Window Solutians 4100/d150/4160/4176 Windows Muilion 4901 0ak Fair Bivd Extruded Alumtnam Tampa,FL 83610 Vertical CIiPAed Structura)Meiiion 813).626-6000 3cope: This is a Product Evatua�on repart issued by R W BuildTng Consultants,lnc.and l�yr�don F.5chmtdt.P.E.(System ID# 1998)fo��NewSouth'VUindow.Solutionsbased on Rule°Chapter No.61 G20-3,Methad 26 of the State o€Florida Product Appraval,Department oE�usiness&.ProfessEonat Regufation. RW.Building Consuitants and Lyndon F.Schmidt,P.E.do not have nor wiil acqui're financia!interest in#he company manu�aciurtng or distributing the product or in any othec entity�invaived•in the approva(process of#he p�oduc#named herein. _ Limitatlonsz 1. T.his praduct has been evaluated and is in cornpliance with tiie 5th Edition(201.4).Flo�ida Buflding;Code(FBC)structural requirements, excluding the"High Velocity.HpMcane Zone". 2.When u'sed in areas requiring wind borne debris protection,this product(if mulled together wikh impact rated windows)does not require protecdan from.a�impact resis#ant covenng when�sed in YVind Zones 7;2 and 3 as-defir�ed by ASTNI E 1996 and Ssctian 1609.9.2.2 of the_FBC. 3.-tii Wind Zane•4 as deflned by ASTM E 1996;this=product-must be.protectsd with an impact resis#anf covering campSying.wiih Sectian � 1809.1.2�offhe;FBE. 4. Separate product.spprovals foc each gl�zing prode�ct used wiih these multfons_must be$ubm3tted>atong wlih this tnuifion product approvaL The design,pressu�e rafing of�the assem6ly shai(,be ttie lesser af the load capacity af"the mul{ion as specified using this approyai:prthe design.pressu�e rating.of the individual glazing products used. 5, Anchoring,of-each glazing produet to the mulGan shaif.be as shawn in drawing�L-15413.4 or.as shown in each ind'ividuat giazing product approval,whichever is more stringent. 6.,Multion ancl�or embedmsrit to base materiaf shali be beyand•v,rall.dressing or stucco. 7. Any conditions nat cavered in this evaluation ate subject to separate engineering evaluation. 8. For2x stud(raming construction;anchoring oPihese units=shall be the same as that shvwn for'Zx buck masonry constcuction. 9. See drawing F1.-154-13:4.for size and deslgn pressur.e liriiitaUons. Supporting.t?acuinenfs: 1. �lrawinqNo. Preoared bv Signed&Sealed bv t�la.FL-15413,4 RW Buiiding Consu(tants,tnc.(CA#9813� g�p�;�q�tpptlQ� Lyndon F.Schmidt,P,E. 2. Calculafions, Prepar�d bv ���`�"`��,��$I��1jj�e�,A� Siqned&Sealed bY Mu11ioNAncharing RN/Building Consuitants,Inc.(CA#9813} �c� `�;.•ti��N t�;.,�•, `2� Lyndon F.Schmidt,P.E. w`' ' `` � �`'�R S: Qualitv..Assu�'attCe .� �,#�, z��:�U9 Q`> � Cer�ficate oF Participatfon issasd by National Accreditation arnd ��;�� ° "�f � � Management Institute,certifying that NewSou#h 1Nindow Solu#ioas is :'z manufacfursng praducts wjthin a qual'sfy assura�ce.program.fhat complies�,�d . ,�r ° ,� with ISOlIEC 17020 and Guide 53. r� " S��"'��' `"' ��� `'.r'(��n. �: �S•Y:�'w...'`' �' - °'P,`�''z-:.;�.o�:3��.-:�."�,�' �yna���.s�n�,r��,�.�. � ���P a���aas�3n���4��4� FL PE NZ/8/2015 Sheet 1 fff`!