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18-20345
CITY OF ZEPHYRHILLS 5335-8TH STREET 20345 (813)780-0020 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20345 Address: 5015 SUMMERHILL DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SUMMERHILL Est. Value: Parcel Number: 12-26-21-0100-00000-0100 Improv. Cost: 6,770.00 OWNER INFORMATION Date Issued: 10/25/2018 Name: TIRADO ROBERTO & YOLANDA Total Fees: 142.50 Address: 5015 SUMMER HILL DR Amount Paid: 142.50 ZEPHYRHILLS FL 33542-8203 Date Paid: 10/25/2018 Phone: 585-590-6414 Work Desc: REPLACE 7 WINDOWS S/S CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 142.50 V L icu '7,, Ins ections Required FOOTER 2 D ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. C RACT R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills Permit Application FOX413-78DA11021 Building Department V/) Date Received Phone Contact for Pt rmitling [M� -T-VT-rw I I - - - - - - I I P . . . . . . . . RQ8E1CfO YOLAMDA 585-590-6414 Owner m s Na OwnerPhone,flnoba, 1 1 R — - , I --- Ownses.Address"15 SUMMER HILL DR ZE.'- j42-1&%erpi,' Nam one ' bar Fee Simple Titleholder Name I Owner Phone Number F"Simple TitloholderA44ress I JOB ADDRESS 5015 SUI%MER HILL DRIVE LOT 0 SUBDIVISION PARCELIDA 12-26-21-0100-00000-0100 (ORTMO FROM PROPUM TAX NOTICE) WORK PROPOSED NEwam=E] ADDIALT r--j SIGN r--j r-7 DEMOLISH 13 INSTALL REPAIR PROPOSED USE Q SFR Q COMM OTHER I TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL DESCRIPTION OF WORK REM/REP SAME SIZE WINDOWS 7 BUILDING SIZE SO FOOTAGE HE . . . . . . . . . . . . . . . . . . . . . . . . . . . 6,770 I VALUATION OF TOTAL CONSTRUCTION r—JELECTRICAL AMP SERVICE r—j PROGRESS ENERGY M W-R.E.C. r—JPLUMBINO [=MECIHANICAL VALUATION OF MECHANICAL INSTALLATION f.4 031' r—jGAS Q ROOFING Q SPECIALTY r--j OTHER FIN SHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO - !C-, )ilk— . . . . . . . . . . . . . . . . . .. ... . . . . . .. . . . . .. . . ... . . NEW SOUTH WINDOW BUILDER I=eOl LAN SIGNATURE Q, R?EOGAW Y Y/N FgECURPZN L_XLN J W(IJAUX A 33610 C—RC1330822 Address Ucarm#F ELECTRICIAN COMPANY F SIGNATURE REGISTMW YIN. FRE GUMM Address I I License 0 PLUMBER COMPANY I SIGNATURE REGISTMED I YIN FEE CURREh ULN—j Address Licenses MECHANICAL COMPANY 1 SIGNATURE REMSTERM I YIN Fmcuumh L-XLN-j Address I License 0 OTHER COMPANY = SIGNATURE REOSTERED I YIN FEECURM LYLN J Address License 9 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Peffrit for new construction, Minimum ton(10)working days after submittal date. Required onsite.Constniction,Plans,StormwaterPlanaWSilt Fenceinstaffed, Sanitary Facilities&1 dumpster Site Work Permit for subdivislonallarge pngodg COMMERCIAL Attach(2)complete sets of Building Plans plus a Life solely page;(1)set of Energy Form.R-O-W Pern-A for new construction. Minimum ton(10)warldnil days after Submittal date.Required onsite,Construction Plans,Stomrwater Plans vd Bill Fence Installed, Sanilmy Facilities&1dumpster Site Work Pormit for at!now Projects.All commercial requirernerns must met compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. .. . . . . . .. . .Azzalkillize . . . . . .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . .. Fill out application completely. Owner&Contractor sign back of appllcallor4 notarized if over$2500,a Notice ofCorrunancemart is required. (AIC upgrades over S74M) Agent(for the contactor)at Power of Attorney(for the owner)would be Someone with notarized taftritom Omer sinhortzIng Sam OVER THE COUNTER PERMITTING (copy.of contract required) Remoft if Shingles $ewers Service UpgWeg A/C Fences(Plonurvoy/Footage) Driveways-Not over Counter!Ion public r*adnyv...-,9sds ROW NOTICE OF DEED RESTRICTIONS: The,.rndersigned understands that this permit may be subject to"deed'restrictions' which may be more restrictive than Count, :,lulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed In accordance with state and local regulations. If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors', he is advised to have to 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buldirtgs, 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 Sfatutas,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law--Homeowners Protection Guide'prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the`owner'prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT. I certify,that all the Information in this application is accurate and that all work will be done in compliance with all appllcat,'^laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do wuik and installation as indicated. I cerfify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes, zoning regulations,and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads,Welland Areas and Environmentally Sensitive Lands,Water/Wastewater 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 SeivicesiEnvironmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone V unless expressly permitted. If the fill material Is to be used in Flood Zone "A, it is understood that a drainage plan addressing a "compensating volume"will be submitted at lime of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone A"in connection with a permitted building using stem wall construction,I certify that fill will be used only,to fill the area within the stem wall. If fill material is to be used in any area, I certify that use.of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,ai-engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I p,..;m a 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 orviolations 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 pemtit is suspended or abandoned for a period of six(6)months after the Pane the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affinnedj before me this /Sub e re me this Who Is/are personally known to me or hesAraue produced .o starepe Ton npyy o me or produced PERSONALLYKNOWN asldantificatiom PERSONALLYKNOWN tf§ItleMi6eation. Notary Public C�4`" Notary Public Commission No. Commission No. Name of Notary typed.printed or stamped Name of Notary typed.pdrdi 6aF SUSAN L.PIKER :rP = �•e MY COMMISSION#FF950697 EXPIRES January 14.2020 M071308 0'53 FlorrdsNotar urwce.cwn J IL'U IIIUfl 1 . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Sa > �t� W Date Received: o—a —16 Site: JO d(on/'�/Jj Permit Type: l IGG Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. / � fi,/,—-/P ��-/� .� Kalvin Sw t er7' s Examiner Date Contractor and/or Homeowner (Required when comments are present) Plan:-Review windows &:Doo.rs 1) :Need.manufacturing installation specifications: . : ; 2) . Mu:st.meetsectio_n:s R308 and R612 of the 2017 R.B.C . 3): If windows are to be installed inside-the historical district;they will need'to be approved. by the historical committee_.. :. :, 4) :No other.work shall.be permitted (framing; plumbing; and.'Mechanical) unless.otherwise specified: - 5) This is;for replacement (glass for.glass)only..-If you.wish to ch. ange from screen,or vinyl windows to.glass, then additional information is required.-. - 6) All windows to wall conn.ections:shall be left visible for. inspection. . 7) All labeling and;stickers:shali rermain:on windows.uhti. nal inspection: 8.). .No work shall start with perroit.first: :. i 4 r n Lam' 12 �19'A li 23 i IMP ..fib � ) 49- IF � Yt9ffi:@[t!G$0Q1�0h � !FOt. i i CFI PASC'o co '7-i y 1p i ALL WORK SHALL CGMPol WITH PREVAILING r'ZE'JIEV1i DAfE v r U CODES FLORIDA BUILDING CODE, CITY OF 7-EPHYRHILLS NATIONAL ELECTRIC GOOE, ' AND THE CITY OF ZEPHYRHILLS PLANS EXA�,AINER - ORDINANCES i I i caM/ d- Is/LL moss uvrc , fwt., Notes: B Installation Back Installn Notes: ® v vv NUsrtsrrirr■ ff WINDOW orunorvs Wi�Q. if Mll-rfcr is (YoLs6,,diQ I -Window Specification and Detail /�"`', n Pursuant t)Contract with NewSouth Window Solutions � $C�( First Floor Customer. &Q L 0 ` ►w i( C Address: City: Z-<P t Yrn Zip: W jEo P.(H) 1-26 -?®/-40,7/ (C) 51-t'- Sri d- Y/`A!) r From Contract Date: / � F Tory =2- Frarrzs Screams insulated Glass°nit Grid O ion. ustomer Approval: uv _ „ Glass 3 QTIFF Color (W H) (W x 19) (W x H) J x e TYPa I § -0 e' P.M WIN Location Styles ExT1INT Sal/ aesure Opening Size Make Size Additional Information 2 PlAlln f- x 1a x �C x �3 � 3 / 6xG 3s3x /33f3 • x �1 , rr�r 2- .� x 31-,Yllx /3 3 x &Iik fig`i s (�eil�-mot ✓' S 3 X (0 3S x /3 3s1 x ! 6 l lf,1 A,^ x P x 3 3 j3 x /3 r I — � = 35� 353� x r S i i f ----•- i r 10 x x x 11 x x x 12 x x x 13 x x x 1d x x x 15 x x x 16 x x x 1t3 x x x .18 x x 20 x x x Florida Building Code Online Page 1 of 5 T � F Professional Regulation ryyr f� O BCIS Horne : Log In User Registration Hot Topic Submit Surcharge Stats&Fads Publications FaC Staff! ? BaS Site Map Links Search US ProductUseUse Approval USER!Public r Product Approval Menu>PrpQutt or ApoNriation Search>Application US > p11nt1on lWalli it ;� �• FL# EL16851-R5 a Application Type revision i' Code Version 201-7 Application Status 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 _ Category Windows Subcategory _ Single-✓- •- Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i_ 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 Rate 12/31/2018 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R SQ _ b CertiFi t of ngegenti�nce.o�,f Referenced Standard and Year(of Standard) Standard YAK AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 1/24/2018 Florida Building Code Online Page 2 of 5 Product Approval Method Method-I Option D Date Submitted 10/12/2017 Date Validated 10/27/2017 Date Pending FBC Approval 10/2912017 Date Approved 12/12/2017 Summary of Products Go to Page = 4 40 O Page l/20 0 FL# Model,Number or Name Description 16851.1 a.9400 Single Hung Window Extruded Vinyl'Non-Impact"Single Hung Tilt Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No E 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 16851.1 for Design Pressure Ratings,any FL16851 R5 AE (b)Eval 16851.1.0 additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. _jb t-W-16851-.2-- _:f4OO Single Hung Window Extrude d Vinyl"Non-Impact"Single Hung Til Window-with/ 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:No Created by independent Third Party.Yes Design Pressure.,N/A evaluation Reports Other;See INST 16851.2 for Design Pressure Ratings,any FL16851 IRS AE (b)Eval 168SL2,12df additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. I I 16851.3 c.9450 Single Hung Window Extruded Vinyl"Impact'Single Hung Tilt Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ.No FL RS 11 (b)lnst1G851.1,qff Approved for use outside HVHZ:Yes Verified By: Lyndon F,Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other:See INST 16851.3 for Design Pressure Ratings,any FL16851 R5 AE (b)Eval 16851-3.od-f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16851.4 d.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window with I Flange(DIX-configuration) Limits of Use Installation Instructions Approved for use In HVHZ.,No IFL168 I R5 11 (k)Inst Approved for use outside HVHZ,.Yes Verified By;Lyndon F.Schmidt,P.E.43409 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.4 for Design Pressure Ratings,any FL16851 RS AE (b)Eval 16851.4.Dd- additional use limitations,Installation instructions and Created by independent Third Party:Yes product particulars. I 16851.5 e.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New Impact Rated-HVHZ Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R5 11 (b)Inst 16851.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 16851.5 for Design Pressure Ratings,any ELICA5 -51,5 1_115 AE lbl Eval 10 additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 16851.6 f.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window with Impact Rated-HVHZ Flange(DIX-configuration) Limits of Use Installation instructions Approved for use In HVHZ.Yes FL16851 IRS II (b)Inst 16851.6.o f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 .Impact Resistant:Yes Created by Independent Third Party:Yes https;//www.floridabuilding.org/Pr/pi_appjtl.aspx?parain---xGEVXQwtDqtmmTSTNdV... 1/24/2018 :9k. 57 MAX.OVERALL FLANGE WIDTHNewSouth — f _ ro � rx WII,DOWSOLUT�ONS 54'MAX OVERALL FRAME WIDTH YV I I 'ram'• .� ��'pn r� �•., r� � i. n `'�% rrrtlit iRR \� b° 4901 aI IVd.,Tampa,FL 33610 � � e n I { qz 9400 Single Hung Window N wj Flange rf s z "NON-IMPACT" GB4£RAL MOTES 1. This product has been evaluated and is in compliance with the 6th Edition(2017) �( j Florida mudding Code(FBC),excluding the"tfigh Velocity Hurricane Zone" 11 2. Product anchors shall be as Bled and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. { 1 z 3. when used in areas requiring wind bome debris protection,this product Is J N n required to be protected with an impact resistant covering that complies with rc z FBC Sections 11609.1.2&R301.2.1.2. w z z miN wLO .77 b. For 2x stud framing construction,anchoring of these units shall be the some as J o � that shown for2x buck masonry construction. 12 I" .# 5. Site conditions that deviate from the details of this drawing require further 0-8 i engineering onc4sls by a licensed engineer or registered architect. n{W ZZ<C TABLE OF CONTENTS MAX:OVERALL; MAX.OVERAIL DFJIGN►AFSSURE DAYLlTE DAYlR> GLASS p o StiFFT# t?E$C#tTTtOt! ttiti<tliE ::fRAJrtB 1NMFN#tOk DIAtK1M 1 Typical elevations,design pressures a general notes DlMdaloN . ,.. `DM16MI1aH (p j f►+X�J TYPE 001 NEG, a e z 19 14 : 2 Vertical&hodwntal cross sections save N.T.S. ° 3 Vertical&horizontal cross sections 5WX77Jr SkIr X 7d.0" 47.2rx 34A4" 49J5'x 34.4or GI +5&0 -50.0 M.SY: JK o' 4 Buck&frame anchoring cm BY. Ln 5 Components 37A"x 73A" .140 x 72? 292r x 32AC 91.75 x 32AC 01 +65.0 -75.0 oRWW tar d Silt of materials and giaang details FL-16851.2 0 saw t ofJFL B a R,*Pients\Nsw South WirAkm PERMANENAA 11.ida Product Apprc%W%s FL-26851 Singte HWV\C-Drawings\Ft-16M(2017)VL-26su2.dwg 2•6 �O W A a hH rr 0 mW nA o a m m w en � a � • a o b N W 11♦♦�1 � a 4 N 1� ty • � li a a 1P a N in fw1 ♦ � � a a s 1' °a V ea �► W Vi � � � C} m to 1-1/4"MIN. 3.114°AUN. Re.{R'P.) EMB.(TYP.y No*43409 �L* 0001mr 12,2017 S ^ Q PRODUCT: De Wno wa"r+Pm W 1 NStNUE HUNG WINDOW Edon P Mm 43{O9 tet i�i''4 ..«..-•`f,,��� 3 10 OB 17 UPDATE TO BIN ED. 2077 fBC JK ///llrlllltttt`` I� N r- y '0 9 27 78 ADDED 7 ANCH R LOCATION PART OR ASSEMBLY- BUItD1N0 CONSULTANTS.INC. (( `�vs 1 8 26 T UPDATE TO 5TN ED. 201 a FBC 1.F5 P.O. Etvn 239,valrleo, FL 3W25 I� A7 X A N pAT NY VERTICAL k HORIZONTAL PhvM No.: 813.632.919'7 EVISI CROSS SECTIONS FBPE CA No. OB13 O 901.a R.W.DYILOINO OON�ULTAN711 INO. 1;1100 NOTE:Sheet Metal Screws must 4, M. % P notmile a mIn,of 3 throods E K ,-8,ouqhoiIwsI2 sheen otmeld n c 4 -c 21 D INTERIOR It% c 2 1 3 12 14 11 SEE NOTE I z 2 61 EXTERIOR 10 RFC r HWOWAL CAMS SEMIDN 4 3 \,�3 Motd Stud ConsKY-tM uj Note. 1.LoO and keeW kcated 7ftm 0 each OM of lock/meeting red. ±50 PSF E �Mj I MAX.DESIGN PRESM FOR ALTERNATE 20 INTERIOR E2 —1 9 E".(TYP.) ANCHORING LOCATION SHOWN ON TM SHEEF A 01 EXTERIOR c nc 1 21 INTERIOR 1 22 13 9 a 4 L 21 24 ir D C) . x i D 3 3 �9�14 WA T.S D EXTERIOR Mr.Rt, JK GI 2 2 io EMS PF4 3"\WEIMCAL CROSS SE CWN OK BY, LFS E rI HORIZONTAL CROSS -'\HORIZOMAL CROSS r2 -$$SECTION 3 2X Wa MM.W Corlftcfion 3 2X Wck Mas0rvY Corkstfucfi*n 3 IX Swk Mawsy ConshxW. 851.2 sxm OF 3 EQ.SPACES • :i i.. -'� • a = '• $$ •� to p lN! ILL t4 SASH F 2X BUCK R 2XSUB D IXBUCK BUCK FRAME K STEEI SNOa TYP. � MASONRY 2XBUCK D � fl a: o OPENING w a r r OPENING o L-�- ... SASH 72. h , BWKAKNOW4 fRAMEANCNOfUMT; _ (SEESHEET2) L 2XBUCK SASH a 0 Ix BUCK o FRAME K STEELSWD N H 4' �C Z $t)� U� VI 2X BUCK T O $ CONCRE7EANCHORNOTFS: MASONRY a 1.Conaefe anchor locations at the comers may be ocWed to maintaah fhb min. OPENING 2 a edge dsfance fo mortar janh. SASH a Concrefe onctw bcaftm nofed as%IAX.ON CENHgrmtst be ocl is d to n ^ me nfoln the mot,edge dlcfanee to mortar jonfs,odc ioncl concrete anchors moy the regared to ensure Rhe hMAX ON Ct31 Wdbw7sbn are not a wesdod. 3.Concrete anchor table: 0 m t3 • `A�ANCHOR 'MtN. MIN.CtE4RANtf MlNr:CtEkl[ANCE, �IN^ n TO MASONRY TO ADJACENT •, z o IYPE SIZE EMBEDMEM EDGf" ....ANCHOR aae 2119114 i TArCONe 'J�• 1-1/Jp 2' P scoa, N.T.S. FRAAAEANCkOINN6 awh:.sr: JK to � UttRACON Ile 1-1/c 1' 4' ALTERNATE ANCHORING)SEE SHEET 3) cm.Br. IFS 3 g WOOD SCREW!NMLLATIONNOIES: (MAX.D.P. S��I.=50 oRacrec ro;: a 1.Mdnfofn a muhhwm SJti'edge dhianco.!'end dBfaoce,E J"o.e.spaClrg Of FL-16851.2 0 wood screws to prevenf the#*fltng of wood. ww 4 or.6 O d BILL Of MATEMALS B 2X BUCK(SG>=0.42) WOOD C 1/4"MAX.SHIM SPACE # z D 1/4"X 2-3/4 PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACT 02R1/OPPHSMSLLOW �711C MIN.NFORMING TO MC90 CONCRETE F 8X ltt11�ti ��`�,1,••`"' zeod G 2X STUD(SG>=0.42) WOOD Y $ _ H #10 X 2-1/7 PPH SMS' STEEL ° u 1 STEEL STUD Mm.Thk A33 ASTM A653 GRADE 33 Fy-33 W true.Fua45 kg nun.j STEEL K #TDPPHSELF-DRILUNGSMS STEEL ° L 10 T PPH SMS(1-1/7'MIN.EMBEDMENT) STEEL m d 1 EXTRUDED YlNYL FRAME 465)' RIGID PVC z° 2 EXTRUDED VLNYL GLAZING BEAD 736A)' RIGID PVC ,tj 3 EXTRUDED VINYL GLAZING BEAD(42SA)' RIGID PVC 'a 4 SILL 469)' RIGID PVC 5 STB E 438)' RIGID PVC 6 MEETING RAIL(477)' RIGID PVC $ 7 LOCK RAIL 47 RIGID PVC S 1 BOTTOM RAIL(485B)' RTGId PVG 9 MEETING RAIL REINFORCEMENT 6063-T5 ALUM a 10 LOCK RAIL REINFORCEMENT 6063-TS ALUM x a I I SASH LOCK - " 12 KEEPER 13 BOTTOM RAIL REINFORCEMENT 6063-75 ALUM lr 14 HEAD AD (473)• RIGID PVC a `a 18 STILE REI RCEMENT 6M3-TSALUM sff m g 2D WEATHERSTRIP - GLASS B0E 7/117 O.A.GLASS THK, x 21 BALANCE COVER(468) RIGID PVC 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE 467)' RIGID PVC G(PE ORA#F 24 BULB GASKET(AMESBURY FOAM I/Tf'ANNEALED GLASS o 8 o •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY N g N EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. wow o tJ �n AIR SPACE ��a I/8"ANNEALEDGLASS o u ,a�ta METAL REINFORCED BUM ^m • .G J a CIO C �w wad Z /�S V�NrT aF+�1 n N•-a D scut: N.T.S. J 3 wc.er JK CNN,of. LFS $ OMV04 NO, FL-16851.2 a srrEcr 8 or 6 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33593 Phone 813.659.9197 Florida Board of Professional Engineers Cenifieate of Authorization No.9913 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions 9400 Single Hung Window Windows Single Hung 4901 Oak Fair Blvd w/Flange Tampa,FL 33610 "Non-Impact" 813 62641000 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 1 D 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)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 bome 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-16851.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16851.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI C7180.07-501-44 AAMAANDMA/101/13.21A440-08 Architectural Testing,Inc. Michael D.$trammel,P.E. TEL 02031566 TAS 201.202,203.94 Testing Evaluation Lab. William B.Shelton,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-16851.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Sinned&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that NewSouth Window Solutions is manufacturing Itoltil1 products within a quality assurance program that complies with ISO/IEC ,``����1SC� 4. 17020 and Guide 53. 4:F 3 CEW �. * No 43409 9' STATE O 1,0.p' A '-.4OR O R 10 @;• ,� ,QN At- FLA` LyndonF.PE Noid434 9 1 0/1 212 01 7 Sheet 1 of 1 Florida Building Code Online Page 1 of 3 i nal-Regulation . r1a BCIs Nome tog In User Registration Hot Topics : Submit surcharge Stats&Facts Publications FSC Stair SM Site Map ` Links Search . Product Approval t USER:Public User . Product AOproval Mang>Product or Application Search>Application List Y APplkatiVn Ddall FL# SFLS54f3=R5 t, .:► Application Type Revision 7 Code Version 201 Application Status p� Proved_..-----"'i Comments Archived .-- Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair Blvd tampa,FL 3361D (513)284-0124 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsuitants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category -indo S� Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L.1 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. W. Validation Checklist-Hardcopy Received Certificate of Independence Ft.15413 RS C9LLaj Certiffcase of 11L€�enclence.udf Referenced Standard and Year(of Standard) jUndard Yap[ 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°/o2bDhV R... 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 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 FLIS413 R5 II (b)Inst 15413.I.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 RS 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 FL15413 RS II fb)Inst 154Q.2.adf 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, FLi 413 R5 AE (b)Eval 15413.2.odf specific use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15413.3 c.DuraGard,Sashllte 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 II (b)Inst 15413.3.ndf 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:NIA 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 FLL$413 I-_ Ing 1541 .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, FLI_"4U R5 AE—LW Ev41 L5413.4,�df 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 R5 I) (b)inst 15413.5.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 15413.5 for Design Pressure Ratings, EL15413 R5 AF (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 &I-L113 RS II Li�),nst 154 3.6,�d 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, llttps://www.floridabuilding.org/prlpr app_dtLaspx?param=wGEVXQwtDgtep%2bDhVR... 1/24/20I8 Florida Building Cade Online Page 3 of 3 specific use limitations,installation instructions and product 1 LI541_ R5 AE b Eva(15�i%6=pdf _ particulars. Created by Independent Third Party:Yes 15413.7 g.4175 Series Clipped Mullion--- 175'Exkruded Aluminum Vertical Clipped ; �} pped'Strtitttiraa{Muli'ian �__ x � for useeywith impact andJnbri=impac L"*�i ow pr o ctsiii r' 4 4' Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL154U._R5 iI JbI in 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, rl 15413 RS AE__La E_v_a1,1.5413.7.Dd( Created by Independent Third Party: Yes specific use limitations,installation instructions and product particulars. 15413.8 It.4175 Series Clipped Mullion 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:Yes FL15413 RS II ( iris 15413.S.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 15413.8 for Design Pressure Ratings, i L1541 i R; AE Cb]Evai IS;I13_ pdf 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 FLIS41 RS II(b nstj.5413119,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 15413.9 for Design Pressure Ratings, FL3.5 _RS Alb Ev_ai 154 0.2,adf specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Oatk Next Contact ::2601 0 air Stone Road,Tallahassee Ft.32399 phone:$50.487.182a The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Fiarida.::Privacy Statement::Act itrihN 5A8 m n ::Refund Statement Under Flonda law,email addresses are public records.If you do not want your e-mail address released in responsee to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,ef€ecbve October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the 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 bq[g. Product Approval Accepts. M U IM..c!Rf ©w. Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhV R... 1/24/2018 P]NewSouth =� WINDOW SOLUTIONS .,>'••,•. ,.,` 4401O�"�a cc U Nd.Tampa,FL 33610 . n S i n�u 'mat VVV �a 4175 Extruded Aluminum 4t75 Mullion a Vertical Clipped Structural Mullion z`^ r -IM.VS MAX.OVERALL FRAME worn+ m GENERAL NOTES Se MAX.SINGLE 1. this product has been evaluated and Is in compliance with the 6th Edition(2017)Florida tiNtr WIDTH Budding Code(FBC)structural requirements,including the'High Velocity Hurricane Zone". & 2. When used in the"HVHr,this product(d mulled togetherwith'VVHZ"impact rated windows), �/f rL a compiles with Section T626 of the FBC and does not require an impact resistant covering. 3. Wood lucks by others,must be anchored property to transfer loads to the structure and be reviewed by the Building Official. W 4. Separate product approvals for each gtaimg product used with these mullions must be z submitted along with this muillon product approval.The design pressure rating of the assembly s shag be the lesser of the bad capacity of the muRion as specified using this approvd or the N design pressure rating of the individual gtaang products used. 2 0 i S. Anchomt of each glaring product to the mul on shag be as shaven In this drawing or as shown z - in eoch individual glaring product approval,whichever is more stringent. 6. Mullion anchor embedment to base material sholl be beyond wall dressing or stucco. o 7. For N stud framing construction,anchoring of these units shall be the sane as that shown for g 2X buck masonry construction. $ B. Arty conditions not covered in this evaluation are subject to separate engineering evaluation. I__ 4. Aluminum components,including fasteners,shag meet the requirements of FBC Section 2003. TABLE OF CdNtENts 1275,MULLION WIDni b �6 �6 �-6n � q SHW# OESCIPION i Typical efeVaSons 3 generd notes 2 Com r lls&cr�sections MULLED WINDOW UNIiS �n 1213115 0 3 Mnconcrete imtallat on1 wire uO 9-m muN also aloes M. N.T.S.JK • � 4 t}eSigt preS41r8 tables(concrete instafationt A � � M.ar: JK m' $ pressure tabes lwaed instaRatbnt aer.By.. LF'S 3 b Desi a )wood irrstaAatiani See Sheen 3.4,i 4 b for Dedpn Preuure Rallrlgs oawac rn: m 7 And1p bracket detaUs --—--� FL-15413.7 sari t or 8 8 Buctcancteon � Ste' O *K Shown with NewSouth Soft 4WD single hung from under separate approval. #8 X]'PH SaWDrft SMS(See notes below]: Other NOWSouth approved homes may I d the kxWkkd window product approval M* Use the Game on"spowg as shown on be used. z min.mqLfmd screw gmchgw.31 tram each end and 2C ff=L O.C.ffm*wt). Em g 0 IS. 7 Snap-on vinyl mug cover ral r rl AO LCMUSECRON�07A :z to 2 WadowMmection C, 4175 MUIDOn TO !> o 047" T TOPD.12Y --CD CD C) CD ICD——T kt z LA 9i CD 1,37S* OLJ F & &,Al=417 to 0.17r— Notes: 12/3/i5 1. Refer to Individual window product approval for fabrication � scut 4.875 N.T.S. and installation requirements,kxkxfrg g Glc* details. 31175' asm BY: A from seinforcemnt and onchoft specificaliam CML fly., IFS .9 2. Sheet metal screws(self-dillbrig)sholl hove a n*-dnwm of 3 O=A HC*IMCXUR U11 U:C.... — threads protrude completely through the muffon home. FL-15413.7 Maintain a min.I/r edge 4*k=e. a I—-2 OFA 'aMl�.WVi'if1�Ma�GNIa•Illlp•M-li G lat Cl :Cate 9198 L9 VON PU04d �N07t17MSM 313a9NO3) IS IAlm MCC'W 'OWMA 'orz XO4 'o'd 1(/� �18'd!3N/1SS38d NJIS34 AB myo rON x y h ap Ji`l3 xr lcaoz '03 rus osraan vi 1� •9NI 'SLWllnSNW DNI4Vfl8 1.•i '` v `o iPiW405 son't oa 'd NomnW Q3ddM LWL$i�e4Wad Z. 4�fttrwl�„7$77\\\\ GY I lit Y� 1 a a r N g x A M q a d O' . g Q V ul to xrnxcmnw xvw a o 7A m � h zl� a¢4�+P'6-CtCCSi-�iU[SDL!afst iivw..—o•3v-(U^W SKI IiVPAoWdV n"Vo)d eP!joN-V\IMNVM3d ImPvLM 4WOS'wNVIWICA•d R\CAeeltmew South Windows PFRMANENT%A-Florlde Product ApprmmMFI.15413 MulFOtwiNC-DtewinWI15413(2017)1FL-]S417.7..9,dwg.4.4 �m 00 N MAX:MOLUOV SPAN �Y C fD N Z c a m G $ � 1s 0 p y� X d u O V In� QA+ b p. q is a a S g m' bT s No.4310Y October 12,2017 4 PRODUCT: t mcuwIt W FI" �, •: `� tyrldon F. Schrtlldl ��j �•••..,, �� 1 ddd 9 P N CUPPEO MULLION Pe No. 4ss0a �i��� bm �\� nnit $ .A. r -y G PART OR ASSIDARLY: /�p+ DUWING CONSULTANTS• INC. 1 9 2e 17 UPDATE TO GTH ED. 2017 FOC X YY P.O. Oor 230.VelrIco, FL 33393 Im v y N 0 A BY (Co ON EE MS'7'TI�) Phono Na- e7xe3a.aTa7 REVISIONS FSPE CA No.9813 0 201 5 R.W.B.". w INn. R1Q�ent%\Ne r South Windows PERMANENT-A•Florida Product AppmvaMPL 25423 MUV0n$%C-Drawin IS423(2027AFL-15417.7-,9. 5-0 P. a m o a c � ;-,hiailGi4ftlittON3tAN -- _. .a J a n S S 6 h tl S N Y s S ... �Y 16 8 ,`�aNurnrrrpr ND.ISt08 OdubW 1Z 2017 l q PRODUCT: Dam~ft PnrW>ne�'"„+ `' CUPPED MI1LtfON PU'^,�-,dH F. SeN�mldt r''i�fffrltr� �```,` 27 � y PARE OR...ASSEMBLY: /r BUILOINO CONSULTANTS INC. 1I,,. $; is W 1 9 16 t7 UPDATE TO STH ED. 20f7 F8C JK OE ON PRESSURE F E$ V i.Y P'O. Eblr 0.Voldco,'FL 33595 01 14 N N4 QAT 8Y iypp0 FNSFALtARlN Phono No.:813.659.9197 REVISi FBPH Cdl No. 9613 9a1 5 R. OGNDUL.Nwa Iwo. •ant rinwnnenoa owovnp•M•!L a tat 0 itC6*ON Ya UluSNOT tA3t! 4048WOVIG VON 6u04d ,/ NOttY77Y1SN1 DOOM) fi6CC£•ttI 'oOWM'aaa Moe 'O'd � s �17i 3an$$3ad MOO Ar Mu Lloz) •03 NL9 al 31rodn 9z t l4z •0NI 18INVIinsN00 DMCI (18 ST/ A 9N3S5V 60 IdVd ������tttlYiNO)rjrl�r t3atcr ON 3'd Non7nn 03ddno " ,gyp'; .,,•. r7PIOwtl Y•nun uMOO °J.01100iLd 3 ti S 8 LM$i J9gDP) WON t�rwft N �p b p p p ir�� a' n "R' �t 4ii -0 GMi 9 !2 X 8 8 S a a a a O � o x wj9 NWJNIW.'XVW ' o O f 9'�M'8-t'Lt45t liKLt EIKt'tils�+!M�+O-31sur+AMWEtKt IASIRnaddp MPOM 9PPOIJ-NLN3NVVVM SWPuN 4045�;oM1lltiva�ply 0 00 Note: Window unit not 1 ��i �•'. 'r `.� shownforcicrity \\ eq za II II 11\� UH••� �e • S o=U p.. Qy� 17 O p • 1 N a^ IL It 1X BUCK • p n 3/16'01EW FH concrete screws (See Concrete Anchor Notes,Sheet e) I'MN.EDGE 2 CONCRETE ANCHOR BRACKET DETAIL 2!X Suck DISTANCE 7 Mchor to Mosony thN lx Buck o 0 R 1t]0x l-lrr FH {G>=0.42} Wood Screws 3/1V00WFH cornets screws � (See Concrete Anchor Notes.Sheet 8) 1 WOOD ANCHOR BRACKET DETAIL a m 7 Anchor to 2K Buck 3 CONCRETE ANCHOR BRACKET DEVIL 7 Anchor Direct to Mos M i P ® a � � a m VC Um in o � C x M1 1•M84.EDGE ' W z Muck DISTANCE b b (G>=0.42) c b � b M10x1-I/2FH t2 WoodScwm a a p• • • 5 WOOD ANCHOR BRACKET DETAIL a • z -p • = •• m' z® 7 Anchor to 2x BUCk ,p -• •. - ►. ., a W '^. p • =m p p e •- A. MUCK p p • .. "-� ZZ •A (G>=0.42) V it _ mr- 1213115 i 3/16"01IWFH concrete screws sAc N.T.S. Me 011W Pd concrete screws uNa m(See Concrete Anchor Notes,Sheet 8) (See Concrete Anchor Notes Sheet 8) m JK 4 CONCRETE ANCHOR BRACKET DETAIL 6 CONCRETE ANCMOB BRACKET MAIL OPAVM re,LFS a s 7 Arlrlor 0vecl to Mo60rKy 7 Anchor to Mosonry thu Ix Buck " = FL-15413.7 a c' 34rST 7 Of Nl p Q a WINDOW 6r,UWON ^pp Z 0:O N i 9 C W N m6`-j 4 MASONRY-7 OPENING 1/4•X 2-3/4If° W FH NIUEUON SHOWN FOR a CONCRETE SCREWS(TYP.} REFERENCEONLY 0 SEE DESIGN PRESSURE TABLE(SHEETS 3.4,5&6) FOR QUANTTIY OF CONCRETE OR WOOD o i 2X BUCK ANCHORS REQUIRED PER EACH CUP o Nn U � r U � V C , C Fw a 1101111111011 ANCHORING 2X IIIICR ANCHORING Ln S CONCRETEANCHOR NOTES: 1.Substitufion of equal concrete anctsors from a different suppllermay have different edge le distance and center distance requirements. 2.Concrete anchor locations at the comers may be odAnfed to maintain the min.edge - distance to mortar Joints.ff concrete anchor locations noted as MAX.ON CENTI rmust be S adpsted to maintain the m1n.edge distance to mortar Joints,addlflonai concrete onchors rz may be required to ensure the MAIL.ON CENTER"dimenftm we not exceeded. 3.Concrete anchor table: o 0 ANCHOR ANCHOR MIN. RAIN.CLEARANCE TO MIN.CLEARANCE TO ova 7213115 i TYPE STlE EMSEbMiNt MASONRY EDGE ADJACENT ANCHOR ; srxr N.T.S. ITw _ 3 3 TAPCONO 3/16" 1.1/4" 1-1/✓Y• 1-7/8" c"s.er. LFS IC1 ® 1/4" 1-1/4" 2-1/7 3" onnFL TAPCON FL-t5413.7 "o 'n 4.Concrete steal be 3,000 PSI conforming to AC1301 or hollow block cordom*V to ASIM C90. sHa 8 oF 8 " R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry CY.V.ou%L3U vanwo,rL xi".7 rituim 01.>.amv IY/ Florida Board orproressiooat Engineers Cw1ficatc orAuthorization No.9813 Product Sub Category Manufacturer Product Name Category 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.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 property 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 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-15413.7 for size and design pressure limitations. `Supporting Documents: 1. Test Report No. Test Standard Test Laboratory Sinned&Seated by TEL 02031435 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. 1. Drawing No. Prepared by Sinned&Sealed by No.FL-15413.7 RW Building Consultants,Inc(CA#9813) Lyndon F.Schmidt,P.E. Prepared by illliilf�it Signed&Sealed 2 Anchoring Calculations RW Building Consultants,Inc.(CA#9813) �-.`�,,F'SCH�.�Aoe Lyndon F.Schm dL P.E. .....- Mullions RW Building Consultants,Inc.(CA#9813) ���� �;•'�G E N a^Z �441 yndon F.Schmidt,P.E. (per FBC 1709.8 8 R609.8) ` �, No 42 309 •••� k 3. Quality Assurance Certificate of Participation issued by National Accreditation and .rY Management Institute,certifying that NewSouth Window Solutions Is :w�; STATE pF manufacturing products within a quality assurance program that complies .�0%. a with ISO/IEC 17020 and Guide 53_ ���'��r,+' .4 O R �0 N A`- ���� Lyndon F_Schmidt,P.E. 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