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18-19752
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 19752 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19752 Address: 6115 9TH ST 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: TYSON Est. Value: Parcel Number: 02-26-21-0160-00200-0080 Improv. Cost: 11,280.00 OWNER INFORMATION Date Issued: 5/31/2018 Name: SHEHOW RONALD Total Fees: 150.00 Address: 6115 9TH ST Amount Paid: 150.00 ZEPHYRHILLS FL 33542-3517 Date Paid: 5/31/2018 Phone: 813-713-1357 Work Desc: REPLACEMENT 8 WINDOWS & 1 DOOR CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 150.00 C� Ins ections Required FOOTER 2ND 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. RAC IGNATU PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 2018084565 PimiH Nb: Pi6belIONo NOTICE OF.COMMENCEMENT state of Florida County of Pasco THE UNDERSIGNED hereby fiq?E�,P= no b6made tobertain real property,and in 6ccotdancewhh ChapW713,FMb SIMLAesi the following in 1 this Notice of.Commencement: 407":Is n: .': . -211 661 1 Description of ProperV parcet IderIff"tion No.,, Street Address: 6115gTH STREET ZEPHYRHILLS FL 33542 2. Gaperpl'bescii0i o*n of Imm .R. OVE ANDAEPLACE SIZE P.013.81ZEWINDOWS AND/OR DOORS E & Owner Ifif6mialitin&1assee4fiformalion if U-06 Lessee c6iffict6d for'the3motovement: SHEROW RONALD Narita R1 I R-AT14 ST ZEPHYRHILLS Fi X;7dm�= city -State, I to Owner Name,&Fee*siniliktifihotder (11,different from lowner listed above) Address Pity. Stale 4. Contractor:; New6outhWindow 4901 Tani FL ress city State 5: Surety: Name, _7= City Mier 8. Pendet', Rcpt:1958612 Rec: 10-00 DS: 0.00 IT: 0.00 LimdeeeT1H60hbher Not. 05/21/2018 M. F. , DptY Clerk 7. Persons within-the State of Florida des.ignated by the owner upon whom notices or of her documents may be so"as provided by .'Si6ti6fi7..13'13(j)(ii)(7),,Fl6r!daStdUes: Name PAULA S.O'NE1L,Ph,D,PASCO CLERK & COMPTROLLER Address: 05/21/2018 08:51am 1 of 1 TeMpliohi litimbir'of 061&'aied Park& OR BK .9727 Ps 14,92 8. In'idditidbit6hi the 6wrie&sidhates to receive a mp ction 713.13(1)(b),Florida Statutes: yofflie oes Notice as provided in'Se T*Oh6ne Mtniiber of Poison oi.Enii4 Desi;gmited 15y Owner .1 EViration data of Notice of.Cdmmeri6em6nf,(tbi expiration dati may hot:.he W6rd thWpiwripleri6h of constn1drion end final p4hieintto the; WARNING TO OWNER: ANY PAYMENTS:MADE.BY T14E OWNER-AFTER THE EXPIR4TION OF-THE NOTICE OF COMMENCEMENT ARE CONSIDERED]IMPROPER PAYMENTS UNDER CHAPTER 713, PARTI, SECTION 713.13, FLORIDA STATUTES;AND CAN RESULT IN YOUR PAYING TWICE FOWIMPROVEMENTS.,TO YOUR PROPERTY, A-:NOTIC8**OF COMMENCEMENT MUST'W RECopbEr).AkD Po INSPECTION..,SrrE'BEFORETHE FIRST INSPECTIO ,IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER POSTED 04 ATTORNEY BEFORE COMMENCING WORK OR.RECORDINGYOUR NOTICE.OF.COMMENCEMENT, Ui*rpen*dperjury,I deciareffiati have read five toregoin9 nog--of':qM_er4-d'VUK ttjq fac[SAa*IftejamLare Irate to the best STATE OF FLORIDA &OPNTY-611`�PASCO Signabire of Owner.or Lessee,or ownees or Lessees Autho&-ed Ofr1cer1D"prffia,tner*ana ge.r < Signays T.WO.�The fore qjjgjn%— iw me -I 2Oy 11Ca :R L Np&or officer,misted;�atfidme fate}to attorney fa e.g., __,�cl) r (name;of m,01strul"Ift Fersonaltytfnivnti OR Produced.Idendfice4cm CL---" Prod. Type of Idenfif,ica.fi.b.n. uced E SUSANLPIK�R Fr 4 1_9",0697 I_ COMMISSION F 9-'0697 S tv'y COMMISSION# 0 EXPIRES January y 14.2020 A 7,3980-53 FIow2Ndta(ySejyjce.c0, wpdataftsin cq.. nt oficamm.men me .;100=48 ` STATE[}F FLORIDA, COUNTY OF PbSC%O THIS|STO'CERTFY THAT THE FOREGOING|S A TRUEAND CORRECT COPY OF THE DOCUMENT ON FILE 0ROF PUBLIC RECORD\N THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 2 Phone Contact for Permitting _rr._ITrI_tT 1—I- Owner's Name Owner Phone Number Owners Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address /L JOB ADDRESS I LOT# C� SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TA(NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT EF SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK a2JZ BUILDING SIZE SO FOOTAGE= HEIGHT C� BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATIONI #� f 1 =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO �JJ BUILDER COMPANY l SIGNATURE REGISTERED FEE CURREN Y/N Address C �d License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA I Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREf Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large 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)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Dtrecti'.7 Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public 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 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 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 IMPACT/UTILITIES 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 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—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. CONTRACTOR'S/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: Department of Environmental Protection-Cypress Bayheads, Wetland 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 Services/Environmental 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 time 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,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 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 CONTRACT Subscribed and sworn to(or affirmed)before me this Subscribed nd rn to(o r .dybefore a this by by (its Who is/are personally known to me or hasihave produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped e13-7s0-0020 Cit`•of Zephyrhills-Permit Application FaX e13 Teo 0021 Building Department Date Received — phone Contact for Pernittin -1-1-•ITfTIT _ -- - - - -- Owners Name Owner Phone Number Owners Address Owner Phone Number t Fee Simple Titleholder Name F Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS G!'T/L LOT# F SUBDIVISION PARCEL ID# D•' (OBTAINED FROM PROPERTY T r NOTICE) WORK PROPOSED e NEW CONSTR e ADDIALT SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL Q DESCRIPTION OF WORK Z BUILDING SIZE SQ FOOTAGE= HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I /� =GAS = ROOFING = SPECIALTY = OTHER / n FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO C—PBUILDER COMPANY l ) SIGNATURE REGISTERED FEE CURREK Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/N FEE CURREK Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREf` Y!N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREK Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA Y!N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 � RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, 1 Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW fl tun City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: 24-1 Site: Permit Type: wlq-to T- Approved w/no commentl— Approved w/the below comments: F1 Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. f - Ka1vhrSW1'ff er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) C eneVa;lized l3uilding Schematic 02-26-11-60160-0020.0-0080 Card: 001. REVIEW DATE: wlt r✓ITY OF'ZEPHYR ��"� P.LAN EXAMINEUd 4; . ... ..::. . ALL WORT:SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, �- -F 5-1-1,MDel /ujt�6,, •C NATIONAL ELECTRIC CODE, _ AND THE CITY OF ZEPHYRHILLS -- ORDINANCES .7� � �= ,7-•-c� Ammar L,v�,•� �,�,�.a-P,I Notes: Back Installation Notes: WINDOW �$OLUMNS Iffindow Specification and Detail 'Pursuant to contract with NewSouth Window Solutions M First Fluor Customer 190AIALe-1 Address: 9 r4 5 wtojfa, City: . 1, :-4, .—Zip: Phone.(H) -1-6-135-1 (C) k13- 7,13- /SX7(W) From CorttractDate- Fact P R C ep.: Frames Screens InsufatedGlaw—U It I Grid2ioru kCustemer Approval:.R-"-3"� Glow rotor (WXH) (WXH) Type WIN Location Additional Information Style I-E)MINT SaIas1Mxe'a)sure Opening Size Woke Size Tit I I I r1a,I - 1-fl "I r-I rI A..g, J45, 4,�Fr //0 x x loq7/�,X/,-/yr'IV.1-1. 17,57C 1 1 1 1 2 x 5701 x x;V�� &-I f I I 3 1jakDOM -/-Z-x 5,67 x 4 IA x -I I ---rT I V 41 6ejtV0.-. I,,- 5-?-x 3 P x Aq x 3 7 5 M x 3F x 7AX/x 3 7 V.-, 6 S 2-I x Ze x ZC/S x 2 251 7 :761 X -TV x SYX37 8 P1A1,,&5F U-S X�Z_ x 3-.1 x 9 x ON x 101 x x x x 121 x x x 131 x x x 14 x x x is x x x is— x x x 17 'a x x x 19 K 19 220 x x i Door Specification and Detail Pursuant to Contract with NewSou#h.VNindaw Solutions <!LWRIeN �� �Swing Door Addendum ��®Customer: f zf oP �+� DO Y Y S{ WTIOl1 S Contract Date: y /� city: ¢(� T�ir�S/ � P' 33 J-•(Z.- 1—Cust Approval Address: fT' Facto Re Y .— Phone: 13 -rl (W): f'/3-Ity- NewSouth not responsible for painting or staining. D o (W x H) (W x H) (W x H) Handing 3 = g i o Additional information rt p 3 m D r = or Hardware Location Model# Page# Smooth Textured Sales Measure Rough Make Size RH LH ISI OS s s s s m M,6 sure F—JILIP)htfiq ✓ L x -q1 -26 x SO 71 7 4+ x .130 A,// ell,A 21 x x x 31 x x x 4 x x x 5 i x x x 6 x x x 7 x x x 8 x x x 91 x x x X X X Hardware and Hinge Finish Codes Sill Finishes Codes Outside Outside Outside OStainless Steel Mill-Aluminum 1-1 6 619 Nickel 6 Oil Rubbed Bronze US106 612 Bronze aani wm n..winq �n was ins6 Jamb Depths/Types RWAHawt.'ft Inside teeeawl—ems Inside Inside S I/4 69116 71/4 Outside Outside outride Customer and Measure i ech agree to Door Swin Ntnt Harm a.M¢ Seri Hand Ounwbg nswus inside unwmom. s inside Inside Tech Initial Customer Initial Florida Building Code Online Page I of 5 s Professional Regulation 00$ 0 ramma Z= SCIS Hone : Log In User Registration Hot Topics Submit Surcharge Slats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER:PubilcUser Product Approval Menu>Proputt w AoollGation Search>Application Ust>Application Detail W11111 7 Application Type Revision-) Code Version zoxz ALL WORK SHALL COMPLY WITH PREVAILING Application Status xpproved CODES FLORIDA BUILDING CODE, C�:�NATIONAL ELECTRIC CODE, Comments AND THE CITY OF ZEPHYRHILLS Archived ORDINANCES 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 _�Lss�f Ci Address/Phone/Email REVIEW ATE CITY OF ZEPHYRHiL S Quality Assurance Representative FiLAN EXAMINER Address/Phone/Email Category Wind6ws Subcategory S_n!.�i le-Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L: 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. .41 Validation Checklist-Hardcopy Received Certificate of Independence FLI6 51 R5 C01 jbLCertificate of Diftepen Aence-nd Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSAI0I/T.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/pi _appjtl.aspx?param=wGEVXQwtDqtmrnTSTNdV... 1/24/2018 Florida Building Code Online Page 2 of 5 Product Approval Method Method I Option D Date Submitted 10112/2017 Date Validated 10/27/2017 Date Pending FBC Approval 10129/2017 Date Approved 12/12/2017 Summary of Products Go to Page 41 0 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 Nall Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No EL16051-115—I1 141 W-5-t-LES-5 1 A:Pff 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 16851.1.12d additional use limitations,installation instructions and Created by independent Third Party:Yes product particulars. 168517i_ _9_470_6_§i`Aj1_e 'Extruded'VIbVl7"Non-Impactr1 SfngIe H6Kd'TjIFW!ndow with Limits of Use Installation instructions Approved for use In HVHZ.No fIL6,951 R5 II (b) fiA5 I 1-2.kdf —_ _ 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 R5 AE (b)Eval 16851.2,odf additional use limitations,Installation instructions and Created by Independent Third Party.,Yes product particulars. 16851.3 c.9450 Single Hung Window Extruded Vinyl"Impact'Single Hung Tilt Window New I Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use In HVHZ.No FL16851 R5 11 (b)In5t j6fi51.3,pd 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 lb)Fval-16851.3,odf 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(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R5 rr (b)Inst 16851.4.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:N/A Evaluation Reports Other:See INST 16851.4 for Design Pressure Ratings,any FL16851 R5 AE (b)Eva] 16851-4.pdf additional use limitations,installation Instructions and Created by independent Third Party:Yes product particulars. 16851.5 e.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New I Impact Rated-HVHZ Construction with Nail Fin(OIX-configuration) Limits of Use Installation Instructions Approved for use in HVHZ*.Yes FL16851 R5 [I (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 E_Lj6851_95_AE vaLIM51.5 df 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 I Impact Rated-HVHZ Flange(01X-configuration) Limits of Use Installation instructions Approved for use In HVHZ;Yes FL16851 RS 71 (b)Tnst 16 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/pr__app_dtl.aspx?param--wGEVXQwtDqtmmTSTNdV... 1/24/2018 ST MAX,OVERALL FLANGE WIDTH- - ~XF « �_�' NewSout _ * jet, i 54•MAX.OVM4 L FRAME WIDTH $ t a WINDOW SOLUTIONS ( p 490-1 Oa air Ivd.,Tampa,FL 33610 9 IL f � c 9400 Single Hung window , 1 $ a N wj Flange 'WON-IMPACT" -- z u% 1. This product has been evaluated and is in compliance with the 6th Edition(2017( ti Florida Building Code(F9C).excluding the"High Velocity Hurricane Zone" /� ) n 4 WK). 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. tILI z 3. When used in areas requiting wind bome debris protection,this product is I N required to be protected with an Impact resistant covering that comples with m FBC Sections 1609.12&R3012-12. =w z 4. For 2x stud framing conshucWn,anchoring of these units stall be the some as that shown for2x buck masonry construction. _ Q<o 5. Site conditions that deviate from the details of this drawing require further a a engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS MAX:.OVEMU. MAX.OVEMU: MA1f".. '[0-7rxUAir Haut o a SHW# DESCtHAtl N liilNGt :TRAMP. DAYtAE t>rtYlltF, DF31GNtItESSU1tE n o u :.:,,.. ., . DWENSfOk01MENSipN {PSF1::. z i Typical ations,design pressures rl general notes WlN&mON . ... aNttENuorr ( ( 7 wrc 2 19 14 2 Vertical&horizontal cross sections � N.T.S. 3 vertical&horizontal cross sections SSA"X77.4° SWX76Z 47.Wx31AC GI +50.0 -500 ac.ar: JK4 Buck&frame anchoringS Components 37A"X 73A' XW X 72r 292rx32AC .7W x 32AC 01 +65.0 -75.0 an»a w.:LF 3 m d Bpi at materi glazing details FT.-1s85 1.2 � 0 a sNrtt 1 or. a r. m AiOfent,ANew South Windows PERMANENIW•ltotids ProdUtt AP70,14 lFL•168Si Singie HWVXC-Dr-kV Alt-16851 D'41JW-210 dw0 2b m r � N•r Q 0 x a N N w FA ttIII� O� � N N x N00 c cr s n z to �N 4 8 t•�) m a - M \/ p m m N � a � S o 0 N w � 7a`� n ' . P r � a t• o + H Z :a r A Z ea w do �0 C1 ® v T-114'MIN. T-it4°MW EMe.("P.) \\ 1tt111111tlltlf EMS.�a ry `1\\\Vv �i ` L G No.13408 •_ October 12,2017 E" PRODUCT: Do VVI U PF"aMd W.. SINGLE HUNG WINDOW Lyndon F. Sohrn7dt ~�i '••...».w'••• \�� E 9! N PM No. iSW9 ��jt \\\ IN z 3 M1,7UPDATE TO 81F!ED. 2077 FEtC JK l/l1111111it2 ADDED T.ANCN R LOCATION LFS PART ORASSENBUILDING CONSULTAIJIS,1NC. f UPDATE 7O STH E0. 20l4 F8C tF5� �/P A.O. 0Or 234,Yairlcro,FS.33695 NO � �- DATE 8Y � NORtZONTA. Phan No.: 813.630.9197 EVISI CROSS SECTIONS FSPE CA No. 9013 O 9O1 A R.W.DYILOINa CON—TANTI two. 0.'1OientsWew South Windows PERMANENM-Florida ProduR Apprwals\FL-16851 Single Hung\C-DrawiMPVL-168S1(M17)\FL•165S12dw9 3.6 o m a 3 � n ^^ J VI a x wN A W OQQ IC A c _ O CAPa-n A � O 12 u• Q x0z I' N � m 3 z a e Fe v L � m N m w In N m v A v O A W W � I� V O � n n• Cf It a 1-IMMIN. is EMH.)1rP.J 1-11C MIN. jz \,\16Ltt1111!lITT��i EMIL VV.) _ No.4340 •'y q O1. bw 12,9017 i 7r PRODUCT: Ilaanlle�•r.voee 9n, s�y Ra SINGLE HUNG WINDOW Lyndon F. SOAm1dt � ��. .. P.E. No. 43A09 i \ LL 3 10 08 17 UPDATE TD 6TH ED. 2017 FBC JK ,,7/jllllllll\\\\\\ BUILDING CONSULTMIT^, ING to L.l0 2 9 27 16 ADDED ALT.AIICHOR LOCATION LFS PART OR ASSEMBLY: Q�l P.C. Hoe 230.Volrtoe, R 33395 N6 86 26 27E 5 UPDATE TO 37H ED. 201• F8C By VERTICAL it HORIZONTAL phone No- a13.659.9197 4 NS CROSS SECTIONS FBPE CA No, 9513 02131•R.W.mr-'Ne OCNeULT.We INc. 3 EQ.SPACES 0. SASH F 2X BUCK \ 3 2xsua D 1x8UCK 'm o A BUCK FRAME i k ' K STEEL STUD 4 TYP. � ?a 2X BUCK MASONRYD a OPENING TYP. v MASONRY i z us OPENING SASH a 7 tIUCK ANCHORING FRAME ANCHORING g JSEESNEET21 ` 2XBllCK SASH z x' D TXaucK o FRAME ^ K STEELSTUD p R N ffi TYP. Cal g 2X BUCK $ CONCRETE ANCHOR NOTES: MASONRYOPENING G t.Concrete anchor tocafions at fhe comers may be adjusted to maintain the min, o edge distance to mortar joink $/SH 2 Concrete andw1ocatbna noted as MAX.ON Ct3�tWmust be odj{eted to e h ■ maintain the mrrL edge distance to mats johls.additional concrete anchors i may be required to ensure the MAX.ON Cf3dItR'•dhnonsbn am not exceeded. n N a 3.Concrete anchor table: cam p ''ANCHOR ANCHOR 'M!N-. MIN.CLEARANCE M7N.;C(E-- .II ,•s N z n TYPE SIZE EMAEDtAik -TO MASONRY TO ADJACENT . fUdE'' ..ANCHOR ors:2 19 14 TA►CONe 1/�� P fRAMEAIdCttORIMG a�a N.T.S. JH e EL CO 1•TIA' T' X' ALTERNATE ANCHORING(SEE SHEET 3) enxtrr LFS 3 p UITRACON (MAX.D.P.=50PSF) aaarea 2 w: a z WOOD SCREW INSTALLATION NOTES: FL-16851. l.Matntain a mirsknum SJe"edge distance,!'end distance:R 7"o.c.spacing of °a Gwood screws to prevent the sp6tfmg otwood. sHui 4 or 6 O J R1G erus%New South Nlndom FERmANEM1A.Florida product Apprwals\FL•15851 Single HuaMC-Draw rg VL-16851(3017)VFL-1fi6512Awg 5fi 2.29" 3.2r PY 0062' P o � 2.19" D 2.74° o n T1, y pt !q4l I ---1.78" V Til a•O1 41.2e O O 2 6g r y W p O C1 r T � 1.47 217' 004s° `�`�tltunllur/r// G No.434M ocober 12,2011 PRODUCT: ..o W.Pr.pW e/:�� •t • `+ Q den F, Schmidt '�i ~••�a,,�.�+= ��� � $qg f1 SINGLE HUNG WINDOW p E. No. 43409 _v ^a /rNr11111111 -. J M UPDATE TO 61H ED. 2077 FBC JK BUIL�NG CONSUL7AMS, tNC. -�.t ro 2 DED ALT.ANCHOR LOCATION LF5 PART Off ASSELABLY: P.O. Bon 230.Valrlw. FL 33595 UPDATE TO 5TH ED, 2014 FBC LFS Phon. No.: 813.659.9197 I° iN N 0 DATE BY COMPONENTS PhpE CA No. 9e13 ISIONS O 2a 1♦A.W.eu-No com.ULT/ "1"c. RILL OF MATERIALS ``,`,,'I All ILEA!• OftctlrflON MATMAL �.�•"'•••• •,ti h g 12X BUCK(SG>=0.421 WOOD C 1/4 MAX.SHIM SPACE +� _ D 1/4'X 2.3W PFH ELCO OR UW CONCRETE SCREW STEEL y E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO AC1 CONCRETE _' 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 '�i�•"••.. � j—o In F #8 X 2-1/4-PPH SMS 11-7/16"MIN.EMBEDMENT) STEEL �r�rrtrt 1111 ��,``` o o o z° G 2X STUD 5G>=0.42) WOOD o o H #10 X 2-1/2'PPH SMS STEEL $ E b N J STEEL STUD MIn.Thk.033" (ASiM A653 GRADE 33 FY33 ksi min.Fu-15 k9 m n.) STEEL K #10 PPH SELF-DRILLING SINS STEEL 4 '^ '°c L 10 X T PPH 5MS(1.1/2'MIN.EMBEDMENT) �D, m o a V 1 EXTRUDED VINYL FRAME(465)' RIGID PVC `Z 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC $a 3 EXTRUDED VINYL GLAZING BEAD(425A)' RIGID PVC 4 SILL (469)' RIGID PVC 5 STILE 438)' RIGID PVC 3 6 MEETING RAIL(477)• RIGID PVC I �a 7 LOCK RAIL 476 RIGID PVC Z 8 BOTTOM RAIL 14BSB)• RIGID PVC zz R 9 MEETING RAIL REINFORCEMENT 6063-15 ALUM 4 q 10 LOCK RAIL REINFORCEMENT 6063.TS ALUM x W 0 11 SASH LOCK z a mQ 12 KEEPER g 13 BOTTOM RAIL REINFORCEMENT 6063-TS ALUM 14 HEAD ADAPTER(473)• RIGID PVC 18 STILE REINFORCEMENT 6063-T5 ALUM 518• m 20 WEATHERSTRIP - GLASS BITE 7/8'O.A.GLASS THK. 21 BALANCE COVER(4681 RIGID PVC GLAZINGSEALANT o 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(4671' RIGID PVC )PIRA#1895) 24 1 BULB GASKET(AMESBURY) FOAM 1/9'ANNEALED GLASS c 5 c N O N •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY att v+ EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS.. LU w g W o in b a�n CD r p K 8 AIR SPACE t/8"ANNEALED GLASS S i METAL REINFORCED BUTYL ^m m z O N N Q z E Gt GLAZING 19FTiUL ^°1 z e 1: Dare 2 19/14 ? save: N.T.S. 3 ON.er: JK m CHl.ar: LFS 3 Cau,rc wo.: � L n FL-76851.2 c wa 8 or 6 10 O[ R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valriao,FL 33595 Pime813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No,9813 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" 813 626-6000 Scope: Product Evaluation report issued by R W Building Consultants,Ina&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 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-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 Renort No. Test Standard Testing Laboratory Slaned by ATI C7180.07-501-44 AAMA1WDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Michael D.Stremmel,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 products within a quality assurance program that complies with ISO/[EC 17020 and Guide 53. '``,���, ENS-. ;to * No 43409 :,90 STATE 0 , ', so0 A i�`t`' Lyndon F.PE Schmidt, P.E. 8i8a8 10/12/2017 Sheet 1 of 1 Florida Building Code Online Page 1 of 5 Business & Professional Regulation BCIS Home i Lop In i User Registration i Hot Topics S Subnut Surcharge Stats&Fads Publications FBC Staff 1 BCIS Site Map ; Links i Search I Ore Product Approval USER:PublicUser Product AooroVal Menu>Preduct or Aoollatlan Searth>Aoolication Ust?:,Application Detail e FL* L FL"16842 114,� Application Type Revision-. Code Version F2017--rr Application Status Approved-=,, 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@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows—j Subcategory Horizontal-Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EJ 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 FL16842 R4 COI (c)Certificate gf Indeoendence.odf Referenced Standard and Year(of Standard) SUndard Year AAMA/WDMA/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 2005 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 1/24/2018 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method I Option➢ Date Submitted 04/11/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Summary of Products Go to Page 0 Page i/2 0 0 FL# Model,Number or Name Description 16842.1 a.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window XO utilizing a Nall fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)rnst,16842.1.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 Queer.See INST 16842.1 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.Lodf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842:2 naSidii_'WhawwlI.- t g XO Flange Installation(XO or OX configurations) f Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 11 (b)Inst 16842.2.0f 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 16842.2 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.2.odf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 16842.3 c.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-Impact Rated Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (bl Inst 16842.3.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 16842.3 for Design Pressure Ratings,any FL16_684_2 R4 AE (b)Eval 16 42.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.4 d.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated Flange Installation(XO or OX configurations) Limits of Use Instaitatlon Instructions Approved for use in HVHZ:No FL16842 R4 11 (b)Inst 16842.4.0f 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 16842.4 for Design Pressure Ratings,any FL16842 R4 AE (bl Eval 16842 4 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.5 e.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-Impact Rated-HVHZ Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16642 R4 11 (b)Inst 16842.5.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 16842.5 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.6 f.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated-HVHZ Flange Installation(XO or OX configurations) https://www.floridabuilding.org/pr/pi app dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 1/24/2018 .... ew out ±WINDOWSOWTIONS z itra+ —75"MAX.OVERALL FLANGE WIDTH ���'�/ * ` �,` i o d 4901Oakf°au vd.,Tam pa,FL33610 Z4'MAX.OVERALL FRAME WIDTH ' �� �►� gg.._ 5 a i 1.4 Series 9000 Model 9500 SLIDER XO Ise w/ Flange s1g "NON-impACT' W GENERAL NOTES Y ¢u o 1. This product has been evaluated and is in compriance with the 6th Edition (2017)Ronda Building Code(FBC)structural requirements excluding the al c "High Velocity Hurricane zone'(HVHZ). x 2. Product anchors shall be as listed and spaced as shown on details. g Anchor embedment to base material shall be beyond wall dressing or stucco. - - o 3. When used in areas requiring wind bome debris protection this product is R o N required to be protected with an impact resistant covering that complies w o w with FBC Sections 1609.1.2&R3012.1.2. x 4. For 2x stud framing construction,anchoring of these units shall be the B same as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. /���/ -MsW.OWML( MAX.OWRA i A�.-. .. .-MAN v .. E 1Fr I1161iVK N O N 4W- F DAY IllE. DAY IRE GLASS a RANGE. FlU6AE DUA19a aN DI61FM,1rON .: TABLE OF COlV1Ef�R5 ... dYf'E. SHFFi# DFSCR1PffON D{61EN31ON.• WMENSfaN (p►FltAetEl ( �7 M& NEG. 1 Typical elevations,design pressures&general no 75 0'X 63 C 740-X 62 0' 3s s•x S6 S7• 3F 6'X 5775 01 +45.0 -0.0 g 2 Vertical&horizontal cross sections G2 +55.0 -60.0JK 3 Vertical&horizontal cross sections 61A-X 61A- 60.Ir X 60.7 2SA-X 64.31- 26S X 55.75" Gt +50.0 .50.0 CW Y. F m' 4 Buck&frame anchoring "`�a° L� 3 owawc Mo: a x 5 Components v 6 BR of materials and glazing details FL-16842.2 0 SxW_L or 6 0 u a NOTE Sheet Metal Strews must perrehate a r 'n K mtn.of 3 threods through ot least 2 sheets of = si %ti n metal)mandoln a mh.3/8 edge dibtance). O t 2 1111*r 2 O 2 /r. GI HE G2 S 9 cW 4 4 02 2 C 3 2 Note: 2 n Na S 1.Lock and keeper located Thom 2 L7 17 SEE NOTE 3 $'o a o each end of Iock/meeBng sft. �+ 41 z y 2.Metal roller assembly located 7 fromCOeach end of the bottom mi. 4 HORIZONTAL CROSS BECKON z yW� 3.MtNN secued to head with 2 Metal Stud Co G2 GI (6)Y6x1/2'FPHSMS. Ek a Lam' a 3 &ill 1 a EMB MR C".).) A 4 a d 02 Gl 3 C C 2 w • 6 • N�N F 10 ] G1 02 W=tv z SEE NOTE 1 tt 14 SEENOTE 2 0 En 12 ��0 16 7 • G2 G1 Cgo q g . .. 3 D =m=' w • N N N Q j S • � a • . N m�o� i z , • z N^Z v 6 t D E ° mn:: 2 19 14 = DO N.T.S. 3 D t 2 EMB.(IYP.) au.or. A c S� E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION3 VERTICAL CROSS SECTION Dftkww NO.: °I`�" Lis ; 6 2 2X Buck Masonry Construction 2 I X Buck Mosotvy CorM.O- 2X Buck Mosorry Constanffon FL-16H42.2 sr¢cr 2 a 6 p a `��••,....... ice' a NOTE.Sheet Metal Screm must penetrate a K rnis.of 3lhreads through of least 2 sheels of _ S n rnetal(maintain a n*L 3ff edge distance). C 1 �''•. one 3 X 3 G2 E e ^ �� gX24 d� G1 a m d ii 4 4 C v / �z i 1 L 8 C 0 J z PN Note: 3 2 ^ro F 1'.Lock and keeper located T from 3 2 17 SEE NOTE 3 � each and of kxk/meeting stile. 2 Metal roller assembly located 2'tom U � 4 HORIIOMAi CROSS SECTION � each end of the bottom roll. 3 Metat stud CorshucttonP 3.Antwm secured to head wBh G2 G1 5 � (6)M6 x 1/2'PPH SMS. E 6 ALTERNATE ANCHORING LOCATION 8 V 3 1-1/4'MIN. SHOWN ON THIS SHEEP a a EMB.)TYP.1 C A 4 Ig m G2 GI 3 31 V. ' C C 2 15 o� 8 � � a L a Now 10 7 G1 G2 Er SEE NOTE 1 11 W 2 D 14 S&NOTE2 z rn s 12 0 4 r G2 G7 C > o c L o a 3 1 ' � . • ryNQ j .D = • ' ' , • W N z tl d 1 E a DAme 2 19 14 = 9 1-1/4'MIN. o sr-- N.T.S. 1 2 EMB.ITYP.1 arc.ft JK e - E 1 HORMONAL CROSS SECTION 2 HORII MAL CROSS SECTION 3 VERTICAL CROSS SECTION _ ,p,LF5 3 2X Buck Masonry Construction 3 1 X BackMosorry Consfiudton 3 2X Buck Masonry Construction FL—t 6842.2 c n ssw 3 or 6 0 G d g 30--j7 llIH6 wo"Io ONU*a4 i—ad cm Manz POOM i (£133HS ES)ONRIOHJNV 31YNb31�y ° pQt{00Cs'°'0.f 9'ea70{gpP�.l'a0wt»aOpa 9/S.w.-e^"°Wo7yqy•1 z Z'Z6B91-1j 'NMOHJMY 3N17i NOfI vIAA a :00 xa�vna 7S E Shc :A va i .l iIt-1 ilt N onnn 5 Hf US UQ NO34VL 0 '1'N a>ns t i S i/l•t ill • µU 5 _ OMW , 39 . .1P9W�Y1Y3 21S .3d:LL .: n f! 6i/Z 'uw y fua-+vfOvi °d dl WNOSYII!Oi a. o z 3�tmvd7o-NI.w 3:)Wnvmz;:Nm `MYl _ IIOH�xtl tok�ly' _ O ..iv G •o :a1401 XKrJ+fl wQrJUOJ T z �C ommn 'POP99=9tou am UOPOMP.76IN-O NO 7(VYv.D41 QMO+o 01 PWn°w®Q 4 y i >, N mnn°war�uoo 10�0Q5PP0'INFlA01Au+w GOWW cepa•uw aw L*)&Rm b ONIN3d0 W Pala0a41snur x?1NJJJ No 7fvM4 s0 Palou w0f/°�al>m w•+ z in m MENOSM 'WwW.o;.-u 0100001AP Depa o e41 u10m—01 Pool-aq Am&-=ap 10 amym017o4p»wamco•1 :910x IlON m o OW'931S $ xJne A xJnext a ensxZ � ono n )ions xZ 7 3Wyll g CAB N r On z ('dASISI g L(d S (Z 133HS 33S) $ SHMOHONY3WVY�J 9HMOHJNYX7A9XL 4 p � ONMJO rn ANNOSYV4a o — ORLS i331s N xJoa xone N )woxt tmsxZ ensxt O C VN A;' 6 xOnexZ 3 MM _ Z N^ •L m O• rj ; r• .••IJ L �m�� �• tip% � ('dAlli—H `•• I L vdp J /—''* '** '--- u - W F. "O y 3.29"------« 2.dt" TLfa ZC N -- a o ph o pl,.4�6 --�o�- aab" D TI —�- I 0.21 V o •5 0.94° p o:0 d Lo. 217' qq C,clobBr O8,2011 R PRODUCT: 0-M."Ih Prpond or ram- NCwSaufh Lyndon F. SafoIniat �� •-• �"••w'�` ( P.E. No. ♦3409 3 9 22 77 UPDATE TO 8TN EO. 2017 FOC JK R .y 2 9 26 T8 ADDED A T. ANCHOR LOCATION LFS PART OR ASSENB�IiY; BUILDINO CONSULTANTaoS,�NC. 75 UPDATE TO 5TH ED. 2014 FBC LFS P.o. Sox 23D.Valn . PT.D3893 Iff' N } N6 DATE BY COMPONENTS REVISIONSFBPE C.A. No 08t3 0197 0 2014 R.W.BUIL-0 OCNam—Ts INC. 811.1.OF MATERIALS ��`�,� .••'" '�i firm I mcwnON MATERUL B 2X BUCK(SG?=0.42) WOOD _ �=ro C 1/4°MAX.SHIM SPACE fll e o D 1/4'X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL z I a MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO AC1 •.......• '• .`� ~- 10, E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE /'�����rtrr�i i►► ``` 9 z F #8 X 2'PPH SMS(1-)/4'MIN.EMBEDMENT) STEEL a•; i STEEL STUD Min.Thk.W (ASTM A653 GRADE 33 Fy--33 ksi min..fu=45 W min.) STEEL 1/2• V "$ K #1 D PPH SELF-DRILUNG SMS STEEL GLASS 81FE 7/8"O.A.GLASS THK. Ri E Z c 9 w L #1 D X T PPH SMS 1-1/2'MIN.EMBEDMENT) STEEL GLAZING SEALANT 'm a 1 EXTRUDED VINYL FRAME(439)1 RIGID PVC (PECORA#895) 2 EXTRUDED VINYL GLAZING BEAD 736A RIGID PVC 1/e"ANNEALED GLASS � g� $$ 3 EXTRUDED VINYL GLAZING BEAD(425A)• RIGID PVC 4 BOTTOM RAIL(424B)• RIGID PVC 5 TOP RAIL(4781• RIGID PVC 6 MEETING STILE(477)• RIGID PVC O 7 LOCK STILE(4761' RIGID PVC AIR SPACE a LL 8 HANDLE STILE(475B)• RIGID PVC 5o r 9 MEETING STILE REINFORCEMENT 6063-T5 ALUM O T!8`ANNEALED GLASS 10 LOCK STILE REINFORCEMENT 6063-T5 ALUM THERMOPLASTIC SPACER m z 11 SASH LOCK - Gl GGITHG DEUR x 12 KEEPER - 14 ROLLER(TRUTH#2433-1000) � o 15 SILL RISER d063 i5 ALUM $ 16 ROLLER TRACK 6063-T5 ALUM a 5 17 ANTI LIFT ALUMINUM 6063 T5 ALUM m 20 WEATHERSTRIP .187'X.29G] •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES W-AAMA CERTIRCATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GLASS WE 7fir OA GLASS 1HK. GLAZING SEALANT G (PECORA#895) 3/1B ANNEALED GLASS �®R Z rn AIR SPACE $a S s 3/1B ANNEMED GLASS ^e Q - w THERMOPLASTIC SPACER N N N Q G2 GIAZITJG DEfAH "O O ° na Z o 0 wre 2 19 14 z 0 � suac N.T.S. � 3 _ ON.sc JK m r Uac er: LFS 3 a � ORA'w�G NO.: � FL-16842.2 0 N GSNnr 6 OF 6 G a R W R W Building Consultants, Inc. B Consulting and Engineering Services For the Building Industry C P.O.Boa 230 Wrieo,FL 33595 Phone S13.659.9197 Florida Board of Professional Engineers Certificate of Auffiediation No.9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions Series 9000 Model 9600 Slider XO Windows Horizontal Slider 4901 Oak Fair Blvd wi Flange Tampa,FL 33610 "Hon-Impact" Scope: Product Evaluation report issued by R W Building Consultants,Ina&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. 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 home 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-16842.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16842.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No, Test Standard Testing Laboratory Sinned by AT[C7536.07-501-44 AAMAM/DMAI101/l.6.2iA440-(08)(11) Architectural Testing,Inc. Michael D.Stremmel,P.E. TEL 02031566 TAS 201,202,203-94 Testing Evaluation Labs. William B.Shelton,P.E. 2. Drawing No. Prepared by Sinned&Sealed by No.FL-16842.2 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. Quality Assurance SCHI!/ -%.� Certificate of Participation issued by National Accreditation and ����V..•.G N 3•'•T Management Institute,certifying that NewSouth Window Solutions is manufacturing products within a quality assurance program that complies No 43409 with ISO/IEC 17020 and Guide 53. �1) STATE OF ii0 •p R 1�:.• ���� Lyndon F.Schmidt,P.E. '�- 44� FL PE No.43409 I. O tVA� AYoti9,t;E 10/12i2017 Sheet f of 1 Florida Building Code Online Page I of 5 --—------- FLCrMA rXPAPTh1&Nn W Business Professional Regulation BCIS Home Log In User Registration not Topics 4 Submit Surcharge Stab&Facts PubUcati ons E F8C Staff SCIS Site Map Unks Search Product Approval r is USER*Public User Product Approval Menu>Product or Aonlitdtion Sea2h>Apollcotion List>,Application DMIJ • FL# Application Type Revislon-. Code Version 6017..... Application Status Approved Comments EM Archived D Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak Mir bled tampa,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rick-w@rwbldgoDnsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory H?ri�ntal- liddr' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-1 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.Ming,P.E. 1q, Validation Checklist-Hardcopy Received Certificate of Independence FL16842 R4 COI (c)Certificate of Inde2endence.ad Referenced Standard and Year(of Standard) Standard YANK AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSAI0I/I.S.2/A440 2005 AAMA/WDMA/CSA101/1.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/i)r/pr�_appjtl.aspx?param--wGEVXQwtDqtmmTSTNdVPs... 2/1/2018 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/11/2017 Date Validated 10/20/2017: Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Summary of Products Go to Page 0 Page 1/2 0 0 FL# Model,Number or Name Description 16842.1 a.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window XO utilizing a Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)Inst 16842 1 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 16842.1 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.1.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars, 16842.2 b.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window with XO Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 ]I (b)Inst 16842.2.12df 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 16842.2 for Design Pressure Ratings,any FL16842 R4 AE fb)Eval 16842,2.Ddf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 16842.3 c.Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-impact Rated Nall Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 11 (b)Inst 16842.3.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 16842.3 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.4 d,Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)Inst 16842.4.0f 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 16842.4 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842 4 odf additional use limitations,installation instructions and Created by independent Third Party:Yes product particulars. 16842.5 e.Series 9000 Made[9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-Impact Rated-HVHZ Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R4 II (b)Inst 16842 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 16842.5 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.5.adf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.6 f,Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated-HVHZ Flange Installation(XO or OX configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPs... 2/1/2018 Florida Building Code Online Page 3 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes fLI¢.842 R4 II (b)IRst.16842.6.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 16842.6 for Design Pressure Ratings,any FL16842 R4 AE (b)Evai 16842.6.0f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.7 g.Series 9000 Model 9500-3 Slider Extruded Vinyl"Non-impact"Horizontal Sliding Window XOX utilizing a Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)Inst 16842.7.0f 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 16842.7 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.7.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16$42:8 h.Series"9000191 de19560 3-911der Extruded=Vinyl"Non-Impact"_Horizontal SI_iding Window with .Flange,Installation(XOX,configuration) T" Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)Inst 16842.8.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 16842.8 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.8_pdf additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. 16842.9 1.Series 9000 Model 9550-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XOX-Impact Rated Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16U2 Rq li (bl Inst 6842 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 16842.9 for Design Pressure Ratings,any FL16842 R4 AE (b)Ey L 16842.9.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.10 j.Series 9000 Model 9550-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with ]mpact Rated Flange Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL16842 R4 II (b)Inst 16842.10.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 16842.10 for Design Pressure Ratings, FL16842 R4 AE (b)Eval 16842.10.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.11 k.Series 9000 Model 9550-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XOX-Impact Rated-HVHZ Nail Fin Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R4 II (b)Inst 16842.11.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 16842.11 for Design Pressure Ratings, FL16842 R4 AE (b)Eval 16842 11 odf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 16842.12 I.Series 9000 Model 9500-3 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XOX-Impact Rated-HVHZ Flange Installation(XOX,configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R4 II b)Inst 16842.12.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 16842.12 for Design Pressure Ratings, FL16842 R4 AE (b)Eval 16842.12.odf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 16842.13 m.DuraGard Slider XX Extruded Vinyl"Non-Impact"Horizontal Sliding Window utilizing a Nail Fin Installation(XX,configuration) i https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPs... 2/1/2018 NewSouth WINDOWsournoNs =�`. • _� Em� 11T MAX.OVERALL FLANGE WIDTH 4901 Ovd.,Tampa,FL 33610 111'MAX.OVERALL FRAME WIDTH O ! o z =U 113 Series 9000 Model 9500 3 i SLIDER XOX w/ Flange rrr "NON-IMPACT' I X GENERAL NOTES s 1. this product has been evaluated and is to compliance with the 6th Edition(2017) Ronda Building Code(FBC)structural requirements excluding the"Ngh Velocity gHurricane Zone"(HVHZ). pa 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to boo mated shall be beyond wall dressing or stucco. 3. When used h areas requiring wind borne debris protection this product is N y required to be protected with an impact resistant covering that complies with W�� _o FBC Sections 16M.12&R301.2.1.2. N y C 4. For 2x stud framing construction,anchoring of these units shall be the same as E z sthat shovm for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. W TABLE OF COtV1fMS MA7i..aYFRAu::, :,,MAk:OVEItAtt:., ....: :::.::...:.,:. ..;...DAY'1T1E:;.:.•..DAI!'UIE. ;:,.'.G!'lIS'S�: ', :, n a•- SHEENDFSCRtPiION . .:;.:.:.,.:. ..., ,.::.....::.......::::.. .•.afAIE11i610N' :.,'�.'1)iMENS10k: . ::':;j9'PE::" : .: �`':::';:`..>::'.. M Typical elevations.design resaaes&general notes D!MENs10H':':•:OIMEMS1oH: •. ;;.;(Of6rARlE)_:`.'. :._i.`?11D).`:.:: `a::: ._;3roi.'::....NF6 ... �"T� 2 20 1 a o Vertical&tloraontal am sections scKa N.T.S. 3 Vertical&horixorltal cross section ttzo�xs�arnt.axcsr as xs>ss s1 c'x sas �t +43.0 -4�aDK.rN JKBuck&frame anc oring aac er. LFSBill of materials and glazing details a Z F1-76842.8 0 'n sx[Er t or 6 Q ```ttttttt it 4 ii�rri NOTE;Sheet Metal Screws must penetrate a ..� r TK mrtl.of 3 threads through of least 2 sheets of tq r,. J metal tmantain a min.31W edge distance). zr J�� f / INTERIOR 13 � r a • rjlfor)( III 2 X X Z ti o o;.v s�jpj C� �2 - o 3 1 F 8a 1 1 1 2 C Note, 3 EXTERIOR 17 SEENOTE3 N t.each and keeper tcated.s tram 2 HORIZONTAL CROSS SEO N 0 � `9"2' each end at toek/meeitng sole. 2.Metal IoNer assembly located T from 2 Meld Stud Coutruati n w M, each end of the bottom fail. GI 5 z '$ 3.AntFNif secured to head m th `r (b}N6 x 112'PPH SMS. G EXTERIOR 3 WTERIOR 'o I-IMMIN, EMB.(1rP.} A Gl 4 g INTERIOR v• M 3 C INTERIOR C 2 15 o 8 8 mac+ N g N + F 13 01 G1 13 1a 9. SEE NOTE 111i� 7 17 aw �u( . 14 SEE NOTE 2 x a ref i 12 0 1 16 Q Ir _ C a g p F : D . d 3 NNN+d �. Y ' � f ♦ Omlp� D 0 a 1 E oae 2 20 14 i EXTERIOR ti EXTERIOR 1-114-MtN Y Y q z srxa N.T.S. 1 EMB.{TYP.I i; G* X a E rl—'\HORIZONTAL CROSS SECRON_ r HORIZONTAL CROSS SECTION a« er LFS 3 ��VERTICAL CROSS SECTION d 2 2XBuaM.UxwcoskCHon 2 IXButMasonryComtruafion 2 2X&mkMosonyConstruction °a A°N0" a FL-16842.8 n ssccr 2 a f O •c NOTE:Sheet Metal Screws most penetrate a i K min.of 3 threads through at least 2 sheets of A. -- -- 1 metal Imaintoln a min.3X edge distance).C INTERIOR 8 / Za go. 7 P l ` ? GI 1 13 E .. a .. �Iur!*.is ��� 9m�u lea D i i i C 1 2 A 3 Note: EXTERIOR 17 SEENOTE3 H q o 1.Lock and keeper bcoted7'fran ----- --------- _3_ _- - -- -- _ — — -- o�i each end of lock/meeling stile. 0 HORROMA!CROSS SEG7tOW O — y 2.Metal roller assembly.located 7 from 3 Metal Stud Conduction G1 S z ¢o each end of the bottom KA. 3 Mt]-Bft secured to head with (6)e6 x 1/2.PPH SMS. INTERIOR ALTERNATE ANCHORING LOCATION E 3 �I b SHOWN ON THIS SHEET EXTERIOR & 1-1/4°MN. a a EMB.(IYP.I A a INTERIOR o. C'1 3 g B C 12 INTERIOR 8 C 3 15 oho L 13 8 10 13 o d 18 N g N G1 SEE NOTE 1 11 7 G1 • o o LD 14 SEE NOTE 2 n A 12 o • C B wok op3 g • a 03 3 D mm D , a 3 ! nano •7N-� U 1 a 6 E • a , 4 ' DATE: 2 20 14 9 EXTERIOR 9 EXTERIOR 1.1/4MN. Z a srAIL, M.T.S. 5 1 EMB.(1TP.) DND.rn: JK n E 1 HORIZONUL CROSS SECTION 2 HORIZONTAL CROSS SECNCW g m anc er Lf5 3 v; 2X Buck MosonrV Construction 3 Ix Buck Mosom oomtruct'ion Buck sCorRvyOtl r z 3 2X 2X BVCk Construc FL-16842.8 n p A sl4.t7 3 or 6 p 6 a .. ci MASONRY ��'j,•• -• \��~�+>°ma OPENING 5.S q���rlu*Ill \\�\` $n n z V N 8'(TYP,) 4 13'MAX O.C.(IYP.) o S$_ mP•)� _ w 8§S 9 @W gon ex° y � 9 FRAME F L 2X BUCK 2XSUB BUCK 2X SUB D 1X BUCK a BUCK z o MASONRY K STEEL STUD m y s OPENING MASONRY TYP, z W u t> e OPENING U m p o_ U � o s TYP. ci & p a I a �Fa BUCKANCHORING N N FRAME ANCHORING 0c to W=W O cn RJR a Q w CONCRETEANCHOR NOTES: N o Conaeta oncnor at the caner maybe oeyusted to mainldn the min. edge Olsfance to mortoajoMls. o LL 2 Concrete anehorloeotlom noted as'MAK ON CEMWint6t be adAnted ia N N ry Z matnteln ihemit.edge distance to mortar/otnls,addElond co ,,a anchaa may be requted foensue fne'NMX.ON CftJ1ER"dlmerAors amnotexceeded- �Ott 0 9.Concrete onchw fable: O o � . ..� .. ... . MfNrC7EARMlCE 'M1N.C1fAIMNCE z a fE .ANCHOR:.ANCHORb.MIN:..'.' ..7b.MA;ONRK•. ':70 AQJACEM DAM2/20/14 i :;lYPE.": <:`.SIZE,_::. .EMDED.MEIR . N.T.S.ITW � a 7ArcON• 1.1/4 ? 4 CaG.W: JK D L ElcO iJC i-1M 1' cm.air. LFS 'o UITRACON z eR� no.: wo00N07ES FL a 1.Molnfd5CRElV1NSTAIU710Nna ml*nLwn s/8-edge dBfance,t"and dBMnce,6I"0. Wooing of —16842.8 0 `s wood screws to prevent ffw spmMtg of wood. sHEET 4 or 6 a Q b Rj F O O G? T®rn y 3-29" a } o b N o a o 1.24 �c� 0 0 cl tO6' OX 0,06 �o1 2II cl �4 L: 0.47 T Til, � v� N o I f_II 0 Q _ M O.OT' I s � o �l 11 IT=[ Til E= } 1.4Z `�tttt1t11lFgtrttt C}CtDber 08,2017 y4 Y PRODUCT: Dmanant.Popon.e BY�j�% wt NewSouth Lyndon f.Sefimidt ��" �Z N UPDATE OTH W. 17 FDC JK P.ENo. 43400 �lllfffl5ttt%t`,`, $ 2 9 28 16 A DED ALT. ANCHOR LOGTTON LFS pARi OR ASSEMBLY; G�J /BUILDING CONSULTANTS, INC. UPDATE TO 5TN ED. 2014 FBC Lf5 s/L��/ P.O. Bmi 230, VotAeo, FL 33595 NO. ATE BY COUPONENTS ry Phone NO:aMB59.9197 EVISI S .FSPE C.A No. 9E13 ®apt 6 R.W.6Uaoiwa OONeu�*enre Iwo. BILL OFMAWRLW REIN/ MCRlWTON MAIE]tlAl �~ B 2X BUCK(SG>=0.42) WOOD C IX MAX.SHIM SPACE = ?S * ? gy m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E SI - '*"MASONRY DDO I CONCRETE CONCRETE 301 OR HOLLOW BLOCKCONFORMING TO A CONFORMING ' F #10 X 7'PPH SMS 11-1/4"MIN.EMBEDMENTI STEEL J STEH.STUD Min.Thk A33" (ASTM A653 GRADE 33 Fy=33 ksl min„Fu=45 0 min.( STEEL o z� K #10 PPH SELF-DRILLING SMS STEEL $ L #10 X 2"PPH SMS(1 1)2"MIN.EMBEDMENT) Sim � of 9 0 o a I EXTRUDED VINYL FRAME 439)' _ RIGID PVC_ LL m a a 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC 3a 3 EXTRUDED VINYL GLAZING BEAD(d25A ' RIGID PVC 4 BOTTOM RAIL(424B)' RIGID PVC a 5 IOP RAIL(478)' RIGID PVC 6 MEETING STitE(477' RIGID PVC 7 LOCK STILE 4761' RIGID PVC 8 HANDLE STILE(475B)" RIGID PVC r 0 9 MEETING STILE REINFORCEMENT 6063-TS ALUM 10 LOCK STILE REINFORCEMENT 6063-TSALUM W o I SASH LOCK z = 12 KEEPER - ma dOd3-TSALUM 13 HANDLE STILE REINFORCEMENT �I s 0 14 ROLLER(TRUTH#2433 T 000) Sff GLASS BYTE 7/r OA GLASS TWL $ a 15 SILL RISER 6063-T5 ALUM " id ROLLERTRACK 60d3-TSALUM 17 ANTIkM ALUMINUM 6063-TS ALUM i GLAZING TAPE 1 Ar ANNEALED GLASS IS BOTTOM RAIL REINFORCEMENT 6063-TS ALUM 20 1 WEATHERSTRIP(J87"X.2M - �6 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY yON EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". CD AIR SPACE S e ti a o= I/8'ANNEALED GLASS o >w J Y- METALREINFORCEDWIYL ¢m $ �86 �Qat z h p h GT GtATTtt6 OiE7AR N n N d � S nN'Z o u CAS:: 2 ZO 74 = 0 SCALE', N.T.S. 5 � arc.ar: JK m o+c er: LFSci ; FL-76842.8 a E 6 or 6 u a R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry B P.O.Box 230 Valrico,FL 3359S Pbone 813.659.9197 Florida Board of Professional Engine=CepiGcaro of Aulhorizaion No.9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions Series 9000 Model 96W4 Slider XOX Windows Horizontal Slider 4901 Oak Fair Blvd w/Flange Tampa,FL 33610 "Non-Impact" 813 62"000 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 10 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 fisted 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-16842.8 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16842.8 for size and design pressure limitations. Supporting Documents., 1. Test Report No. Test Standard Testing Laboratory Signed ATI D2151.04-40144 AAMAIWDMAl101/1.S.21A440-08 Architectural Testing,Inc. Shawn G.Collins,P.E. TEL 02031566 TAS 201.,202,203.94 Testing Evaluation Labs. William B.Shelton,P.E. 2. Drawing No. Prepared by Signed&Seated by No.FL-16842.8 RW Building Consultants,Inc:(CA#0813) 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 products within a quality assurance program that complies with ISO/IEC ' 1t1111111jillP 17020 and Guide 53. ���;$C Nib/ No 43409 ': k �-0 1. 1. .3��••.�;ATE OP,e ��� Lyndon F.Schmidt,P.E. �� � FL PE No.43409 Sheetl ot1 S+ON 10/12/2017 A;� ��� .Florida Building Code Online Page 1 of 5 w--s�- —ta, -ems ;-ry-~,-,;-- -Rr--r,'""� "'6.:- n:' ,;• -- �,,,..c ' _i_,_� r. - c�� p., a' 4,,IiVe� e e ® •y` 0 .. - ,.�.. .. . BCIS Home j;Log In I User Registration Hot Topics j Submit surcharge Stats&Facts ; Publications I FBC staff i BCIS Site Map i Links Search j �I,ffd ;11 Product Approval r "0!USER:Public User Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail FL# EFL-15213"rR3 Application Type Revision Code Version ' 17 Application Status Atpp d' Comments Archived Product Manufacturer Plastpro Inc,/Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors— �__�, Subcategory Swaging Exterior Door-Assemblies 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 FL15213 R3 COI (b)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/W D MA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 5/11/2018 .Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15213 R3 Eauiv (a)Equivalency of Standards odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products Go to Page 4d 11b 116 Page 1/2 FL* Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.1.1)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 15213.1 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.1.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.2 b. Smooth/Wood Grain/White Wood 68"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.2.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.2 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.2.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.3.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.3 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.3•Ddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.4.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.4 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.4.Ddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.5.Ddf https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 5/11/2018 .Florida Building Code Online Page 4 of 5 15213.12 I.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame"Glazing-Inswing/Outswing(XX- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.12.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings, FL15213 R3 AE (a)Eval 15213.12.0df any additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. 15213.13 m.Smooth/Wood Grain/White 6'8"Non-Impact"Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Series N Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 11 (a)Inst 15213.13.13df Approved for use outside HVHZ:Yes Verified By: Lyndon F, Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.13 for Design Pressure Ratings, FL15213 R3 AE (a) Eval 15213.13.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.14 n.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.14.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.14 for Design Pressure Ratings, FL15213 R3 AE (a)Eval 15213.14.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.15 for Design Pressure Ratings, FL15213 R3 AE (a)Eval 15213.15.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15213.16 p.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO Fiberglass Door -Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.16.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.16 for Design Pressure Ratings, FL15213 R3 AE (a)Eva[ 15213.16.1)df any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 153�1 G�Smooth/,WoodyGrtain/White Wood 6.'8 Non�Impact".Glazed'FiberglassxDouble Door utilizin Grain/Rustic�Mahogany-Series N"" "Lip Lite'-Glazing Inswing/.Outswing.(XX Confer igo�n -Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 II (a)Inst 15213.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings, FL15213 R3 AE (a)Eval 15213.17.odf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15213.18 r.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.18.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 5/11/2018 plastpro _ 14:i 5200 W. CENTURY BLVD. z -W'• c u,n LOS ANGELES, CA 90045 �"•..- m off•: Smooth/Wood Grain/White Wood Grain 7A.00°MAX.OVERALL FRAME WIDTH H; yRustic/Mahogany s v�3 m d H � 9 W Series N Fiberglass Door &;o� INSWING/OUTSWING # d "NON-IMPACT' Z Z j0 2W '$ GENERAL NOTES 5i I. This product has been evaluated and is In compliance with the 6th Edition(2017)Florida - Building Code(FBC)structural requhemenfs excluding the Kgh VeloctlyHurricane Zone" o s 4 (HVHZJ. 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to m base material shall be beyond wall dressing or stucco. o 0 3. When used in areas requiring wind borne debris protection this product is required to be - protected with an impact resistant covering that compiles with FBC Sections 1609.1.2& b _ _ R301.2.1.2. $ in nR z 4. For 2x stud framing construction,anchoring of these units shall be the some os that shown for w 2x buck masonry construction. 5. Site conditions that deviate from the detals of this drawing require fudherengineering onolysis 12 1!2 by a licensed engineer or registered architect. �3 s TABLEOFCONIEMS i SHEET# DESCRIPRON c' S ` 1 Typical elevation,design pressures,8 general notes o 2 Door net detals "i.`::-:i:OVERALLJ,.,j ;'iaOORs' z`"` '- `DESIGNFRESSU E` S FRAME"i"' 3 3 Horhontolerosssectiam •re;:.::. -sectionand frame stun N.T.S. _ INSWING 74.00"x 82.00" 21.00"x 63.00" +47.0 -47.0 6 Frame anchoring-1X buckmasonry conshuctbn GI rnz.w. JK c _7 Endura astragal details OUTSWING 74.OD"x 80.50" 21.00"x 63.00" +50.0 -50.0 'a" LFS Q 8 all of of matedots,gla detail6 components ".7-: s FL-15213.17 R'0.111,\Pl4stpro.In[PERMANENTIA-Flor'id4 Prod-Appr ls%FL-15213 Fiberglass War-Insw g-0otmnnglC-DmwingslFL 15213(2017AFL-15213.1E-18 dwq 217 F9.25'MAX.DOOR PANEL HEIGHT 63.00•MAK D.L.O.HEIGHT a� O, O Til N- O N ❑ 4 0$ mx �I.ST I� 0—TTill T g ns o I I 775I-- � Q 1191. 3 s n - Q2 - 3m a m� N 0 m 21 — n o % C o H c � S ; D Z D n D m m m m r m a 0 Z N Z `n� a n m 4/1 sNf1 N z A O � � No.43409 ' October 19,2017 PRODUCT: pxurtgnia Prepare4[Iy. .,AL�• Lmdan F.9chmldl '.FS•• a?!?�•`O.��� N o \ FlRE PLASTIA55 FRO INC. F.E.No,a34o9 N _ ? mVK '' O 111111 `` e y m 2 IO 19 17 UPDATE TO 6TN E0. 2017 FBC LF3 PA31T OR ASSEMBLY: 1/V BUILDING CONSULTANTS.INC. T W Vl— I 4 22 15 —0.1 70 STH E0. 2014)FBC JK P.O.Boy 230,Valrlco,FL 33595 NO DATE BY DOOR PANEL DETAILS phone No.:813.859.9197 REVISIONS- FBPE C.A.No.9873 0 2012 R.W.euunwR Ce.,eu�.nr,re I„c. `;Off.:........,. I 21 20 A on z v 18 B 7 INTERIOR 405. � X 3 2 X :a 4 E ; 3 o EXTERIOR 6 441 HORIZONTAL CROSS SECTION n zo 3 Shownw/Ixsub-buck j o I-I/4•MIN. 4 4 I-1/4•MIN. ul s FMB.(TYP.) EMS.(1YP.) F NOIE: D C O.1S 1.As noted in the test report astragal was attached US, C � MINK to the Inactive leaf with(10)RB x 3-psh sms and CSINK • L ~r(TyP-) 141 U10x2-1/2pfhsmsforall6-'(oulswtng). (IYP.) L Astragal was attached to the Inactive leaf with 20 21 (9)f/8x3'pshsms and(4)YlOx2-1/7pfhsms 21 20 GG _ for all B-S'(inswing). Z i 7 B 9 65 40 B 7 40 INTERIOR 40 7 qL INTERIOR H W VEo eve 02116112 u K �10 EXTERIOR 27 tr EXTERIOR lU KN.T.s. 11 9 11 B owt:.er. JK m 6 E 1 auc r LFS 3 HOR/IONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E o wmc o: — 3 Outsvring shown-inwring 3 Outsvring shown-insvnng 3 Ouhwmg shown-sowing FL-1521 1 .17 Cho approved also approved also approved n sxm 3 or 8 0 O d RNQllts\Pll,tpM IM PERMANENT%-Florid,Produ Approvals\FL-15213 Fiberglass Don- Dr ingsVL15113(201T)\FL•15213.12-18dwg,d.lT 1-1/4"MIN. EMB.(TYP.) y y o O A 22 n ao A A Om op A 9 n a 3 ON F`rFf��n;jss rrr�H7sF =O °• A O � m V Z a O Z O ."O A • N N O O.IS MINK )TYP.) I-1/4°MIN. EMB.VYP.) 1-1/4"MIN. EMB.)TYP.) t.F A A N T A o �T Z3 Y pv m F to m n z A O 0 A 0 O V T 0 1.1/4"MIN. EMB.)TYP.) .��AAl1scn �*, No.43409 Octob9T 19,2HT1 PRODUCT: Dae—n.Pr.P BYe P t+ LYndon 1 N FlB�TARO DOOR P.E.No.43409 ///sS�QNALTtI•-`` 10 19 1] UPDATE TO UP E0.(201])FBC lF5 PART OR ASSEMBLY: J V BUILDING CONSULTANTS,INC. Imto b 1n a I 04 22 IS UPDATE TO 5TN W. 2014 FBC !K VERTICAL CROSS SECTIONS (/)1 P.O.Bo,2300 Valrleo,iL 33496 V N NO DATE REVISIONS 6Y FHPE C.A.No�p8jj91B7 O zG t z R.w.—1—......TgwT.lwc. i .^, _ �-{I�II III I1I.-4' 4"_._IIII IIII�`' II IIt�I2 6• �6°� =�•UN�N�C�+•,�u��•�7'''�ry6zLl�L s o�q :Ly 0 n t%% $idz„ z1.rTYP,4HEAD SEE DETAIL MASONRY TYP.HEAD OPENING 8 JAMS 'mziar JAMBS OPENING I - FRAME ASTRAGAL I v m 5 4 2X BUCK-,, ASTRAGAL �I SHOWN FORSHOWN FOR REFERENCE Q II II REFONLYERENCE II I CK ONLY F ° L TYP..SILL 6-Izp S SEE EE oz' w s- .. y0 28 ua o zY I M mm o' BUCKANCHORING HINGE JAMB FRAMEANCHORING ASTRAGAL STRIKE JAMB Masonry 2X buck construction D 8 L 3 F lATCN 8 DEADBOLi DETAIL I CONCRETE ANCHOR NOTES: dd o_ 1.Concrete anchor locations of the comers may be adjusted to maintain the min. S15 edge distance to modarjoints. _ 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to DETAIL y o0 a maintain the min.edge distance to mortarjoints,additional concrete anchors maybe required to ensure the"MAX ON CENTER'dimension are not exceeded. K $$ 3.Concrete anchor table: ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE .v" 70 MASONRY i0 ADJACENT- it w TYPE SIZE EMBEDMENT EDGE ANCHOR a Qo g I �e ITW TAPCON® 1/4° 1-1/4" Z" 4° -z ELCO 1/4" 1-1/4° 1° 4° wre 9 4 08 _ ULTRACON N.T.S. IiW ® 3/16" 1.1/4" 3" 1.1/2" HWGE DETAIL oW0'�` JK m o TAPCON —- LFS rc WOOD SCREW INSTALLATION NOTES: DETAIL I DETAIL I mo s" 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c. 9 spacing of Inswing configuration Outswing configuration PFL-15213.17 wood screws to prevent the splitting of wood. n o sr¢a 5 OF 8 y 9 6• • �Wy. �F z N n 'ad ice'' ••.......... .�� >>h m SEE DETAIL TTH*nL1 $"�m i $BEo TY JAMBS HEAD& II � � � 9ci 66a .' MASONRY ta3 OPENING I I HINGE DETAIL °'E oz m Y ASTRAGAL �Z R FRAME SHOWN FOR 2B mo II REFERENCE ONLY T M ci zo U m 5 II GV r ❑ 'am o0 Z U UU o 1X BUCK W > s I I ^O • I I 27 a�� o E I I a a TYP.SEE DETAIL I I SILL LATCH s DEADBOliDFTA11 'as as a I 8 G 3 N z HINGEJAMB FRAMEANCHORING ASTRAGALSTRIXEJAMB Ew y Masonry IX buck construction CONCRETEANCHOR NOTES: m I.Concrete onchorlocatiom of the comers may be adrysfed fo mo(nfain the min. o0 edge distance to moderjoints. < 2 Concrete anchor locations noted m MAX.ON CENTER•must be adusted to i molntoin the mfn.edge distance to modarjotnh,additional concrete anchors DETAIL 2 imay berequved to a—the'MAX ON CENTER•dimension are not exceeded. - 3.Concrete anchor fable: 0 3 R.- MIN.CLEARANCE MIN.CLEARANCANCHORANCHOR MIN. TOMASONRY TOADJACENTTYPE SRE EMBEDMENT EDGE ANCHOR TAPCON. 1/4' 1-1/4- 2• 4• 9 4 08 �_ ElC0 ULTRACON 114' 1.1/4' 11 4'TW swe N.T.S. _ N 3 owu ft JK o E TAPCON' 3/16• 1-1/P 3' I.1/Y cwc er. LFS 3 WOODSCREW INSTALLATION NOTES: DETAIL 1 DETAIL 1 ow,snxc xn: 1.Mainfainaminimum S/8"edge dstance,lend distance.&I"o.c.spacing of Inswing configunafion Outswing configuration FL-15273.17 wood screws to prevent the spitting of wood. °a o sxssr 6 ar 8 R�OientskMaslpro.Inc PEWMENTIA-Florida Product Approvals\FL-15213 Fiberglass Door-Inmang-Outseng%C-Drawings\FL 152131201TAFL-15213 12.18-9.7.17 - TOP e A-A — '7 y �m y Ao —I�ILJIII—oar 0 O 0. by 3. S C N y N ni 35 �� o� as oy �� 3� y P N �Z �n K Z O.W OW x V 7 ry.e0 �,��TeAdda BOTTOM O •- e t a a 3Z V,.�u0EN8s••;�• , Np.43409 ' October 19,2017 yea� � � P PRODUCT: Documents Presw,e4 9r:� • Lyndon F.5ehmldt AXOTDP- • ` I� ro'u Z FlBERGIASS DOOR P.E No.43409 ;lllillll\ ; m /// Q tw`' y t• 2 10 19 17 UPDATE TO 8TN ED. 2017 FEiC LFS PART OR ASSEMBLY: /y7/,�r�BUILOINS CONSULTANTS.INC. IW N x to m 1 04 22 IS UPDATE f0 SiH ED. 2014)F9C JR ENDURA ASTRAGAL DETAILS ✓1iVV P.O.Bee 230.Valrseo.FL 33595 NO DATE BY Phone No.:813.659.9197 REVISIONS F13PE CA No.9813 0YD12 R.W,eln L....CcneuitwnTe Iwo. i BILL OF MATERIALS �`"C:'• 02 ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL p' `•TU A I BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME HEAD&HINGE JAMBS WOOD -2°f B 2X BUCK SG>=0.55 WOOD 21 POLYHBER JAMB COMP./VINYL W * 2; C 114"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �,j, z '�•'�� °a'n 'P^ D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL '.� j',•. �• :��-` m E 30NYL 011 OR HOLLOWONRY- BLOCK CONFORMING T PSI MIN.CONCRETE OO ASTM CONFORMING ACI CONCRETE 31 OUTSWNG BUMP THRESH WEATHER-STOP 3647 OLD ALUMI/WOOD ''�'EJ/f PIS o Ill 1111 U N•: F 1!4"X 2-3/4"PFH 8W CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC n g o.z° G 3l16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD m E H 1/4"x3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD \ '6`no E'. 1 1/4"X 2-1/4"PFH rrw CONCRETE SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - \V, 8 9 LL 77. J 1/4"X3-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN MIN.0.075"THICK FIBERGLASS K #9X 2-1/Z'PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC d°W L #10 X 2-1/2"PFH WOOD SCREW 1.15'MIN.EMBEDMENT STEEL 43 LATCH&HINGE STILE CELLULAR PVC 8 3d M #9 X 2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD � N 3/16"X 3.1/2"PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC 0 3/16"X I-1/2"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE rc I #10 X 2-1/7'PFH SMS STEEL 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD z u o 2 #8 X 3"PSH SMS STEEL 49 GLAZING COMPOUND DOW 995 SILICONE a. 3 FLUSH BOLT STRIKE PLATE STEEL 55 LIP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE F H 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. SINS v 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 57 48x 1-1/Z'PFH LITE FRAME SCREW STEEL 9 4"X 4"BUTT HINGE STEEL 61 9-3/4"LENGTH TOP BOLT RETAINER ALUMINUM s o 10 #9 X 1"PFH WOOD SCREW STEEL 62 93/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM 11 #9 X 3/4"PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM m o 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 67 SLIDE BOLT ROD STEEL 18 KWIKSET DFADBOLT-SIGNATURE SERIES 780 STEEL 5'm �� ry N- �W N rII „ 31 OUAWING BUMP THRESHOLD i $ YD EAD IDE a a Jamb nw 5.63" n o g �456'�� 20 o z 9 4/08 I--244"--1 ".,,. N.T.S. _ mro.er. JK s 21 HEAD d SIDE nuc m: LFS ; � 33 ADJUSTABIEI S IRES 4!•D 11ADJU3TAlIE INSWING THRESHOLD PalyfiMvj�nb oaawn rro: s FL-15213.17 - osrtn 8 0< 8 O" a R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product /n Report R' ! / I / 2017 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth/Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic I Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Non-Impact" Scope. Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E.(System ID#1998)for Plastpro Inc., based on Rule Chapter No.61G20-3,Method I 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 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15213.17 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sinned by CTLA 900W5-3 101/I.S.2-97 Certified Testing Lab. Ramesh Patel, P.E. CTLA 900W5-4 101/I.S.2-97 Certified Testing Lab. Ramesh Patel, P.E. 2. Drawing No. Prepared bV Signed&Sealed by No. FL-15213.17 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. Quality Assurance a6"8538L47C1 Certificate of Participation issued by National Management Institute,certifying th t Plastpro Inc.stllma manufacturing products ��®`°�tation and �� •�..... ���:ee, within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. sue'-IT)°° STATE OF r�Q v � 4� � Lyndon F.Schmidt,.P.E. FL PE No. 43409 1 Sheet 1 of 1