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Home My WebLink About19-20983 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20983 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20983 Address: 37309 FOUNTAIN RD Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 03-26-21-0010-05900-0000 Improv. Cost: 19,880.00 OWNER INFORMATION Date Issued: 3/20/2019 Name: SHARNPRAPAI, ANDREW & PATRICIA Total Fees: 210.00 Address: 37309 FOUNTAIN RD Amount Paid: 210.00 ZEPHYRHILLS, FL 33542-1813 Date Paid: 3/20/2019 Phone: 813-293-2413 Work Desc: REPLACE 20 WINDOW S/S CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 210.00 � nI U " Ins ections Required FOOTER 2ND ROUGH PLUMB M INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONT CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 411 1 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: 3730 rt Permit Type: -2o )0i\nJ00 Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ See This comment sheet shall kept with the permit and/or plans. MAP vin er—Plans Examiner Date //'Con w6t d/or Homeowner C,-(Required when comments are present) INSTR#2019034458 OR BK 9866 PG 584 Page 1 d 1 03/01/2019 12:46 PM Rcpt:2032828 Rec:10.00 DS:0.00 IT:0.00 Paula S. O'NeiC Pff.D., Pasco County Clerk&ComptroCCer Permit No. Parcel ID No 03-28-21-0010-05900-0000 NOTICE OF COMMENCEMENT State of FLORIDA cagy of PASCO THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided in this Notice of Commencement 1. Description of Property: Parcel Iderditic9on No.0&28-21-0010.05900-00W Street Address: 37309 FOUNTAIN ROAD ZEPHYRHILLS,FL 33542 2. General Description of Improvement REMOVE AND REPLACE SIZE FOR SIZE WINDOWS AND/OR DOORS 3. Owner Information ar Lessee information if the Lessee contracted for the Improvement SHARNPRAPAI ANDREW&PATRICIA 37US FOUNTAN RD Nam ZEPHYRHILLS FL Address city State Interest In Property. OWNER Name of Fee Simple Titleholder. Of different from Owner listed above) Add4. ce NewSouth Window CRY State 10741tWOSSROADS COMMERCE BLVD. Tampa FL Address City state Contractors Telephone No.: 813-626-6000 5. Surety: Name Address City State \ Amount of Bond: $ Telephone No.: 8. Lender. Name Address City State Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other docanerds may be served as provided by Section 713.13(1)(a)M.Florida Statutes Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of- to receive a copy of the Lfenors Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner 9. Expiration date of Notice of Commerrcemerd(the exphatlan date may not be before the complefion of construction and final payment to the contractor,but will be one year from the date of recording unless a different data is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1 SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein am true to the hest of my knowledge and belief. STATE OF FLORIDA- - X COUNTY OF PASCO .ffignature'of Owner or lessee,or Owners or Lessae'3 Authorized Officer/Dlrsdor/Parfner/Manager .L� Signatory�s Tdle=ca l The foregoing Instrument was admowledged before me this 0 Tj§3a'rdey of C} 20 by A.bnkry�A um as (type of authority,e.g.,officer,trustee,attorney in fact)for -(nm =cnbe instrument was executed). Personally Known AH Produced Identification❑ Notery Signeeee Type of Identification Produced Name(Print) OAFW.9AA. MY COilI143SI0N I FF 1701 z' EXPM&FBtffuary 8,2019 '.«• BstrdeOT(9aWlayPebOclhrd�n wpdabObcs/nodcecomnmcemenLpo053048 STATE OF FLORIDA, COUNTY OF PASCO tf THIS IS TO CERTIFY THAT THE FOREGOING IS A ��•°4r TRUE AND CORRECT COPY OF THE DOCUMENT ON-FILE,OR:OF�PUBLIC:REC.ORD IN:TH18 OFFICE it tla WITNESS MY HAND SEAL*HIS DAY OF gwigg 1.15 $ P A LA S.4 JL,CLERK&COMPTROLLER BY w,m.,.. ,�--DEPUTY CLERK City of Zephyrhills Permit Application Fa*813460-0121 Building Department Date Received Phone Contact for Pituntillaq Owner's Name HARNPRAPAI ANDREW&PATRICIA p arPhonaNumber 813-293-2413.7 Ownses Address 17309 FOUNTAIN RD,ZEPHYRHIUS FL 33542 j Owner phone Number Fos Simple Titleholder Name Owner Phone Number Fes Simple THIsholderAddre" r 37309 FOUNTAIN RD JOB ADDRESS LOTS SUBDIVISION pARCELWffif 03-26-21-0010-05900-0000 (OBTAINED FROM PROPERTY TAX NOTIM WORK PROPOSED E], NEWCONSTRE] ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR Q d6MM OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME Q STEEL DESCRIPTION OF WORK REM/REP SAME SIZE WINDOWS 20 BUILDING SIZE SO FOOTAGE HEIM . . . . . . . . . . . . . . . .... . . $19,880 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY = W.R.E.C. =PLUMBING i$ -& CA-n =MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO . ... . . ... . . . . . . . . . . . . . . . . . . . . BUILDER COMPANY NEW SOUTH WINDOW SIGNATURE REaI9TEREo Y/N FEE CURRV% I Y/N AdamCROSSROADS COMMERCE BLVD TAMP 33610 License* ELECTRICIAN COMPANY SIGNATURE PEOMYERED I YIN FEE CURRID, Ljj—Nj Address License 0 PLUMBER" COMPANY SIGNATURE REGISTERED I YIN FEE CURPIIA Address Ucense# MECHANICAL COMPANY SIGNATURE REAtSTERED I_Y1 N FEECURM YIN Address Uce.* * OTHER COMPANY F SIGNATURE REGISTERED I Y/P4 FEECURREN N Address License RESIDENTIAL Attach(2)Plot Plans:(2)sets of Building Plans:(1)set of Energy Forms;R-O-W Perrnft for new construction, Minimum ten(10)woddng days Building date. Raqtitrodonsft,Construction Plans,StomrmterPtans cot Sat Ferowinstaged. SeNtary Facilities&I dumpster,Site Work Parmilt for eubdlvlsioesAasge projects COMMERCIAL Attach(2)complete sets of BuIldIng Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction: Minimum ten(10)worling days after submittal date. Required onsite.Construction Plans,Staffnwater Plans vd Silt Pence Installed, Sanitary FadIftles&I dumpster.Site Work Permit for all now projects.Ali commercial requirements must meet compliance SIGN PERMir Attach(2)sets of Engineered Plane, —PROPERTY SURVEY required for all NEW construction. It= Fill out application completely. Omer&C-ontraAar sign beds of application,notinked if over$2600.a Notice of Commencement is niquIred. (AFC upgrades over$78011) Agent(for the contractor)at Pow of Attorney(for the owner)would be someone with notairteed teller from owner authorIzIrT same OVER THE COUNTER PERMITTING (copy.of contract required) Revoofs If shingles Sewers SevAce Upgrades A/C Fences(PlotfSurvey/Footege) Driveways-Not over Counter Nonpublic roadways-needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to'deed'restrictions' which may be more restrictive than County regulations. The underslgr)ed assumes responsibility for compliance with any applicable deed restrictions. ! UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed In accordance with state and local regulations. If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or Intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Ucensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the'contractor Block'of this application for which they will be responsible. If you,as the owner-sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTIUTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting: It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. - CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as wriended): if valuation of work is$2,500.00 or more.I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide'prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOWS/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes, zoning regulations,and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: r Department of Environmental Protection-Cypress Bayheads,Welland Areas and Environmentally Sensitive Lands,WaterANastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways, I I understand that the following restrictions apply to,the use of fill: Use of fill is not allowed in Flood Zone V unless expressly permitted. If the fill material is to be used in Flood Zone "A', it is understood that a drainage plan addressing a "compensating volume"will be subrnilted at time of perfill"which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone A'in connection with a permitted building using stem wall construction,I certify that fill will be used only'to fill the area within the stem wall. if fill material Is to be used In any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools,air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed With the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit Issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.-If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RES_ R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU INTEND BTAIN FINANCING,CONS _l.T WITH.YOUR LENDER ORANA RN Y BEFORE.R C DING Y C F FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subs abed and m to afii d to Subscribed and sworn to(or affirmed)before me this , by 1__L VNro Isfare personairy known to me or has/have produced Who Islam personal tnbwn la I11e or has/have produced PERSONALLY KNOWN aeidBntlflcadorL PIS SONALLYKNOWN esldenNeation. NotaryPUNIC au.. Wary Public Commission No. Correntnion No. Name of Notary typed,printed or stamped' Name of Nj Q YP SUSAN L. PIKER MY COMMISSION#FF950697 '. osv,D EXPIRES January 14.2020 i4071398 0'S3 FlardeNetdlyServicn.corn Q ' • Plan Review Windows & Doors . .1) Need.manufacturing installation specifications. 2) Must meet sections R308 and 11612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district,they will need to be approved by the historical comrriittee. 4.) No other work shall be permitted (framing, plumbing; and mechanical) unless otherwise specified: 5.) This is for replacement (glass for glass) only. If you wish to change from screen or vinyl windows to glass;then additional information is required. 6j All windows.to wall connections shall be left visible for inspection. 7) All labeling-and stickers shall remain on windows until final inspection. 8) No work shall.start without permit first: N�eWQ011th 10741 Crossroads Commerce Blvd•Tampa,FL 33610 ewWINDG f 813-626-6000.813-626-6001 fax www.NewSouthWindow.com Lie#CRC-1330B22 gab i�,RJ�for RMiis Hums �! Date •— -�U' ?i9/�d If e� To�q � dyr�/�lY/GIIf trli14�/�rJ/P -Mal j"/r/ �til/+r�/J��I'I 0 u7: 7J� �DFIA77sY�✓ ��_ _.____Home Phone�'B�3/Z��73 R ��•�^��.�•-2 y'3 City Ztoyyu-1 1/1•jt State `` zip•�3�f—Z. Business(Mr./Mrs) ---._..— Replacement Windows•Entry&Patio Doors-Storm Doors•Impact Resistant Windows&Doors WHOLESALE&RETAIL WINDOW CONTRACT NewSouth Window Solutions agrees to measure.manufacture or furnish and service the following custom rnadewindoa6 forthe amount STIPULATED BELOW: All Newsouth Vantage Series Windows Include Double Pane.Low•E glass with Argon gas,and 12 point fusion welded comers. All Vantage windows are sealed and vacuum tested for superior argon retention. IdMJ)gR.rd Whoit undo. Y tr❑Tan ❑&Dort leattdbr grtiyl Inrertm Cekrt Re❑Tan C.I.n rtuyv W hom wn .Onn+rt LOW-E GLASS: . 366 GLASS ❑340 GLASS UBSCU GLA55 YES G!NO TEMPERED GLASS❑ ES NO ALL SASHES AR LOCATIO ARGON FILLED-WrrHOUT EXTAACHARGE N: LOCATION: Tanta e Cif arit 900 Si a e0n Single Nun O 9 9 j aRta�Ye 90001mpad ❑other: ava"trtr M ISLE HUNG&VANTAGE ❑ .ruvmv PATIO DOORS AM • 5 RFFNS[ANDARDI ua$(nvn a impact cnomunpact 0OpenPraireGrids `— SINU1.1 HUNG ARCH OR ❑ ry4 90MSINGLEHUNGIHALF-SCRIENt iMke�es.re.drewauows(wdircctwn 05/Ox618 0910X6/8 ❑import orycs ,rawtwW&mit"I9 (MU, ❑5/0x810 ❑9/0X8/0 TE SLIDER E-VANTA ❑ 0 6/0 x 6/9 ❑12/0 X 6/B ( SCPJV45TANDAR ❑Fuu5,a :6/0XBID 012/0X8/0 9000 SLIDER O Oiica 0 x0 U 8l0 X618 r1610%6/8 13 8/0%810 ❑16/0 X 9/0 c..' .y In Dhnpxt stpact FF71PICTURE WINDOW VANTAGE (NCI SOIFINI ❑imps e o m F:onxt 3 PANEL PATIO DOORS l o impact Gnon•impar, I 3 UTESLIDER WrTH PICTUP.E WINDOW QSCREENS} o aeo`toolun9ln armasta dmsti.nMdde 4 tmpxt�mir+mpxt I ua...N7..,I/a n+nfiguratbn ' 4PANEL PATIO DOORS I ' i t AWHINCi6HOPPER I ----- Oimpx[Onon•impact t._.—..... CA%MENr(OStlt i IFIT ,I I InEeate sue.duw mrma;In,dL•ettien.I slNe I ,� � it I!..-..._....._.... oouatewtraEnr urnsimermunym q ! Dintpac:Orrnxnpea --- -"•��""., CI HALF EYEB •"'_"![I QUARTER-ROUND �.K t❑TRAP UIHEfl ~i / ROUND C.f% C GRID O STANDAR CONTO O BRASS/GOLD/PENCiI tvuthdh.matwhWWI.'o7w Drat a yes,the urd-9rmda91usto the ter'At and coMiunnc of It* lid I O Prairie i 0 Open Wattle Nr SoAhxtadisrewmi Prarrket Addendum i(ik•rn:nW4PosIIe rmi-miwadddimul S6S per ur.,I wizWadded!.an Lalance — _ _t - NM'h ir9nnure. NUMBER OF W{NDOWS ON THIS ORDER;—_, TOTAL DOORS: "Subject to NewSouth field engineering and approval- ryeMr's*rK it 4er- Aer/f"j C 4.—.ti.►r,.t�. E clIliir.. solw,whiw-Y `r J WA".. 710--r t1'T +,rr dvtc• t pis+ AV__Aft a - �•.d 4t,*— use! iM Lf Customer agrees to allow NewSouth to display ayard sign until 30 days after completion, TWOVEARS rV4,11110OYESEfiY1tF BUYER'S RIGHT TO CANCEL p��rQ BUYER MAY CANCELTH IS CONTRACT BY DELIVERING WRITTEN NOTICE Total price* $ T a l i TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down payment. /104010/17 ' BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.BUYER MAY Delivery/commence $ V ®t4 40 ' USE THIS CONTRACT AS THAT NOTICE BY WRITING"I HEREBY CANCEL" Balance due upon final $ �y AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE window/door installation. NOTICE MUSTBE DELIVEREDTOTHE SELLER ATTHE ADDRESS SHOWN ABOVE. ❑Bank Financingxcash an Completion All material is guaranteed to be as specified.All work{s to be completed in a workmanlike manner according to standards and practices.This contract is valid only with proper signatures,NewSouth shall not be held responsible for time and material delays,strikes,acts of God or any other matters beyond its control. NewSouth is not responsible far any pre-existing structural conditions.No other work to be done,dll other work to be excluded.Owner agrees that the equity in this property is security for this con tt.Since this contract calls for made to order goods,it Is not subject to cancellation except as stated above. Start installation approximate! `a weeks f m above slate Verbal promises can cause misunderstandings, therefore Y i� p 9 this contract constitutes the entire understanding of the parties t r�400WIlat ,verbal or otherwise,shall be binding, unless signed by both parties. NewSouth to remove and haul away all Job related deb les 4fi,counts allotted.All charges included above. Thank you r yourorder. _ ,p x B rs nature South Re es tative r x x N Buyer's Signat NewSouth Manufacturing Authorized Officer Y ' (4..............,e ............... Co blq .......... FM tu` 03 C = t ............................ ... ...,....,........... ..� _ P- SG,A-rN prA-�/a- i �Le f'�c�e✓1 C� ��1 SGU/st/J!✓ ';yd�jyG oUb�!/j/CiAiL A.r f��- Ne�uSouth "S d Back V r3t+17tt+ 5tKC Instaliation Notes: winiDClwSOLUMONS r cAl '%r Fit 7" — y Y, a Window Specification and_Detaii `'2 Sn!!t- Pursuant to Contract with NewSouth Window Solutions J First Floor Customer: A�i,eu✓ ,d A9r"ev �3'�iAyNrQ�A/°.4/ Address: 393a 9 --v4'AI7- I;l /20A City:ik6�irl-- -11 -r `G• Zip: -7-7S.O'2— �i.1' Phone:(H)�'/3-3/2-1117 ( /3-293-Zt�r3 (w) ✓ ��yy,r' "/ 4—C� Front r�/y am rbv Contract Date: AD"7- —6? Factory Rep.: �x"t ` �`� FrarnEb Screens I Insulated Glass Unit Grid 0 bons Customer Approval:;AS,,-- gg`` "4., c class ( 3 C.R s o Color (W x H) ) (W x H) x a = Type i WINJ' Location Style E11 X 171NT Sates Measure Opening Sue Make Size St a m f° ' Additional Information 1 -DAM. W)4-r 36 x ss' `� x �3�% x r ✓ 344 ✓ `4B.S A 110 ? x /B (��3IUrh (p �cj x/bra' G ! ai ✓ 1Ftt •rr�S 'Ltk2 ielc s 36 x �!0 x 1 x ?/g s r/ i ✓ 2 w,H�S �nA...Ccmp�rtn' a x x �/� '°� v: ✓ V ;r X. 6 _ AtRs-01- I �•�r x s� i3 x 3�►/,x �� I N✓ '7 OFFOP- i 3L x SS ?3�%x58a-mlJyx 5yk I IyJ` ✓ //'/ .� ._ _.._.. a �Arh ��• 23 x �g x q ,1 �` x s B 6 x S� '3 3 x� ,, l3'}ya x61 ✓ n, s�t, s cnu ®uY Qdr. �•6l• ,3 10 0"O-e, Dd- 3 32 x Sj 13% x rQj 0 I 0'/f x 73/,/ 11 .v,o I 3Z x ST x 3 D"0 x 57% d ,✓^; ✓,f` ?r+�s�f t� ( �tI 12 AArf•4 U " J7- x 5y x Q'��x �j 7%1 t ✓ y ;✓ 7rl yv'tR 'Ff�'ff� 18 kr-wl I DO 34 x -2 x (h 3� x '/� { ✓ Y ttr�il Be- sa 3# 14 b 441,►9 i�tl 36 POM FP x 70 x 3� x(}'it/ 1/ e/ a/ ei N ,( f,r,,-�� rr 15' fAawflj PM ZLS 7Z x 2 xrj0/� lvgx O ✓ � /� No c,rot 16 i Arr"rl A4%, ZLS 92 x 5*f x x xgr,vs 17 hbuh AM x x 18 #ark At" ZLS1 77i x--57 'f x ,1$��/� f.* x rj �J t, t/� X r�ru y�v�s 19 k11G�EN �f>L x- �_ �ZY0 x'3 j7/a q v x+/'S 5/J V. ✓� ,•v�rf�r 20 $ ' 23 x �� aTVx �3 �! x `Florida Building Code Online Page 1 of 3 BCIS Home i Log In f User Registration Hot Topics Submit Surcharge i Slats&Facts Publications FBC Staff i BCIS tSite Map I Links Search . ' FiC}(i(}<3 %z wrwProduct Approval USER;Public User Product Approval Menu>Product or Anlication Segir�h>Application Ust>Application Detail s - FL1537.8 fi3I�9 Application Type Revision, Code Version 2017 Application Status Approved', Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair bivd tampa,FL 33610 (513)284-012 AL ARK SHALL COMPLY WITH PREVAILING danochstein@n ftA BUILDING CODE, Authorized Signature Vivian Wright AATIONAL-ELECTRIC CODE, rickw@rwbldgcq� ,grpITY OF ZEPHYRHILLS CJ NANCES Technical Representative Address/Phone/Email _p g Quality Assurance Representative o ��=M� Address/Phone/Emailpy t„r '?C1i1 /11�y e'y ��,�p F7 Y WUcense J!!'�$ Category Windows l 1'�1t•;If �� Subcategory 5 9 rY •Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Florida Professional Engineer �4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. 14 Validation Checklist-Hardcopy Received Certificate of Independence FL i,5378 R3_CQi_(�)Cerlifica e of 1n11Pi�endence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA 101/I,S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Sections from the Code littps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1/15/2018 `Florida Building Code Online Page 2 of 3- + • 5 Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15378.1 a.DuraGard Double Hung Window DuraGard New Construction(Nail Fin)"Non-impact"Vinyl Double Hung,Window(X/X-configuration; Max Size 54 x 75) - Limits of Use Installation Instructions Approved for use in HVHZ:No FI.15�78 R3 II Li Inst 15378_i_Qdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15378.1 for Design Pressure Ratings,any FLi537Q R3 AE fa)Eval 1537$.l.pcJf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15378.-2 --- — — —-b-D`ura d Gd ;Double-Hung Window '`DU`r'a'Gar'd`Replacement"Non Imp"Vinyl Double Hurig I ;WihdowL(XJ,•X�-configuration;NJax:5ize 54 x_7.5) °_ Limits of Use Installation Instructions Approved for use in HVHZ:No 171_1537�R3 11 (a)Inst 15378.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15378.2 for Design Pressure Ratings,any FL15378_R3 E a)Eval 15378.2.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15378.3 c.Sashlite Double Hung Window Sashlite New Construction(Nail Fin)"Non-Impact"Vinyl Double Hung Window(X/X-configuration; Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15378 R3 II Ia)Inst 15378.3., cdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15378.3 for Design Pressure Ratings,any LF 153.78 R3 AE (a)Eval 15378.3.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15378.4 d.Sashlite Double Hung Window Sashlite Replacement"Non-Impact"Vinyl Double Hung Window(X/X-configuration;Max Size 54 x 75) Limits of Use Installation Instructions Approved for use in HVHZ:No FLi..7 Q II (a)InsC 15378.4.ps1f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15378.4 for Design Pressure Ratings,any FL15378 R3 AE (a)Eval 15378.4.pdf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15376.5 e.DuraGard Double Hung Window DuraGard New Construction(Nail Fin)"Impact"Vinyl Double Hung Window(X/X-configuration; Max Size 40 x 72) Limits of Use Installation Instructions Approved for,use in HVHZ:No + FL15378 R3 II (a)Inst 15378.S.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See iNST 15378.5 for Design Pressure Ratings,any FL15378_,f23.AE_a)Ev_al-0 78.5pp f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15378.6 f.DuraGard Double Hung Window DuraGard Replacement"Impact"Vinyl Double Hung Window (X/X-configuration; Max Size 40 x 72) Limits of Use Installation Instructions Approved for..use in HVHZ:No FL15378_R3 II (a)Inst 15378.6.acif Approved for use;outside HVHZ:Yes Verified By:,Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Tliird Party:Yes Design Pressure:.N/A Evaluation Reports' Other:See INST 1,5378.6'for Design Pressure Ratings,any https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wl... 1/15/2018 Newsouth `,,```��sssUi�rrrrtr iq��rrf - IJ• 3 T i'�'': h lNI�lQQ1Nso�uTIon�s z0 j; �.�'c....� MAX.OVERALL��.._._.... r+,.��•....... •�•:.';�K_ ' FRAME WIDTHrlljrrlt N 4901 O'al; all Blpa.FL 33610 -� '' ^ Z n 'z M IL DuraGard az Double Hung Window ; X � �z . 'WON-impAcr 2, p i - S GENERAL NOTES q o a� 0 1. This product has been evaluated and is in compliance with the 6th Edition 12017)Florida 1 Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zane' (HVHZ). s � / 2. Product anchors shall be as listed and spaced as shown on details,Anchor embedment to base material shall be beyond wall dressing or stucco. f ^ 3. When used in areas requiring wind bome debris protection this product is required to be R protected with an impact resistant covering that complies with FBC Sections 1609.1.2& I o in R3D1.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the some as that { a, shown for 2x buck masonry construction. lle 5. Site conditions that deviate from the details of this drawing require furfher engineering ' z analysis by a licensed engineer or registered architect. =w 0 4 TABLE OF CONTENTS151 m SHEEN DESCRIPTION l Typical elevations,design pressures&general notes w� 6 7 1 S htAlC:,'2;;;_.::...' MAX..;.:,_:`;....:;.':•`: :-:DMGNFREWRE,..:: 2 Vertical&horizontal cross sections -JRME.:' D tp GTASSE ' n.7:5. ` j 3 Vertical&har¢ontai cross sections pIMENSiDN:.' ;;DJMENSlgIJ'. :TYPE Mr. By, JK ' a 4 Buck&frame anchoring HEO.. ewc.elf.,LFS 5 Components 54.E'X7S.O' 4T.87'X33b7" Gt +35.0 -35.0 naawurc xo< 6 Bill o materials and glaring details FL--,IS 37B.2 � o svccr 1 cr 6 R..\C ienFs\Nm South Windows PERMANENAA-F7orida Product App�ovaIAFL-15378 Doubte Hu091C•Drawi"90"5378{2017}1FL-15378.dwg,2.2 f �A ZW 4 4--o-~ X e FF�� F �^ D ❑ N ww z n � I� m m w N no N N N X' a Onn p a a � N z D4 � oa N � T I-1/4"MIN. � \�•� EMB.(TYP.) �0 1-IjA"MiN. EMB.(TYP.)" ♦♦♦♦��4scf, October 12 2017 1 }c Q PRODUCT: oaum�nt*ProDarod BY i t"lub r Schmidt ��i 69, DOUBLE HUNG WINDOW P.E. No..43404 ��r/�t�fVAI.*'�`♦♦♦ in z 777nnuptt� " PART OR ASSEMBLY. BUILDING CONSULTANTS, INC. N x In 1 9 26 17 UPDATE TO 6TN£D. 2017 f8C JK t/V P.O. Box 230.Yoirlco. FL 33595 iv to VERTICAL &HORIZONTAL NQ DATE BY Phone No.:833.854.4197 REVISIONS DROSS SECTIONS FBPE'C.A. No. 4813 02015 R.W.BUILOW.CONSULTANT.INC, R.\Clieats\New South Windows PERMANENT\A-Florida Praduet Apprmals\FL-15378 Double Hung\C-Drawin0sVI.-15378(2017)\FL-15378dwg,32 - m W �� N Z � N � N N W 3 O A , G ° • a • a• e a a` a W 3 a= W _ 0 A J'� n w m O 0El 0 N ° p r/1 • ° � N 0 •O FA W W N .Ov (m �a n H • rr''--t1 N L70 2 C2 O U ' `{`{pNII Urrrrr4 ' v/ = No.439oe Ociaber 12,2017 - PRODUCT: � LyndonF. I ° DOUBLE HUNG WINDOW P.E. No: 43408 PART-0R ASSEMBLY: BUILDING CONSULTANTS, INC. h ,� CTi x tq '1 9 26 47 UPDATE TO`6TH ED. (2017)F8C' JK K) VERTICAL & HORIZONTAL �UY'P'O.,Box 230,Valrtao, FL 33595 NO'"DATE 6Y CROSS SECTIONS Phone.No.: B13.659.8187 REVISIONS FBPE CA No. 9813 ®2O1$R.W.BUILDIND DDN6ULTANT�INa. ' ``'`,ttttttttitttt tjjr�-- r n Il—�-- ♦ ,1 1 4.r)OS �)TTP.) P1 —�P)rttrttt..ttt`111``. zm o r � C �10X ' I di as. \\ cz &=a 9 m.0 W V a maa� D TYP. -u 4 Z . nP. Z.� M ttP. :o A.J a�w 2X SUB IX SUB 2X SUB BUCK BUCK BUCK z �`a FRAME FRAME7 q z B� MASONRY_ MASONRY --- MASONRY x cxi OPENINGW. OPENING I OPENING F it �. 2X BUCK ANCHORING FRAME ANCHORING FRAME ANCHORINGCn a 2X BUCK IX BUCK d o W 0 W a OO CONCREMANCHOR NOTES: 1.Concrete anchor locaBans at the comers maybe adjusted to maintain the min. 4 edge distance to mort6rjoinfs. a z a 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the rrJn.edge distance to mortarjoints additional concrete anchors z S may be required to ensure the MAX.ON CENTER'dimenslon ore riot exceeded. o d z 3.Concrete anchor table: a `MIN:CLEARANCE- MIN,CLEARANCE 'ANCHOR-'ANCHOR MIN: w ..: TYPE- - TO MASONRY ;.i.OAD]ACENT', "2 SIZE '' EMBEAMENE, a 0 ��EDGE� �'-,.ANCHOR��.,�' avTe:'6f17/!5� z . 1TSY 114' 1.114" EL CON T - „ JK m CO e 1/4� 1.114" T' 4" cm.e.. LFS 3 ULTRACON ¢ WOOD SCREW INSTALLATION NOTES: cwsvnNc rra.: 1.Maintain a'minimum 5/6'edge distance,?"end distance,&f"o.c.spacing of FL—!537&.2 a wood screws to prevent the spOfffng of wood, „sH-EEr 4 or 6 N O i R1Ulents\New South Windows PERMANENAA-Florida Product Appimis\FL-15378 Double Hung\C-Drawings\FL-15378(2017)\FL-15378.dwg•5.2 2,42" h S a m m O • � O P 0.94" — O � P °o O —0.07" d 1.625' r { ' a 0 H i 0 3 H ,o jp 0.55' 0 a � aC= o � 1.63" 2.04"— —^� 3.83' 1.51" Qw T;15 JU 0.o6z' / *• No.434N October 12,2017 = — P PRODUCT: - oxum.�e.Prepand en 4yrsdon F.'Schmidt •� Iu,; cn o DOUBLE HUNG WINDOW' ?-E 'Ne: a3aos ��,i�j?NAl ti;```�, Z --- — //1111111 ' - : •v, r ;q - PART OR ASSEMBLY: GDp��BUILDING CONSULTANTS, INC. h .N z fA 1 9 26 17 UPDATE 70 6TH ED. 2077)'FdC JK 1/I7:P.O. Box 230, Vclrico, FL 33595 NO DATE BY VD Phon—No.: 513.659.9197 REVISIONS COMPONENTS FBPE C.A. No, b813 ®.?C 1'.�i'R.W.9UILCINn CCNSULTANTU INC. I fit BILL OF MATERIALS e, n REM 0 anclurnoN MATERIAL .1 A I I X BUCK JSG �4 WOOD 6 0 A B I 2X BUCK(S5 42) WOOD is JU :Z— C 114'MAX.SHIM SPACE STEEL D -- 1/4'X2-3/4PFHELCOORITW CONCRETESCREW STEEL E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACII CONCRETE 4c oz 301 OR HOLLOW BLOCK CONFORMING TO ASTM,C90 It on z F #10X Z'PFH WS(]-I/Z'MIN.EMBEDMENT) STEEL za M 1/4X 2-3/4'HH ELCO,OR 9W CONCRETE SCREW STEEL N F E m z 0. 1 1 HEAD-441 P PVC Ell 5.,d,.0. 2 1 SILL-442F PVC 3 JAMB- F* PVC 4 TOP RAIL-475B' PVC jz�)pui 5 BOTTOM RAIL-485B* PVC 6 [*LOCK RAIL-494B' PVC 7 KEEPER RAIL-493B* PVC 8 STILE L 420B* PVC 9 GLAZING BEAD-4468* PVC 1/2'GLASS BffE 10 GLAZING TAPE-DOUBLE SIDE ADHESIVE 12 REINFORCEMEW-480 ALUM. 21 KEEPER-TRUTH#C41275 7/9'0.A.GLASS THK. 22 LOCK ASSEMBLY-TRUTH#A30700401 - 10 I/8ANNEALED GLASS 30 CENTER FIN PILE-.187 X.190 - 31 s CENTER FIN PILE-.270 X.220 - 32 FOAM SEAL-BOTTOM RAIL-AMESBURY#32663 - AIR SPACE 33 FOAM SEAL-TOP RAIL-AMESBURY#32012 •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS!. I/8'ANNEALED GLASS SUPER SPACER(FOAM) z 0 in ' G1 GLAZING DETAIL d :E ^zu WF�,6/17/15 z DWG. JK m CHK.ft LF5 DRAWING NO.-. FL.—153M.2 R W R W Building Consultants, Inc. B Consulting and Engineering Services,for the Building Industry C P.O.Box 230 Valrica,FL 33595 Phone 8 t 3.659.9197 Flonda Board of Professional Engineers Certificate of Authorization No.9813 / / 2017 Product Category Sub Category Manufacturer Product Name NewSouth Window Solutions DtiraGard Windows Double Hung 4901 Oak Fair Blvd Double Hung Window Tampa,FL 33610 (813)626=6000 "Non-Impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for. NewSouth.Window Solutions,based on Rule Chapter No.61 G20-3,Method I of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants;and Lyndon F.Schmidt, P.E.do not have nor will acquire.financial interest in the company manufacturing or distributing,the.product or in any other entity involved.in the approval process of the product named herein. Limitations: 1. ThiS,product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding.the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed'and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When usedln areas requiring wind borne.debris protection;this product is required to.be protected with an impact resistant covering that complies with FBC Sections,1609.1.2&R301.2.1.2. 4. .Site conditions that deviate from the details of.drawing FL-15378.2 require further engineering analysis by a licensed engineer or registered architect. 5. For 2x stud framing construction,anchoring of these units shall.be the same as that shown for 2x buck masonry construction. 6: See drawing FL-15378.2 for size and.design pressure limitations. Supporting Documents: 1.-Test Report No. Test Standard Testing Laboratory Siqned by ATI A5889.03-501-44 AAMAMVDMA/CSA 101/l.S.2/A440-08 Architectural Testing, Inc. Lynn George 2.:Drawing No. Prepared by Signed&Sealed by No.FL-15318.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3, Calculations Prepared by o gtjt111102!1 zltgr�g Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9893) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and 4 No 43409 U Management Institute,certifying that NewSouth Window Solutions is manufacturing products within a quality assurance,program that complies ='D with ISO/IEC 17020 and Guide 53. 13:° STATE OF w a' r0. AN•° Sti,° Lyndon F.Schmidt,P.E. ®aroE©f�f FL PE-No.43409 40 10/12/2017 Sheet 1 of 1 Florida Building Code Online Page 1 of 5 Professional Regulation r ,ram SCIS Home Log in i User Registration i Hot Topics Submlt Surcharge I Stats&Fads Publications i FBC Staff BCIS Site Map 1 Links i Search i 'da Product Approval r is USER:Public User Y::atJiyyh: Product Approval Menu>Produtt or Aoolicabon Search>Application List>Appllcatlon Detoll I FL# FL15054-R3 +� Application Type Revision— Code Version 17 "� Application Status Approves Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 (513)284-0129 danochstein@newsouthwindoW.com Authorized Signature Vivian Wright ricicw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows—1 Subcategory lied Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1.King,P.E. Cal Validation Checklist-Hardcopy Received Certificate of Independence FL15054 R5 COI (b)Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WD MA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440- 2005 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2008 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15054 R5 Eaniv (a)Eauivalencv of Standar s odf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPl... 1/23/2018 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/25/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products Go to Page 0 Page 1/2 0 FL O Model,Number or Name Description 15054.1 a.DuraGard Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window utilizing a Nail Fin Installation(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No EL15054 R5 II (a)inst 15054 i Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.1 for Design Pressure Ratings,any FL15054 R5 AE (a)Eval 15054.1.0f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15054.2_ __, b.,DuraGard,Fixed Window--- r-- ExtrudednVinyl-Direct-Glazed_"Non-ImPact"Fixed Window(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS054 R5 11 (a)Inst 15054,2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.2 for Design Pressure Ratings,any FL15054 R5 AE (a)Eva[ 15054,2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15054.3 c.TrustSeries Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window utilizing a Nail Fin Installation(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R5 11 a Inst 15054.3pi f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.3 for Design Pressure Ratings,any FL15054 RS AE (a)Eva[15054.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15054.4 d.TrustSeries Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window(0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15054 R5 II (a)Inst 15054 4 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15054.4 for Design Pressure Ratings,any FLIS054 R5 AE (a)Eval 15054.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15054.5 e,Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed"Non-Impact"Fixed Window utilizing a Nail Fin Installation(O configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS054 S054 R5 1101 Inst 15054 S Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:See INST 15054.5 for Design Pressure Ratings,any FLIS054 R5 AE (a)Eval 15054.5,Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15054.6 f.Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed"Non-Impact"Fixed Window(O configuration) https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPl... 1/23/2018 NewSouth �.: p Wl NDOW SOWTIONs > ....... ; o On _ 4901 Oa tr vd.,Tampa,FL 33610 °" e ■zi ------- - 84'1,M OVERALL FRAME WIDTH \/l + p>L o a aum. DuraGard - - -- --_ ---=_==- 9= Fixed Window ! a UO "NON-IMPACT' 1 25 m �a GENERAL NOTES 1. This product has been evaluated and is in compliance with the 61h Edition(2017) Florida Building Code(FBC)structural requirements excluding the'Ngh Velocity _ 3 Hurricane Zone'(HVHZ). 2. Product anchors shad be as fisted and spaced as shown on details.Anchor I84.C'X 48.0"FRAME SHOWN embedment to base material shall be beyond wall dressing or stucco. - -- 00 3. When used in oreas requiring wind borne debris protection this product IS required to N be protected with an impact resistant coverlrg that complies with FBC Sections w W o 1609.1.2&R301.2.1.2. NOTE:HORIZONTAL ORIEWATION SHOWN(VEKfICAL ORIENTATION ALSO APPROVED) a 4. For 2x stud framing construction.anchoring of these units shall be the same as that 1?c shown for 2x buck masonry construction. OVERALL OVERALL DESIGN PRESSURE $ FRAME DAY LIGHT ry ASS (n� 0.Q. z 5. Site conditions that deviate from the details of this drawing require further DIMERSION DIAUMONPE a a engineering analysis by a licensed engineer or registered architect. �� Uff x U.Ir 76.9r x 4193" G2 +65.0 -65.0 TABLE OF COMM6or x 60.0• 59.M x 59. . .93• G2 +500 -500 1 N Z � o a SNEFfLF DESCRIPMN —_ T Typical elevations,design pressures L,general notes 56 p^X S6.P 55 9J'x 55 9r Gt +50,0 •50.0 [Am- t 2 22/1 r z 2 Vertical&horizontal doss sections N.T.S. g Buck&frame anchoring 7145•x 7516' 69.ta•x 70.10• G3 +55.0 -55 0 !cv m q Bill of materials,glaring details and components ftlC°Y` �s d DRkWM NO.: 0: 3 FL-15354.2 a s 1 or 4 a NOSE:Sheet Metal Screws n M ��`�,``` p ! K penetrate o min.of 3 threads `• •� r through2simtsof meld. r m Z A T n 2 2 a 9 Ew �¢Tgj O gm Zd 4p ai O C B M 4 HORIZONTAL CROSS SECTION 2 ST+axn xf Steel Stud Framing option 1-IMMIN. EMB.OYN' EXTERIOR INTERIOR e T • V G 2 L GI G2 G3 In R " INTERIOR 2 n N cn ' W Z 41 S • 'n ° a F C m F N N~ J W EXTER I n D GI G2 G3 t_1/a•1 uN Q H— a E F C EMB.PP.) • . ,• nae:12 zz t 1 sou[: N.T.S. 0 v E oxc er: KY m fi c •• ° R 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEMON `"K' !FS ; 2 2X Buck Mosonry Construction 2 Shown w/IX sub—buck p 3 VERMAL CROSS SECTION DRAW `'NG.; (Direct to maannry st+nilcr) 2 2x Buck Masonry Construction FL-15054.2 0 sw 2 of 4 10 p I. • R..10'ents%Ne.South Wmdcr sPERMANENT}A-Florida Product ApprovaIAFL-15654 FisedtC-OtawingslFt-15054(2OOWL-15054144T9,3.2 0 0$ m. a • a 0 z yy�a{{rr.. $ •�n 0 Q QSq o C � y 0 14.5 MAX O.C.� "N 0 co �c 7 rn 7- 0 1r MAX O.C. RIF-! x it- LLLLLLt 111�11L1y1 I f�r�r"/////�i Ocftor 12 2017 >? PRODUCT: a•uunwMs w•po..e e/+ r'J 1 NewSduth Lynd r6'i••�~••ROId''•�j•�� _ tm F. Sahmfdt I A i P-9.mm 43409 sr u 2 N //rrslllll\1% o N 2 9 2 t UPDATE TO 6111 ED. 2D17 FEC A, PART OR ASSEMBLY: BUILDING OONSULTAlVT3.INC. 0' N in N Y 6 25 t5 RW UPDATE tO 5TN ED. ?Ot4 f8C LF5 P.O. Sm 230•Vatdoo.FL 33395 a N = N TE By BUCK It IRA!/E ANCHORING Phone Nm: 613.659,9197 SIONS FB'PE 0-l1.No.9513 70r 1 p.W.pY1�pINp aaN•YGTANT•tNl:. armDBCRI►TIL'!N AlU Of MATEVALS ��.,�,,•,•.....•.. ,�� MATMAt 0A6' a A I BUCK SG>=0.42 =_v WOOD 8 2X BUCK SG>=0.42 WOOD W 7 C 1/4 MAX.SHIM SPACE �v+"•. o n CONCRETE SCREW 1''•.. D MASONRY-3.000 PSI MIN.C NCRETE CONFORMING TO ACI E STEEL ,�4,'/,/ *• ',,,`�.�`�;.' n o CONCRETE301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 O Qd F #10 X 2.3/4 PPH SMS(I-1/4"M1N.EMBEDMER STEEL 0.67" d 4 J STEEL STUD Min.Thk.DU' (ASTM A653 GRADE 33 Fy-33 W Wm.,fuu45 W min.) STEEL • ' K #10 PPH SELF-DRILLING SMS STEEL L IXX3.31rPFHI1W CONCRETE SCREW STEEL md�IA 1 EXTRUDED VINYL FRAME' RIGID PVC o z 2 EXTRUDED VINYL GLAZING BEAD RIGID PVC o w 3 GLASS SETTING BLOCK _ 5 1 GLAZING SEALANT I SILICONE z 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY z EXTRUDERS LICENSEES 1N"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS", z z osa R14W GLAZING BEAD 4ALUM-,5.PA, 411Z 799 _7/8 O.A.GLASSTHK. mCER 3FOAM SPACER7/Li'OA.GLASS THK.1/8'ANNEALED GLASS WANNEALED AIR SPACE G�AIR SPACE2!/8 ANNEALED GLASS W3 7/r OA.GLASS THK. GLASSNFALEDGLAS0E T 3/16'ANNEAIfDGL/SS 0� Z AIR SPACE GLASS BITE m GT CaiAZIHGDETAtt i —, < � GLAZfNG DETAIL m m� z 3/16'ANNEALEDGLASS ^z u wre:12 22111 Z S s owc.m: III/ m 0$ cim or. LPS 3 GLASS BITE c FOAM SPACER(W X 48'FRAME SIZE) mAwm go, G2 WZWG DETAIL SIM SPACER(6U'X 60'FRAME SIZE) FL-15054.2 0 sew 4 or 4 p R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrieo.FL 3359S Phone S 13.659.9197 Florida Board of Professional Engineers Certificate or Authorization No.9813 i Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions DuraGard Windows Fixed 4901 Oak Fair Blvd Fixed Window Tampa,FL 33610 (513)284.0129 "Non-impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)For NewSouth Window Solutions,based on Rule Chapter No.61G20-3,Method I of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval,process of the product named herein. Limdatiorts: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection,this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15054.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15054.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No., Test Standard Testing Laboratory Signed by AT[A6965.03-501-44 AAMANVDMA/CSA101/I.S.2/A440-08 Architectural Testing,Inc. Lynn George AT[82800.03-501-44 AAMA/WD1VA/CSA101/I.S.2/A440-05 Architectural Testing,Inc. Lynn George 2. Drawing No. Prepared by Signed&Sealed by No.FL-15054.2 RW Building Consultants,Inc.(CA#9813) Lyndon-F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4, guallty Assurance ��1E11tU11�� Certificate of Participation tt National Accreditation +��+ �Management ntitue,aertifying that NewSouth Window Solutions is manufacturing products within a'qualiity assurance program that complies +++ ; ��G ENSF•.•• with ISO/IEC 17020 and Guide 53. ? No 43409 STATE OF 0 '��i�F•�.�p t O P'��+++ Lyndon F.Schmidt,P.E. S�I � �, FL PE 10o 43409 Sheet t of 1 ��rto ` Florida Building Code Online Page 1 of 3 i rm SCIS}come Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publications F13C Staff SM Site Map ' Links Search . Product Approval USER:Public User Product Aooroval an >Product or ApDikatiOn Search>Application List>Application Detail ,sue FL# F 1541 5 Application Type Revision, Code Version 2017 Application Status 1-4 pro4d Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Small 4901 oak fair Blvd tamps,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@+rwbidgconsultants.cwm Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email .I Category Windows Subcategory �Mullior35 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence EL1-a!L3 R� COl_ dj Certificaap of)31gey e.udf Referenced Standard and Year(of Standard) ,Standard year TAS 201,202,203 1994 Equivalence of Product Standards Certified By, Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVR... 1/24/2018 Florida Building Code Online Page 2 of 3 Date Submitted 10112/2017 Date Validated 10/1212017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15413.1 a.DuraGard,Sashlite Clipped Extruded Aluminum Vertical Clipped Structural mullion for 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 EL15413 RS It (b)rnst 15413.1-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 15413.1 for Design Pressure Ratings, FLIS413 R5 AE (b)Eval 15413.1.pdf specific use limitations,installation instructions and product Created by Independent Third Party;Yes particulars, 15413.2 b.DuraGard,Sashlite Clipped Extruded Aluminum Vertical and Horizontal Clipped Mullion Structural Mullion for use with Impact and non-impact I window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ;No FL15413 RS 11 (bI Inst 15413.2.od Approved for use outside HVHZ:Yes Verified By, Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressuret N/A Evaluation Reports Other.,See INST 15413.2 for Design Pressure Ratings, FLIS413 RS AE (b)Eval 15413.2-od specific use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15413.3 c.DuraGard,Sashlite Clipped Extruded Aluminum Horizontal Clipped Structural Mullion for 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 FL15413 R5 11 (blInst 15413.3.nd 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 15413.3 for Design Pressure Ratings, FL15413 R5 AE W)Eva[ 15413.3.p f specific use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15413.4 d.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical Clipped 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 HVHZ:No 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 15413.4 for Design Pressure Ratings, W3113 -p-d-f specific use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15413.5 e.4100 Series Clipped Mullion 4100/4150/4160 14175 Extruded Aluminum Vertical and Horizontal Clipped 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 HVHZ:No FL15413 RS 11 (W Inqt 15413.5.odf - Approved for use outsldle'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 15413.5.for Design Pressure Ratings, FLI5413 R5 AE (b)Eval 15413.5.odf specific use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15413.6 f,4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Horizontal Clipped 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 HVHZ:No ELL54,QJR5_111bLIn5t L5413.6._pcL( 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 15413.6 for Design Pressure Ratings, https://www.floridabuilding.ora/t)r/pr appjtl.aspx?param=wGEVXQwtDqtep%2 bDhVR... 1/24/2018 ' Florida Building Code Online Page .3 of 3 1 specific use limitations,installation instructions and product FLI 5-11 _95- AE t1L F11154 1 .—3(I-P-Iff_lj- particulars. Created by Independent Third Party: Yes 15413.7 g.4175,Serjes pped"Mullion— 4175.Extruded-Aluminum-Vertical-C-lipp6d�StTu-cttrra7rI Mullion ON`I for use With impkt'96. IN I VA, asonryP6'rTOV��d-OpeAMQS Limits of Use Installation Instructions Approved for use in HVHZ-.Yes F 1 4 13 51 _15 bj]Rst.j�� _1.7.pff 5— - IL_L _ 4� -_ Lf 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 - v._ Other;See INST 15413.7 for Design Pressure Ratings, Fi-in;-113 R5 AE_tL)L[ .1 1_15413.711kof specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, 15413.8 It.4175 Series Clipped Mullion 4171 Extruded Aluminum Vertical and Horizontal Clipped 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 HVHZ:Yes FL1541_3_.P.5 HI b Ifist _54'.Q-.6,11-(4f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes I Created by Independent Third Party: Yes Design Pressure:N/A f Evaluation Reports Other:See INST 15413.8 for Design Pressure Ratings, I EL,5413 RS_AE b specific use limitations,installation instructions and product Created by Independent.Third Party:Yes particulars. 15413.9 i.4175 Series Clipped Mullion 4175 Extruded Aluminum Horizontal Clipped 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 HVHZ:Yes LL15413 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 15413.9 for Design Pressure Ratings, E[1l5-113 R5 specific use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. pack Next Contact 2601 Blair Stone R2aQ,Tallahassee FL 32399 aqqngL.L50-_4_87-j_QZ4 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Sjjtgmjnt::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional Mail.If YOU have any questions,please contact 950.487.1395.*Pursuant to Section 455.275(l),Florida statutes,effective October.4,2012,licensees licensed tinder Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts. E�M Credit Card Safe littps://www.floridabLiilding.org/pr/pr_app_dti.aspx?par.am=wGEVXQwtDqtep�/�2bDhVR... 1/24/2018 NR] ewSouth 5. WINDOW SOWTIONs 4901 bo �tvd. pa,FL 33610 CM 14 , O= 4175 4175 Mu1Gon 3i g Extruded Aluminum Vertical Clipped Structural Mullion �N 6 d {. 109.375'MAX.OVERALL FRAME WIDTH �{ � GENERALNOTES 54•MAX.SINGIE UNIT WIDTH x 1. This product has been evaluated and is In compliance with the 6th Edition(2017)Ronda a{ ° al Building Code(FBC)structural requirements,including the'Hgh Velocity Hurricane Zone'. 2. When used in the°HVHP,this product('If mulled together with'Ti mr impact rated windows), complies with Section 1626 of the FBC and does not require on impact resistant covering. 3. Wood bucks by others,must be anchored property to transfer loads to the structure and be reviewed by the Building Official. u' N 4. Separate product approvals for each glaring product used with these mullions must be o, E submitted along with this mullion product approval.The design pressure rating of the assembly ; o shall be the lesser of the load capacity of the mullion as specified using this approval or the $ 2 v, design pressure rating of the individual g(aang products used. Z a _ CS 5. Anchoring of each glaring product to the mullion shall be as shown in this drawing or as shown In each Individual glazing product approval,whichever is more stringent. a' 6. Muilon anchor embedment to base material shall be beyond wall dressing or stucco. 0 3` 7. For 2X stud framing construction,anchoring of these units shall be the some as that shown for 8 2x buck masonry construction. i 8. Any conditions not covered in.this evaluation are subject to separate engineering evaluation. !— 9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. 1 2 3 �� S 6 =W 1.37Y MUwoN WIDTH 6 6 N TARFE OF CONTENTSim a ' SNEbT• OESCRRRtON Z U 1 Typkar elevations L gener arc. rzal notes ' 2 coo tdehausaaysssections MULLED WINDOW UNITS N.T.S.. t 0 3 Design pressure tables(concrete muf bon) (Twin unif shown,muNpfes afro allowed) Ely: K m 4 Design pressue tables(concrete IrKtOlauon) S pesign pressue tags(wood instalhtion) nxc er: LfS 3 6 Design pressue obles Iwood irrstalation Shesh 3.4,5 L 6 For Dedprr insure 1faBngs ORMWc rc.: c m 7 AndubrockeldDich FL-t54t3.7 a F 8 Buck anchonng SHMT t or 8 a Y O d shown with NewSouth Soft 4000 single hung frame underseparate approval. #8XI'PfiSelt-Dn1trtgS g notes OtherNewStwthapprovedfranesmoy Use the frame anchor as Shown crs be used. the individual window product approval(The T min.required screw spacing d:3'tom each ++i,� •- �� 'a c end and 24"max o c.ihrougout). m a Val z 0 O ` po0. m a a @a$s � �3 N LLL��"'"' Snap-on vinyl mug cover z VIM 1 NORlZ0 AL CROSS SECTION w Z 4175 Muirion to Windows otonn o � o� 0.8T' CS G' u m m p.125' a CD0 CD w a ty a l , 1875' I.875' CD O � MULLION 417 0;5W bifd3dbALUM s z —2 a � am:: 12�N,T. 15 i Notes' f 1. Rater to Individual window product approval for fabrication <.875' i• 3875 � . a and installation requi�enents,incAlding glazing o'etalb, � e+': K m frame reinforcement and anchoring specifications. aac sr: LFS 3 2. sheet metal screw,(seif-dilmg(sholhoveaminanum.13 MUUJONt!r"1UACK1T(3i11 nMUWOfVANCrf0110CKF1'/J111I CWL In o, threads protrude cornplefely through the muWan tam. 5 6a6}T6AtUM 60d.'iTb/LLUM FL-15473.7 g Mdntdnomn.1/7 edge distance. racl 2 or i3 n R\cqua\New South Windows PERMANFNI\A•Florida Pro ducLAPptovals\FL 15413 MuaiOnAC•Ora,++lgs\FL 1541311017)\FL-15417.7-9dwg 3.4 I Z m� a CD m m MAX.MULUONSk � a n z or V owl z ffi P . i4 � 1-4 b No.43409 00tober12,2017 CC 4q XI�'+ PRODUCT: Dommmu Propene ayr�� • `� .ti R 3 i Lyndon F. Sehmldt '�ja �• 0 `�� y h CUPPED MULLION P.£ No. IS46Y I N !!!1l11111\\ ID Ln l.I PART OR ASSEMBLY, /r BUILDfNO CONSULTANTS. INC. - I� x jy I 17 UPDATE TO 6TN ED. 2017)FBC �,ffo E ✓v�P.O. Box 230. Valrloo, FL 33696 cn DESIGN PRESSURE TABLES Phone No.: 613.659.9197 NO OAT (CONCRETE)NSTALLATiON) -REVISION FBPE CA No. 9613 V)2015 R.W.BUILDIHD CDneULT O INa- FL\C9enukNm South Willows PERMANENT\A-Florida Product ApprwagAR 15413 Mu9brls\C-Dtewings\F115413 f2011f\FL-1W?3-•9.dwg•44 Cx y m - BC V FQ$y Nu N 'MAX: MYON SPAN mr . ac c N N O .0 () SSA -allof44t ;k at t O S C1 t .No Yi V • Q' S � •Po �o � � �' � � iG.' 5. • s %01 111Fl F1, 1� No.43409 q October T2.2017 9 4 PFtODUCt: Dea 111V FN WN d Bi'r i •••.• Lyn CUPPED MULLION P-C. No.P 4s409F� '/��iii��OJY�, I9 N' Lq m IJJf 11ll{1\�\ 8 4i r ;'1 (w PART OR ASSEMBLY: /� BULLDRJC CDFfSULT um INC. UPDATE TO IFTH ED. 2017 F8C JK d 1. I v y v NO DATE BY DESIGN PRESSURE TABLES P. a.. 230.VoIrtoo, FL 33393 (CONCRETE INSTALLATION) Phone No- 813.389.9197 REVISIONS F13PE CA No. 9813 (:71313 R.W.19—O.Ho C...u--G I.Q. ` MOtents\New South Windows PERMANENT%A•FlOrida Product Appr0vafAFL 15A13 MOhom%C-DmMnpVL 15413 0037AFL-15417.7•.9dwq,54 a 3� m� N �o p I�i l l �� av , Z MAX:lNUlVON SPAN � sssgssssa � � ` g IL IL Q ss � � � s � � � : fi ch Y p� ew {ry p S y� N 8� O. ``tt1µLLHNFFF�i �sj ND.43409 Q q 0dcbw 12,2017 tt PRODUCT: Doom Rxpaerd M+�ii ••••,.;RgIp1` �� Lyndon d No F.SOhymidt / �i�.� g N CUPPED MULLION � •�7ALtt . '• z wI PART OR ASS£NBLY: r� BUILDINO CONSULTANTS, INC. lu x !1 -. 1 9 26 T7 UPDATE TO BTH ED. 2017 FSC JK DE$tGN PRESSURE TABLES YY P•O. Box 230.ValAeo, FL 33595 0D v 1^ NO DATE BY (WOOD INSTALLATION) Phone No: 813.559.9197 REVISIO S FBPE C.A. No. OB13 O 9os a a.w.eui�ou.o'coraeu�r•Hra Iwe. ' RNClients\New South Windows PFRMANENAA-Flaida Product Approvals\FL 15413 MuniollAC-DrA iV\FL 15413(2D17)\FL-15417.7.9.dwg 6.4 1p -c o cr u cr A ° MAX:MUWON SPAN Oq= N GO X G 0 � $ $ $ $ $ $ ow G �o �n R QD pf P q :m '?. • � v.•No�4�910D•.r •''' October 12,2017 ¢(I q PRODUM, oaounwtm Pr4pawl or'i ••. `� R Lyndon F. Sellmldt �i �•�' '' ION P.E. No. 43409 CLIPPED MULLION �7Ff11111111t A'" y W PART OR ASSMLY: BUILDING CONSULTANTS. INC. - u in 1 9 2B f 7 UPDATE TO M E0. (20 t 7 FBC JK DESIGN PRESSURE 7A8 E$ J 1i YY P.O. Bo:230.YoMao. FL 33595 �oo ND DAT BY SIGN PRESSURE T AB Phone No.: 813.859.9197 REVISIONS to CA No. 9E13 0 2015 R.W. CO.--lnO. �\ III ion Note: 1 Window unit not i��'•. .� .\\ S�'"' shown for cic* 1) II. •'••.. (TYP')' Z ° Q pnp S Rigs o E W 1XBUCK a z ° ° JTd n � 3/16"011W FH canasta screws 42 {See Concete Anchor Notes,Sheet 8) t! 1"MIN.EDGE r21 CONCRETE ANCHOR BRACKET DEfAm a suck DtSFM10E 7�—Anchor to Masonry thnr 1 x suck z o q 7ilOx 1-1/7 FH (G>-0.42) Wood Screws 3/16'0IIW FH concrete screws x /� (See Concrete Anchor Notes,Street 8) R f 1 �WOODANCHOR BRACKET DETAIL o S m 7 Anchor to2xBuck �31CONCRETE ANCHOR BRACKETDEUR 4 7 Anchor Direct to Mosorq i V �m Ln 2X Buck 1'MIN.EDGE d Z (G> 0.42) DISTANCE b 1 6 a 6 6 N10x1-1/2"FH L Q a Wood Screws 3 , ° 5 WOOD ANCHOR BRACKET DETAIL a 4o p< •°a : a•°:' ° ° ® - IXBUCK 7 Anchor to 2x Buck .e° '°° °• i. ° ' u9 n h (G>=0.42) o a .A i �� 2 u° cos:• 1213175 i 3/16"0 fiY4 FH concrete scram 3/1e 0 8W FH concrete screws N.T.S. (See Concrete Anchor Notes,Sheet 8) (See Concrete Anchor Notes,Sheet 8) °k0 er X mm �41Cm sr: LFS 3 . CONCRETE ANCHOR BRACKET DETAIL 6 CONCRETE ANCHOR BRACKET DETAIL MOM w-: 7 Anchor Direct to M my 7 Anchor to Masonry8t<v Ix Buck N FL-15473.7 0 SHUT 7 OF 8 a G p * �n WINDOW .zz MULUON — _ '; l3p� o O? z m z° 8n•• f\ f Z oZV 9 CW Al ! mda V S c� to J MASONRY Ile X 2-3/4'11W FH MULLION SHOWN FOR 1a OPENING" CONCRETE SCREWS(TYP.) REFERENCEONLY SEE DESIGN PRESSURE TABLES(SHEETS 3,4,5&6) FOR QUANTITY OF CONCRETE OR WOOD z z 2X BUCK ANCHORS REQUIRED PER EACH CUP 3 0 � m a � � O a i5 •' � �m MU1110N ANCHORING V 2Xl0_CIANC1102ING r` x N to 5 Y D Q F � CONCRETEANCHOR NOTES:• 1.Substitution of equal concrete anchors from a different suppilermay have different edge distance and center distance requlrements. ; a 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge : LL distance to mortar joints.!f concrete anchor locations noted as MAX.ON CENWR'must be ° adjusted to mahttaln the min.edge distance to mortar)oints,additional concrete anchors a k' z W may be required to ensure the MAX_ON CENTER"dimensions are not exceeded. N 3.Concrete anchor table: W o n ANCHOR ANCHOR MUV. MIN.'CLEARANCETO MIN.CIEARANCETO Z " i TYPE ' • SRE: : F NT MBFDM� :MASONRY EAGE ADJACENT ANC We 1213115 sr•,.. N.T.S.ITW ° T CON® 3/16' 1•i/4 1-1/6' 1-7lS sea. BY..BY.. JK m 5 ea.err: IFS 3 R ITVV /4 T-1/4' -1/2 Y — °R""C"°•: TAPCON 1 2 FL-154i3.7 4.Concrete shal be 3,000 PSI conforming to ACI 301 or hollow black conforming to ASTM C90. seE[r d 8 v d R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry Y.V.ou% vaimm,m77JYJ ritumbi..mjw.YIY/C Florida Board of Professional Engineers Certificate orAuthorization No.9813 4 Product Category Sub Category Manufacturer Product Name NewSouth Window Solutions 4176 Windows Mullion 4901 Oak Fair Blvd Extruded Aluminum Tampa,FL 33610 Vertical Clipped Structural Mullion 813 626-6000 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for NewSouth Window Solutions based on Rule Chapter No.61G20-3,Method 2B of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements, including the"High Velocity Hurricane Zone". 2. When used in the"HVHZ',this product(if mulled together with"HVHZ"impact rated windows),complies with Section 1628 of the FBC and does not require an impact resistant covering. 3. Wood bucks by others,must be anchored properly to transfer,loads to the structure and be reviewed by the Building Official. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this approval or the design pressure rating of the individual glazing products used. 5. Anchoring of each glazing product to the mullion shall be as shown in drawing FL-15413.7 or as shown in each individual glazing product approval,whichever is more stringent. 6. Mullion anchor embedment to base material shall be beyond wail dressing or stucco. 7. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. 10. See drawing FL-15413.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Test Laboratory - Signed&Sealed by TEL 02031435 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. 1. Drawlnq No. Prepared by Signed&Sealed by No"FL-15413.7 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E, 2, Calculations Prepared by ��<< rf��t� Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) ��? F�S••. ��j- �� Lyndon F.Schmidt,P.E. Mullions RW Building Consultants,Inc.(CA#9813) .�O* �;:��G E �14yndon F.Schmidt,P.E. (per FBC 1709.8&R609.8) No 43409. 3. Quality Assurance * •' Certificate of Participation issued by National Accreditation and }` Management Institute,certifying that NewSouth Window Solutions is �? STATE OF manufacturing products within a quality assurance program that complies 00: �.• with ISO/IEC 17020 and Guide 53. �' ' .L p R i��f-4 S8/0N AL� �p Lyndon F.Schmidt,P.E. FL PE No.43409 10/12/2017 Sheet 1 of 1 Florida Building Code Online Page 1 of 3 RegulationProfessional BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FSC Staff BC15 Site Map Links Search Product Approval dbOr USER:Public User - Product Aoorocal Menu> duct or AdoAcauon Search>Aoollcatlon Us t>Application Detail - FL# FL•15413=R5� Application Type RevJsion—•,t Code Version Application Status pproved--7-, Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Winl Bows Category _ Subcategory Mullions = Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed' Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FLL5413 R5 CQI_(a)Cer ifi ate of IndeRendence.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D i i https://www.floridabuilding.org/pr/pr app_dtl.aspx?p.aram=wGEVXQwtDgtep%2bDhVR... 1/24/2018 ,Florida Building Code Online Page 2 of 3 Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description 15413.1 a.DuraGard,Sashlite Clipped Extruded Aluminum Vertical Clipped Structural Mullion for 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 FL15413 R5 It (b)Inst 15413.1.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 15413.1 for Design Pressure Ratings, FL15413 R5 AE (b)Eval 15413.1.odf specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.2 b.DuraGard,Sashlite Clipped Extruded Aluminum Vertical and Horizontal 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 HVHZ:No FLIS413 R5 H (b)Inst 15413.2.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 15413.2 for Design Pressure Ratings, FL15413 R5 AE (b)Eval 15413.2.odf specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.3 rcDraGard,Sashlite Clipped Extruded Aluminum Horizontal Clipped Structural Mullion for on use with Impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:No FL15413 R5 11 (b)Inst 15413.3.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 15413.3 for Design Pressure Ratings, FLIS413 R5 AE (b)Eval 15413.3.pdf specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.4 d.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical Clipped 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 HVHZ:No FL15413 R5 II_1b11nst 1 413.4. df 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 15413.4 for Design Pressure Ratings, FL15413 RS AE (b)Eval_15413.4.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 Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:No FL15413 R5 11 (b)Inst 15413.5.1�df 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 15413.5 for Design Pressure Ratings, FL15413 R5 AE (b)Fval 15413.5.odf specific use limitations,installation_instructions and product Created by Independent Third Party: Yes particulars. 15413.6 f.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Horizontal Clipped 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 HVHZ:No FL15413 R5 II (b)Inst 1S413.6.udf 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 15413.E for Design Pressure Ratings, https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVR... 1/24/2018, Florida Building Code Online Page 3 of 3 specific use limitations,Installation Instructions and product ELU41:j R_5AE_(D)—kyal 154t:Lj5�.�df particulars. Created by Independent Third Party:Yes 154131 g.4175 Series Clipped Mullion 4175 Extruded Aluminum Vertical Clipped 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 HVHZ:Yes FLI 413 R5 11 (b)Inst 15413.7.pdf Approved for use outside HVHZ.-Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant-Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15413,7 for Design Pressure Ratings, FL15413 R5 AE (b)Eval 15413.7.pdf specific use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars.. 15413.8 h.4175 Series Clipped Mulrtqn_ 4175-Extruded Aluminum.Vertical-and.Horizontal.Clipped Structural Mullion for use with impact and non-impact � -window-products-in-Masonry-or-Wood•Openings----4 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15412a5 11 tb)Inst 15413.8.0 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 15413.8 for Design Pressure Ratings, EL�1!j4l.3 R5_&E_jtd ?kl, 413. pdf . __Ev 15 -q__ specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.9 1.4175 Series Clipped Mullion 4175 Extruded Aluminum Horizontal Clipped 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 HVHZ;Yes I'Ll 5413 R5 11 (b)Inst.45413.9.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 I S413.9 for Design Pressure Ratings, FL15413 R5 AE (b)Eval 15413.9,odf specific use limitations,Installation Instructions and product Created by independent Third Party:Yes particulars. Bark Neat Contact US::2601 Blair Stone Road.Tallahassee FL 3Z399 Phone,850-487-182 The State of Florida is an AA1EEO employer,Copyright=-2023 State of Flonda.::Privacy Statement::Accessibility Statement::Refund Statement under Florida law,email addresses are public records.If you do not want your e-mad address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 8S0.487.1395.*Pursuant to Section 455.275(l),Florida Statutes,effective October 1,2022,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public,To determine If you are a licensee under Chapter 455.F.S.,please click li&M. Product Approval Accepts; Credit Card Safe https://www.floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDqtep%2bDhVR... 1/24/2018 O _ . 9 flewSouth _ : ,boa LEWINDOWSOLUTIONS ,`�• ;�� tp" ''ice�•......., ... 4901 ba tr Ivd.Tampa,FL 33610 4775 N 9pta a "� ma(LE 4 Extruded Aluminum -MAX.OVERALL °_ 4175 Mullion �— FRAME WIDTH `I N Horizontal & Vertical Clipped Structural Mullions �� SASH NOT SHOWN g FOR CLARITY o � ¢z 3�x 4 5 => > GENERAL NOTES W S/ 8 f o m d"gw R HORIZONTALMUWONSPAN a � i. This product has been evaluated and a in compliance with the 6th Edition 12017)Florida -77 8 S 8 Building Code 1FBC)structural requirements,including the'Ngh Velocity Hurricane Zone". 2. When used in the°HVHr,this product(if nulled together with IMr impact rated windows), i 4 �I a complies with Section 1626 of the FBC and does not require on impact resistant covering. a `a e 3. Wood bucks by others,must be anchored property to,transfer loads to the structure and be i Y reviewed by the Building Official. 0 4. Separate product approvals for each glazing product used with these mullions must be � � s submitted along with this mullion product approval.The design pressure rating of the assembly z1 T shall be the lesser of the bad capacity of the minion as specified using this approval or the N E design pressure rating of the individual glaring products used. Zn $ o N LL 5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown A 3= 31 0 g In each individual glazing product approval,whichever is more stringent. ' W w 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. _ SASHES NOT SHOWN 7. For 2x stud framing construction,anchoring of these unffs shall be the some as that shown for {, FOR CLARITY(iwln units S2x buck masonry conshucBon. shown,nVAtiples also 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 2 ottowed Do not exceed $ '159. Aluminum components,including fasteners,shag meet the requirements of IBC Section M. % v 2 77mwL hortrontot Z �• ;/.� YOU9onlength.) a W TABLE OF CO RMPM Z m�ri otscrnPTfoN 1 2 3 = f 1 T icol elevotbru d general notes 1375" 2 Component details S cross sections - MUUION 7 7 7 \7J 7 7 D+re 12 3/15 i 3 Design previe tables concrete iratalatlonl 4 Design pressure labial(concrete Installation] WALL- N.T.S. 'T K m 5 Design pressure t210W(wood trrstwtonon MULLED TRANSOM OVER TWIN WINDOW UNITS 6 Dftgn tables(wood flat ) rnx.By. LFS sxuwac xo: sr 7 Anchor bracket details Iverfical mubn) See Sheets 3,5,5 i 6 for Design Pressue Ratings I. FL-1547 3.8 n z E Anchor hrocltiet detals psomm�tal mulion) ii ' 9 Buds anchoring snrrr 7 ar 9 1P 0 — — a t t ~O N8 X r"PH Sel-Dfilrg SMS tSee notes bWwl: Shown with New$oulh Sates M singlo Sham with NewSouth Series 4000 dngie _ !Y �t "s �_e o Use tho frame anchor spacing as shown an twn9 ftarr+e under separate approval hung tam under separate approval the hdividual window product approval Ifie Other NowSouth approved homes may Other NewSouth approved frames may �� i' a ro 2 M8 X 3/4`FH L '� ?'•., ,` 'o m end and24mawoc ttvouugout)tromeacfi 1 be used. Grade OM ,'''��Jyirs*•sss��,`,1 $a.. 08 X 1"PH Se#4>Mng SMS(See notes below): n Use the frame anchor spacing as shown on o the tnatviduatwindowproductappnsvd(phe O { ca min.required screw spacing is 5 from each VV F end and 24 max o.a througout). 7 6 4 i II iI I a ra I I I I i I � T3a II II I LSno"n-A*mul cover ? snap on*0 muu cover YERt di CItOSS SECTION } +' �R11CAL CROSS SECTION 4i i5 Mus on tooan connecnan dotal x Ez n 1 2' J175 Mu on a VAndow Connection S O 2 HORIZONTAL CROSS SECTION 24175 MU 10 aw C.onnectan o, G=� CD CDp c 0.125 $ C3 C7 o Zi 0.567' 1375AtIRttOtttOLtUttttTNCilt�� _ 6SE _ v 6ad3T6ALUMri.lOSv(te) � � � o d F C Qo E. Fn m d c^I m a M)N!lOtt t o� C 0.125 0 ^2 tAd3dd ALUM a asr 72 3/15 i Notes: sear N.T.S. 1. Reecho individual window product approval for fabrication »=— .3.875 °"G t and Installation requaements.including Outing details. t875 tame reinforcement and anchoft spedflcatim. MWM er: !FS ND-' 2. Shoot motel screws(W#Kh ing)shwa have a minimum of 3 MtifltOH ANCttOx dJfl1CRE7(Jtirt) threads protrude canpie"through the muMon tam. MWtt4N ANCHOR tUUC!!ET(Jt ft-r5473.8 � dObSTdALUM $� a Maintain a min.i rX edge distance. 66d3i6 ALUM s—-2-cr 9 3 ' 'aNI p;NYLlNpN00 ONIOIINy' 'M'N 410E o etas UEU SNOISIA3N 4696'699'Ci4"ON SuNd (NolIYIll"Is t 3137f�Nt}a� 96999'13 '0214DA 'ply xop Z(clot .a3 m •p'd /Tq S3'iBVl 31I15S3?!d N`JiS3t7 g al 31wdn 31 zO6 tN ^ N k lu oNr 'sLwiinsum oNiavris �i Ulsnas v no lard ,�``111/141111/�l�ttl�Jf, sore~ 'oN a'd N017inm 03ddr70 ``` .•' •`�Y�•,.�L7.*,.•• JJ' WIUS40S •j UQPVA61 �iLora o.m'wd"Wnwa -1an00ad ttaa'at�gaaao GOM'ON fjl tFfa..�300" ti. lV aV N $3 N A 09 4't t a m W � Q ' r OR 91 SI :13, 21 V i O U O n Y ym µ to ' kA(leots tl w South Windows N N -Rodda Pro A-UPI-AIM 15413 Mul6o+n L-arrAftAft 15413 i fL-i 17.7.9 4.5 1 0 Q a w 0 j Y - 0 m MAXWORrtONTAt a Muw6wSFAN N a z' OP O O Yr iVil ►J Ys a � . y O W P W O V N �s Qi ci k N (i j� fPit V `J tzJ � ti am �_ to pps i aa # .� m &I a + N O � V 9" a . 0 M.43M c 7k OClober 12,2017 x 1 N¢4I PRODUCT: D.""Wt.P., W. •• _��':�p�• . CLIPPED MuLuw4 LP.EE.No F43409 t ill"- ONAL p s :y tw PART OR ASSEMBLY: �/� //1plrlN0 CONSULTANTS,1NC. 1 e 26 1 UPDATE TO 67N ED. 2077 FBC JX YY P.O. BOR Z'O,Vflco, FL 33525 f1D m NO GATE gy DES7GN PRESSURE 7AB1E phone No.: 813.059.0197 tJi ! N (CCNCRFIE tNS7At,tAfl0u .FsPE C.A-Tao.9813 ' 2015 R.W.9UIL0I GO.M.—.Te I... 'ONI 91NVt"1fIBN0�ONIOIIng'M'tl 51°2^.a £lCe •oN 'V°3ddi SNOISIA38 L6L616£9'£l8 SON D%104d NOILV11V1SNI (lOOM) A6 1 300 ON to ,1 s3�ea1 3anss3ad NOIS30 £6L££ LmvllA '0£L o '°'d �/[ Jd' asi LIOZ 'a3 M19 Ol 31VOdn L[ 9Z 6 J '°!!I 'SlNV11fISN07 ONIO'11f18 � �A'IBY13SStl NO LilVd ll /,, '' i9f�'� a PTd� NOIl7M 03dd113 1^ $ y.. kl pQ 1i G �i+le wedud.1—M-0 Uonc0Md voil i�l% O o Z ip 10 b ; Q a N 7 Ld �) 0 r OV 01 � � i : �$ 0 Ndds Nomnw: 7viNOZ40H XtyW Q M# is S5 '6'•L'[S95S•V\ SpZ ETKL IlV u�dp•7Vuo9NW ETML1�SRb YI�nPok cC!wl!•M1N3NVWU3ds�9UM VNaS MAN\RY�IDkH R1Uient New South Windows PERMANE -Florida Product al 15423 WSW C•Ora s FL 15413 201 FL-15i17.7-.9A 5.5 E � Q �b O� N z P� _ �. MAX.HORRONTAL. > c a 'MULLION SPAN q. °: '$ Z . A3 IL O a tvIg R a g as o n �p b p� qq aa N -7 W N �a c `\\\111lllfll/j�� - / No.43409 O.Mb6r12,2017 Q PRODUCT: sleeunwrMsPWmd `. Lyndon F. Schmidt ' �� `� 91 CUPPED MULLION P.E. No. 43409 �1-,w l0i N /11111111\\\ PAFTT OR ASSEMBLY: /r EtU1LDING CONSULTANTS, INC. '• y I 9 26 f7 UPDATE TO 6TN CO. 2017 FSC JK DESIGN PRESSURE TA S YY P•O• e°x a3o,vmnoo, FL 33525 NO GATE (WOOD PRESSURE TAN Phom No.; 813.659.9197 REVISIONS F9PE C.A. No. 9513 O act 5 R.W.e.u.oir.0 COMeuI.TPMT�1MC. %--0 Note: 1 Windowunftnot 1 4tI*15N o—for clortty � � � � �� n t4 ft n i j (1YP.} 4 z En S 'w as bb. IXWK^ '—'''''��''[' 1 $ 3 g _ IG>=0.42) 1 a 3/16"0 ITW Fit conaete stews , (See Concrete Anchor Noti Sheet9} 2 N CONCRETE ANCHOR BUCKET DETAIL i P z ? Ancha'to Mosorvy nU Ix BUCK rMfti EDGE r+ DISTANCE (G�-0.42) Wool dcmm 1 3ft6"OrIW Fit concrete screws " a (See Concrete Anther Notes.Sheet 9} T 1 0 1 WOOD ANCHOR BRACKET DETAIL " T Anchor to 2x suck z 3 CONCRETE ANCHOR BRACKET DETAIL Anchor mect to hum" a n y t kOGE + w rp (G 0.4) DISTANCE b 1 d O d b -MIOx1-117FH L o wow Scre"5 WOOD ANCHOR RRACKEr DETAIL e rQ, .n d .P• 6. - P .. ° rp T AnrJtorta?x Buck G • 4 1m p P P, p a W 1XBUCK aarz: 12 3 15 ° 3/16"0 RW FN concrete scrum 3116"0 ncr RI concrete �ALC- N.T.S. (See Concrete Anchor Notes,Sheet 91. saewS oec e+ JK m' (See Concrete Attcttor!Totes.Sheet 9( S CAL Eft.4 CONCRETE ANCHOR BRACKET DETAIL 6 CONCRETE ANCHOR BRACKET DETAIL WAWW N°.:tFs n 7 Anew ct to Masonry 7 Anchor to Masonry thus lx BUCK FL 754t_ 8 0 sma ? vs 9 4 Nofe: I 1 EMBED. IEMB®® 1FAABEDED `�♦`♦♦♦,,` *' Window unit not 1 X BUCK QA shown for dority (G>=0.42)' (TYP.) i"�u Zw� ��,• ��LPn / ♦ n -° 3/16'0 RVY Fit concrete . screws(See Concrete 9•: &10 x 1-1/2 FH Anchor Notes,Sheet 9) t. S 13 •z -- wood screws ° I ae F 9p� II a„ 1/7 MAX.--{ "� m n a E 1/7'MAX- I/T MAX. 3/16'0 ItW FH concrete " 1 screws(See Concrete `o z Anchor Notes,Sheet 91a 2X Buck V, IG>=0.421 3 CONCRETE ANCHOR BRACKET WAR 2 CONCRETE ANCHOR BRACKET DETAIL 8 Anchor Direct to Mo" 1 WOOD ANCHOR BRACKET DETAIL z w� $ tc Buck B AnchortoMosom/thruIxBuck 0 Anchor0, 5 1-1/4'MIN. I B®N 1-1/4'MIN. W W mo }XBUCK EMBEDED N EPAeEDED (G>=0.42) J o U 6 6 �co § ° dEn d LL a #10xl-I/TFH a .. d wood strewn' ° 3116'(b 11VY FH concrete °w o 3JI6'O IIVY FHconaete �' 8 I n screws(See Concrete a < ° e Anchor Notesscrews(Sea s. t Sheet9) I l7 MAX -I a e Anchor Notes.Sheet 91 �i a 1/2'MAX. 1/TMAX.--4 p e ° z h � - LL 6 6 ryo Z 6 a ° '-Z U 2X Buck tl.• �TL- t 2 3 15 T (GK0.42) as: N.T.S.er. JK o' 6 CONCRETE ANCHOR BRACKETDEWL cm a'° LFS ; 4 CONCRETE ANCHOR BRACKET DETAIL 5 WOOD ANCHOR BRACKET DETAIL a i $ Anchor Direct to Mosonry 8 Anchor to 2x Buck 8 Mdsor to 2x Buck °""w161 FL-15413.8 c °`SHEU � y9 � a S MASONRY MASONRY `.�� N y� OPENING 12 —• »— 12 OPENING 12 ITYP WINDOW •— T,WINDOW o i U i Eo m• `09 p oa MULLIONS SHOWN MUWONSSHOWN FOR REFERENCE ONLY � �FOR REFERENCE ONLY — 1a f I MULLION MULLION 1 SEE DEIGN PRESSURETAUM(5HC£TS 3,4,5 6 b) z FOR QUANTITY OF CONCRETE OR WOOD 114'X 2.3/4'ITW FM ANCHORS REQUIRED PER EACH CUP 2X BUCK 1 t1"X 2�14 OW PH (I CONCREM SCREWS I I CONCRETE SCREWS 7d !I —� WINDOW — WINDOW m 2XBUCK II ''Ti c itSEE MULLION-TO•MULWN �� CONNECTION DETAIL(SHEET21 t 4'(T)P.( ILI IA !X BUCKANCHORING 2K SUCK ANCHORING w 45 PSF D.P.MAX. 80 PSF D.P.MAX. n SEE DE S*N PRESSURE TARS{SHEER 3.1,S K 6) � FOR QUANTITY OF CONCRETE OR WOOD CONCRETE ANCHOR NO I6: ANCHORS REQUIRED PER EACH CUP 1.SUbstlluton of eauateancmtb anchoa ham ad ftVentafppW—y have d1ferent ado$ cWunce and centerdbtance requternenb. ` 2.Cwxfele anchor bcoom of the c mm may be aCWed to mdnidn the min.edge n i dbtonce to modwjotnbLif concrete anchorbcnhont noted as WX.ON CENTEr mud � odA310d to mointoln the mh edge dbhrnce to moda)okft odd RWO cancmte ortchors u PWbe requted to ensue the?AM ON CFNtWdhrtemlorn are not exceeded. MUtlTON ANCTfORING 3l Comanste anchor table. ANCHOR ANCHOR M{N,• MIN.CLEARANCETO MTN CIEARANCETO; oao IZ 3 15 i SIZE'. EM3EDmENr MASONRY EDGE ADJACENT ANCHOR sau; N.T.S. ore.er: JK m' iiW • 3fIP 1-1/r. 1.1fr 1-Y* TAPCON aac Eri LFS 3. TAPCOIti 1fe 1.1f4 2-1/Z- S 5413.8 n 4.ConcrWe9xAbe3=PSlca6onrkVloACR3Ui orhdIowbbckcwtantingto ASTMC40. N . r s+em 9 or 4 G a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry Cr.u.avx sw maim.rL aa1Ya rnvuce U.oaY.YiYI Florida Board ofProfessional Engineers Cenificate of Authorimtion No,9813 Product Sub Category, Manufacturer Product Name Category NewSouth Window Solutions 4175 Windows Mullion 4901 Oak Fair Blvd Extruded Aluminum Tampa,FL 33610 horizontal&Vertical (813)626.6000 Clipeed Structural Mullions Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc,and Lyndon F.Schmidt,P.E.(System iD# 1998)for NewSouth Window Solutions based on Rule Chapter No.61 G20.3,Method 2B of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements, including the"High Velocity Hurricane Zone". 2. When used In the"HVHZ",this product(if mulled together with"HVHZ"Impact rated windows),complies with Section 1626 of the FBC and does not require an impact resistant covering. 3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this approval or the design pressure rating of the individual glazing products used. 5. Anchoring of each glazing product to the mullion shall be as shown in drawing FL-1541&8 ores shown in each individual glazing product approval,whichever Is more stringent.. 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco.. 7. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. 10. See drawing FL-15413.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Test Laboratory Signed&Sealed by TEL 02031435 TAS 201,202&203-94 Testing Evaluation Lab-.Inc. William B.Shelton,P.E. 1. Drawing No. Prepared by Signed&Sealed by No.FL-15413.8 RW Building Consultants,Inc.(CA 49813) Lyndon.F.Schmidt,P.E. 2. Calculations Prepared by ,i� 0111118111�� Signed&Sealed by Schmidt P.E. Mullions Anchoring �W Building Consultants,Inc(CA 49813)RW Building Consultants,ina(CA#9813) 4+��,• .• ��Tr"i� Lyndon F.Schmidt,P.E. ... I (per FBC 1709.6&R609.8) ��~ 3�•••• �� 3. Quality Assurance A. No 43409 Certificate of Participation issued by National Accreditation and Management Institute,certifying that NewSouth Window Solutions is -0; —✓ manufacturing products within a quality assurance program that complies !�'; STAT E OF with ISOAEC 17020 and Guide 53_ •"0--•�� Op:.►"�� j`SS,Onl'A` LyndonF PE No.Schmidt,3409 ll 10/1212017 Sheet 1 of i i