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WS-18-3042
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-10-18-3042 Permit Type: Windows/Shutters wark Classification: Window/door Replacement Permit Status: Approved Issue Date:12/03/2018 1 Expiration: 06/03/2019 Location Address Parcel Number 46 NE 101ST ST, Miami Shores, FL 33138 1132060131360 Contacts JULIE KANG Owner NEWSOUTH WINDOW SOLUTIONS Contractor 46 101 MARK HUDAK Home: 3053225441 1401 S STATE ROAD 7, NORTH LAUDERDALE, 33068 Business: 9549358300 lauderdale@newsouthwindow.com Mobile: 5614020758 Description: REPLACING 17 IMPACT WINDOWS Valuation: $ 20,000.00 Inspection Requests: Total Sq Feet: 0.00 Q1 I Fees Amount Application Fee - Other $50.00 CC F $12.00 DBPR Fee $4.05 DCA Fee $2.70 Education Surcharge $4.00 Scanning Fee $9.00 Technology Fee $6.75 Windows/Shutters Fee $220.00 Total: $308.50 Payments Date Paid Amt Paid Total Fees $308.50 Check # 0030 12/03/2018 $258.50 Check # 0012 10/03/2018 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named,ggntractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / d"'3.I Date December 03, 2018 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING PERMIT APPLICATION dBUILDING ❑ ELECTRIC ❑ ROOFING OCT 0 3 018 FBC 20 Master Permit No. s 18 -304Z Sub Permit No. REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING MECHANICAL FIPUBLIC WORKS []CHANGE OF CONTRACTOR JOB ADDRESS: 46 NE 101 St [:]CANCELLATION ❑ SHOP DRAWINGS 33138 Folio/Parcel#:1132060131360 Is the Building Historically Designated: Yes ___ NO Occupancy Type: _ Load: _ Construction Type: Flood Zone: _ BFE: _ FFE: OWNER: Name (Fee Simple Title holder):Julie Kang Phone005-322-5441 Address:46 NE 101 St City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#; Email: CONTRACTOR: Company Name: NewSouth Window Solutions Phone#: (954) 935-8300 Address: 1401 South State Road 7 City: North Lauderdale State: FL Zip: 33068 Qualifier Name: Mark Hudak Phone#; State Certification or Registration #: CRC1331905 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: S_ , n l l ; t /� I Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New E�fRe air Re lace p / p ❑ Llernolition Description of Work: Specify color of color thru tile: Submittal Fee $ 081 A Permit Fee S CCF $ CO/CC S Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee S Training/Education Fee $ Double Fee S Structural Reviews $ Bond $ .Sd TOTAL FEE NOW DUE $ Z S (Rev1sed02/24/2014) Jr Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip__ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturetz— Signature_ _-g� OWNER or AGENT The foregoing instruments was acknowledged before me this — I day of; rJI ( \/t ,� , 20IL—, by who is personally known to me or who has produced V as identification and who did take an oath. NOTARY PUBUC: CONTRACTOR The foregoing instrument was acknowledged before me this —1 —1 day of 20 1t—, by — da&who is personally known to me or who has produced identification and who did take an oath. NOTARY as Sign: 1d---- Sign: \v\/V VVp . - v Print: Print Sea l:tp0.Y°PCB KIMBERLYHUDAK Seal: , o `_: ANGIE Y. BEATO °° MY COMMISSION #GG112502 .° : r Notary Public - State of Florida EXPIRES: JUN 07, 2021 N« �� �;� Commission # FF 962420 Comm. Ex Tres Feb 18, 2020 Bonded throw h 1st State Insurance oQyO°� ,, OFFS M y P APPROVED BY jZ --- Plans Examiner _— ----Zoning Structural Review Clerk (RevisedO2/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackno 1 dgeme 1�1 001- �4 UoM, Qualifier/Owner Signature Date Print Name Opening I Size (W x H) 1. Single hung 45 x48 (Bd—) 2. Single hung 17 1/4 x 36 314 (Bath) 3. Horizontal slider 72 1k x 62 (Living -) 4. Single hung 51 3/4 x 37 (Bd—) 5. Single hung 35 x 61 1/4 (Bd-) 6. Single hung 46 1h x 45 (Kitchen) 7. Single hung 17 3/4 x 24 3/4 (Bath) 8. Single hung 35 3/4 x 37 (Kitchen) 9. Single hung 51 314 x 37 (Patio) 10. Single hung 35 x 37 (Patio) 11. Fixed window 51 3/4 x 37 (Patio) 12. Fixed window 51 314 x 37 (Patio) 13. Single hung 51 3/4 x 37 (Patio) 14. Single hung 35 3/4 x 49 114 (Master) 15. Single hung 35 314 x 4 9 1/4 (Master) 16.- Single hung 17 3/4 x 24 3/4 (Bath) 17. Single hung 35 314 x 49 1/4 (Closet) 12 11 10 ti�c 1 - ( �� Cl;ti f�i.lr`MCE WI f 1 Al_1 FEUERa ' "a,) `(,UN i •*sees • •••• •••• • sees s sees • • •• •• • •.sees • • • • • • • • • 5 NOT TO SCALE ATE: Sep 20, 2018 FOE MSCRIPTON: Site Plan 1 M Q m , S ftOytS - PRODUCT APPROVAL REVIEW FORM PAGE ` OF CONTRACTOR NA'3E :. 4 � O ;�� SITE ADDRESS : n I �-� . PERMIT # : OPENING PROD LOCATION ACCEPTANCE NU14BER bd� r) R5,(. u a b 14-i-) i 351 3 t;iv Rm l U $ `ta BaLrni I, tp 9 1o75t Lo l uo?5 i . u t�h ( 1505W 19 Poch() i LQs5 I ►►� �a�� 1 � �5 I . �.o 4. PRODUCT APPROVAL PRESS. RATING READ. DESIGN PRESS. RATING FOR SPECIFIC OPEN. (+) PSF I (-) PSF I (+) PSF (-) PSF 55 55 55 155 55 55 55 55 55 L0 (00 5s 55 (.05 �05 (05 (D5 L5 U5 �5 OPENINGS FROM BOTTOM TO TOP WITH SUB NUMBERS ��. 4i,� � 8 L+ L4 4t:o 3"1.8 41.0 SHEETS. IDENTIFY V=R (A, Al, A2 , ETC.) . OPENING SIZES WIDTH X HEIGHT t5x 4e 5 i X 57 35x�L-� �{-tv X ``1'5 ?5x�� 35)(37 5ix57 5i x 3� 51X3-7 35 x �f-q ARE:k. SQ AtT • •.•.•• 115 .... Lt 14.3o 02- Is g .9q . c, 13�1� 1: to II-g1 3HDTTERS REQUIRED? ZdNE #• Y/N 4 4 4 4 i �I- 4- L4 0, •• M a m i S �qOy-c - PRODUCT APPROVAL REVIEW FORM PAGEF CONTRACTOR NWE ' SITE ADDRESS: 4LPIy� Y V - PERMIT # `• 3. OPENING PRODUCT PRODUCT APPROVAL LOCATION ACCEPTANCE NUMBER DESIGN PRESS -RATING (+)PSF (-)PSF PRESS. RATING REQD. FOR SPECIFIC OPEN. (+) PSF aser+' i�ah ra 55 05 I C I, 55 (D5 3 OPENING SIZES WIDTH X HEIGHT 4 x 4cl 4 . u 35x 4') OPENINGS FROM BOTTOM TO TOP WITH SUB NUMBERS N bt1EETS. IDENTIFY (A, Al, A2, ETC.). SQ FEET • ..• SHUTTERS REQUIRED? •.•. Y N. 5 ENGINEERING lb( EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAx: (954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads - Components and Cladding 6th Edition (2017) Florida Building Code Site Information Owner: Julie Kana Wind Speed (V): 170 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 085 ASCE 7-10 CIF. 30.3.1 Table 3a3-1 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height (h): 15 ft. Roof Slope (8): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 25 ft. End Zone Distance (a): 3 ft. Fated in accordance with:ASCE 7-10. 30. Wind Loads - Components and Cladding Edition (2017) Florida Building Code © 2018 E-Tempest.com ID: newsouthftl-P1314 09/20/2018 Page 1 of 1 Device Design Pressure: Velocity Pressure (qh): ASCE 7-10, Chapter 30.3.2 qh = 0.00 (qh = .00256 Kh KZT Kd Vz) Design Wind Pressure (PMAx+, PMAX-): ASCE 7-10, Ch. 30.4.2130.6.2 h<_60 ft. Max Positive Pressure (PMAx+) PMAx+ = gh(E)c GCppos + GCID) Max Negative Pressure (PMAx-) PMAx- = gh(eD GCpw - GCpI) h>60 ft. Max Positive Pressure (PMAx+) PMAx+ = (qz GCppm) + (qh GCpI) Max Negative Pressure (PMAx-) PMAx- = (qz GCppos) - (qh GCpI) Device CalculationS:ASCE 7-10. Chanter 30. All Subsections Zone (a=3 ft.) Tributary Area GCp+ GCP- Pmax+ (lb/ft2) PD'a - (lb/ft2) Openings Internal (zone 4) ALL 1.0 -1.1 37.8 -41.0 1-17 End (zone 5) ALL 1.0 -1.4 37.8 -50.6 • �t� SE O % 22 1. T IS FORWTONSNTENOISDTOPROVDE061GNPRESSURESFORTHEPURPOSEOFTHENSrA TONOFGl UNIrSbOfENNGMOTECTONASPROPOSEDAND PROVIDED EYOTHERSNOCHRFCATIOKEITHER OM ERSED OR NPLIED,GOFFERED ASTO THEVALDITYOR APPLCABLRYOF ANYAMOPOSTD SYSTEAOR CNPONENTUSED ALONG WITH THESEPRES URESAUL PRODUCTSSHML DENSTALLED N STR"CORDANCE WITH GpRDON Dl rrl O; P.E. VALIDFLORIDAMODUCT APPROVAL.SAND MUST LffT THE¢PRE�IRESFOR THEGNEM SRELNRATONS 2. NOCERTFCATON OR REVIEW ISOMEReD IATTHEMOPO�UNDSAEETMYMREWREOURB.BMALLEORESS6WESMETODEADDRFSSSEDWT EFHM GCMMACTORMJDTHELOCAL diCDyEOCOORFFpLAW_ O 1L. S THECNTRACTOR)BULDITH NGG OFFICIAL ALL VERFYTHAT THESUBSTFIATEOFOADeOUATE �NG WORKKSDSOUN FOR N�ATDN OFOFTHISSSTEM FDOffDMENCES�E OUND N TTHEIDSTING HOSTSrRUC FIO R Ti1.,FIQ1MIGNEE1 OR THEEDR SHALL SENOTFED �-0RECNTNUNG CONSMUCTON AND RESEMVEME ROHTTORENSPECT AND RE EVALUATEDESGN.NOWMRANTY,ETHER EXPRESSED OR I.RED,SCNTMM®HUTMENT/\) •• A. DLENSONSM ESMOWN TOLLUSTRATEOF90N FONCFSANDOTHER I� O•• /}���, III��R}}���c� " \ DESIGN CRITEI&THEYWYVMYS.DHTLY,TOTHEE%fEIT THAT THEOREM NO MFAS NOT SWILLEi THAN YAOF THEENGNEEiED DESIGIJ, I111 CONTRACTOR STOVEMFYNI FIELD DMENSONSFRIONTONSTALIATON. /ENGINEER "Up� •{t'IL P• \ SEAL AFFIXED H S. LEGAL FEESSAPPD.LATEFEESRESULTNG MOM W RML AD�RCATON,SYSMA ERECTON, CONSTRUFCATON PRACTCESEYCNDTNATWHCH SSCALLED FOR BYLOCAL.IN TTEbf81ERM.000E5bFROMDENATDNSOP� Tf r� �IO S. MONPLAN. NO _ _ NMEASURENEMTSWOFORMTIDN RKSIXLDEMDVEIFIEDMIORTOCNSTRUCTONED HEREIN ISEW33) ON CONTRACTOR SUFFLIED ?EMGH�NOE �HEEEEW Ufl111 yP Q'EIY�OF rli ANY WAAYFOEIERRNEWUSORNAArCU ATEDATAN ES391ALLSENOT MDONEMANTORORNNTBEHELO UAM WORNUPONDLSCOARYOFMYNACCUAATENFORMATONMORTOMODFCATONOFEXSINGFELDCNDITONSANDFABRCATONAND NSTALLATONOFMARVLS I I H11rHRAI.SED GINEERSEAL 1. OCEPTMDPT eMYMOVDEDHEREON,NOADOITONALCMTFCATONSNAFFRMATIDNSMENR0M. •ALTEUTONSADDITONSOR OTHER WRMOSTOTISDOCULENTMENOTFBIMIITTD AND NVALDATEOUR CERTIFICATION VALID FOR JOB ONLY Florida Building Code Online Page 1 of 5 BCIS Home ;Log In ; User Registration Hot Topics Submit Surcharge stats & Facts Publications Contact Us BCIS Site Map Links Search bo' f Product Approval USER: Public User � �rudg4l_[,ppry�yal Menu > Product or Application Search > Ap ?i ILUtign51 > Application Detail _{.{ � 1 FL # FL16851-R7 Application Type Revision Code Version 2017 I( q( 10 ' I Application Status Approved Comments I I I 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 Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. ' Validation Checklist - Hardcopy Received Certificate of Independence FL16851 R7 COI (d) Certifi{ate of indeoendenca odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W D MA/CSA 101/ I. S.2/A440 2011 AAMA/ W D MA/CSA 101/ I . S.2/A440 2008 ASTM M-086 • • • • • • • • • 2005 ASTM•E1996 • •• • • • • •• 2006 • •• • • • • ••• ASTM E1a96 • • • • • • • • •• 2009 TAS �i, 20•L0103 • • • • • 1994 Equivalence of Product Standards • • • • • • • 000 Certified By • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• Sections from the Code • • 090 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdV Psaefo... 9/20/2018 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 06/07/2018 Date Validated 06/26/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 Summary of Products Go to Page = a 0 0 Page 1/ 2 0 0 FL # I Model, Number or Name Description 16851.1 a. 9400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Tilt Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b) Inst 16851.1.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 16851.1 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16451 1 ocif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.2 b. 9400 Single Hung Window Extruded Vinyl "Non -Impact' Single Hung Tilt Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 11 (b) Inst 16851 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.2 for Design Pressure Ratings, any FLLI.6657__ R7 AEi. (!) Fvai 168.51..2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.3 c. 9450 Single Hung Window Extruded Vinyl "Impact' Single Hung Tilt Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 11 {b) Inst 1.6851.3.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 16851.3 for Design Pressure Ratings, any f 116 51,,,,_It7..._F3E......(b)„tya,i.._lti 51.:.3,..pclf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.4 d. 9450 Single Hung Window Extruded Vinyl "Impact' Single Hung Tilt Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F..16851,,,,,R:..._1C_.,.,(1 1„rn_st.._1�f;5.1,,1,,,Iadf 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 R7 AE (b) Eval 16851.4.od,f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.5 e. 9450 Single Hung Window Impact Rated - HVHZ Extruded Vinyl "Impact' Single Hung Tilt Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16851 R7 11 (b) Inst 168515 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 • EY.Vyatjpn•Repprts• • •• Other: See INST 16851.5 for Design Pressure Ratings, anir FL16t357r RiF AE •bLv� 1�851.5.odf additional use limitations, installation instructions and prodE�t Cre`a:ed•Hy':n(:epgndrgt:Fh r4 Party: Yes particulars. • • • • • • • • 16851.6 f. 9450 Single Hung Window Impact Extruded Vinyl "Impact' Single Hung Tilt Window with Flange Rated - HVHZ (O/X - configuration) Limits of Use • - • Approved for use in HVHZ: Yes • • • Approved for use outside HVHZ: Yes • • Impact Resistant: Yes • Design Pressure: N/A Other: See INST 16851.6 for Design Pressure Ratings, any • • • • L•rified 8y: Lylhddh F. SdhrAdt, r.t`. 43409 treated bylnde�endentArd Party: Yes Evaluation Reports FL16851 R7 AE (b) Evaf 16851 6.ocif Created by indepen4lent4-hird ftrty: Yes •• •• • • • •• •• https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV Psacfo... 9/20/2018 Florida Building Code Online Page 3 of 5 additional use limitations, installation instructions and product particulars. 16851.7 g. 4400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 IT (b) Tng 16851.7 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 16851.7 for Design Pressure Ratings, any E-1169i51. R..... AE......(t),),._Evak.._i_[�ii5_i_,_I,.f)clf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.8 h. 4400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL.1685.1._.. 7..._1.1.....(ci).inst,_1f;Fi51.,_3,,,gclf 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 16851.8 for Design Pressure Ratings, any FL16851 R7 AE (d) Eval 16851 8 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.9 i. 4450 Single Hung Window Extruded Vinyl "Impact" Single Hung Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 1I (d) Inst 16851 9 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.9 for Design Pressure Ratings, any FL16851 R7 AE (d) Eval 16851 {_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.10 j. 4450 Single Hung Window Extruded Vinyl "Impact" Single Hung Window with Flange (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 11 (c) InSL 16851 10 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 16851.10 for Design Pressure Ratings, any FL16851 R7 AE (d) Eval 16851 10.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.11 k. 4450 Single Hung Window Impact Rated - HVHZ Extruded Vinyl "Impact" Single Hung Window New Construction with Nail Fin (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16851 R7 II (b) Inst 16851. ]1, . 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 16851.11 for Design Pressure Ratings, any FL16851 R7 AF.__Lbj_Ey l,._7,6851..1.l.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.12 I. 4450 Single Hung Window Impact Extruded Vinyl "Impact" Single Hung Window with Flange Rated - HVHZ I (O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes LL.1.685]. F27_T_I _(b) Inst I08SI,12,1)dY 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 16851.12 for Design Pressure Ratings, any F: jt&51R7..._11E..,.,(U,),,_EV..}I.._i_(i85,11, .1,.P.Of additional use limitations, installation instructions and product C•ealedebytindelpendMt`fh d Party: Yes particulars. • • • • • • • • • •• • • • • • 16851.13 m. 4000 Twin Single Hung Window* Extcuiled \iiiyl "Non-I_Pnpact'•-*win Integral Mulled Common Jamb Single Hung Window New Construction with Nail Fin �(O/X I O/X - configuration) Limits of Use • tallaV8q Instrrctio%d" • • • Approved for use in HVHZ: No • • L16857 , R7 I • • • • •_ t�Inst�6951.i�.�+tl( Approved for use outside HVHZ: Yes • Verified B?: Ly1.1ddr F! SQ a:dt, �.�. 43409 Impact Resistant: No • • • �Peated % jndependent Third Panty: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.13 for Design Pressure Ratings, any E!,168.51 R7 AF (b) Eval 16851.13,p f Created by Independent Third Party: Yes • • • • • • • • • • • •• •• • • • •• •• A. • • • ••• • • https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV Psacfo... 9/20/2018 Florida Building Code Online Page 4 of 5 additional use limitations, installation instructions and product particulars. 16851.14 n. 4000 Twin Single Hung Window Extruded Vinyl "Non -Impact" Twin Integral Mulled Common Jamb Single Hung Window with Flange (O/X I O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16351 R7 II Ib) Inst 16851.14.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 16851.14 for Design Pressure Ratings, any FL16851 R7 AE (b) Eva] 16851 14 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.15 o. 4000 Triple Single Hung Window Extruded Vinyl "Non -Impact" Triple Integral Mulled Common Jamb Single Hung Window New Construction with Nail Fin (O/X I O/X I O/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F..L16i�51_..Ft7,16 51,,i5,.I)rif 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 16851.15 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851_15_pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.16 p. 4600 Twin Mulled Single Hung / Picture Window Extruded Vinyl "Non -Impact" Twin Integral Mulled Common Jamb Single Hung / Picture Window New Construction with Nail Fin (O/X I O - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Ft.16851 R7 11 (b) Inst 1.6851.1.6.pdf 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 16851.16 for Design Pressure Ratings, any (:L16fl5.1ftI_._AE.__(h)._Eyal.,_f S_51.,_16.,.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.17 q. 4600 Twin Mulled Single Hung / Picture Window Extruded Vinyl "Non -Impact" Twin Integral Mulled Common Jamb Single Hung / Picture Window with Flange (O/X 10 - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16S51 R7 II (b) InsL 16851 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 16851.17 for Design Pressure Ratings, any F1.16851. R7 AE (h) Fval 16851 1 7 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.18 r. 4800 SH/SH/SH - Triple Single Hung Extruded Vinyl Integrally Mulled Triple Single Hung Windows with Flange; (O/X I O/X I O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Ft.16851 R7 II (b) Inst 1.6851.18.pdf 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 16851.18 for Design Pressure Ratings, any I: L1 1, 1...._kl..._AE.....(h)„ty,a.l.._ Ffi51,;_1£),:.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.19 s. 4900 SH/SH - Twin Single Hung Extruded Vinyl Integrally Mulled Twin Single Hung Windows with Flange; (O/X I O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL16851f27_._1L....(cJ,)._1nsf.._16fi5_i,19 Approved for use outside HVHZ: Yes • P Verified dy:•Lyndbn F!Sdhrjl i-P.E. 43409 Impact Resistant: No • Creal:d by jndgpeZdept third Party: Yes Design Pressure: N/A • • Evaluation aeports • • • • Other: See INST 16851.19 for Design Pressure Ratings, anY limitations, DFLI 15160- A?.A) �:14,k?.19.ndf additional use installation instructions and producf Created by Independent Third Party: Yes particulars. 16851.20 t. 4900 SH/SH/SH Triple Sin g• • *46uded y nyl Integrally d♦ulled Taple Single Hung Windows Hung ,, • with Flange• (WK IV/j I P/1con:guration) Limits of Use • • 144tallatW jn1tjuctions• • • Approved for use In HVHZ: No • FL16851 R7 I1 (d) Inst 16851 20 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third P rty: Yes • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV Psacfo... 9/20/2018 Florida Building Code Online Page 5 of 5 Design Pressure: N/A Evaluation Reports Other: See INST 16851.20 for Design Pressure Ratings, any A 1.6851. R7 AE (d) Eval 76851..20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page �.7:] a 40 43 Page 1/ 2 42 0 .................... Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_ Product Approval Accepts: ® cLhr¢k Credit Care! Safe •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • is • • • • • • • • • • • is ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtmmTSTNdV Psacfo... 9/20/2018 no '..,. Ilewsunth WINDOW SOLUTIONS 4901 O l'Fair Blvd., Tampa, FL 33610 9450 Single Hung Window IMPACT RATED - HVHZ w/ Flange GENERAL NOTES I . This product has been evaluated and is in compliance With the 6th Edition (2017) Horida Building Code (FBC), including 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 wail dressing or stucco. 3. When used in the "HVHZ", this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck mosonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. .. ............. _. _......_._ - TABLE OF CONTENTS SHEER DESCRIPTION I Typical elevations, desi n pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical & horizontal cross sections 4 Buck & frame anchoring 5 Components 6 B61 of materials and glaring details VAA\tiillillll J\\\ 'k llll�ii _...._..._ $ 'MAX. OVERALL FLANGE WIDTH -- = 45:: g v: 54 MAX. OVERALL FRAME WIDTH. ' S z �jh \\\\ z n m d ••••••000000 "�' •Mr mda� O •••• 00•.1• o•S.� • • • V cW _ •••• •••• Aa=•• W • x ill ? e • • • • • • • ..__D a•� .................................':............._...................__...._......................_......._......._.._... I • • • • • • xo ,'r.', • • z j �00 Win � Qto a MAX. OVERALL MAX. OVERALL MAX MAX DESIGN PRESSURE DAY LRE DAY UTE GLASS FLANGE FRAME DIMENSION DIMENSION TYPE (PSI) POS. I NEG. DIMENSION DIMENSION (OPERABLE) (FIXED) 55.0" X 77.0" 54.0" X 76.0' 47.25" x 34.38" 49,75" x 34.5 Gl, G2 +55.0 -65.0 38.0" X 63.0" 37.0" X 62.0" 30.2F x 27.38" 32.75" x 27.5" G1, G2 +65.0 -85.0 Note: This product, when used with Gl glazing, is not approved for use above 30 feet in the "HVHZ". c: 2119114 uc, NJ,& G BY: JK C Br: LFS uriMc ram.: ° FL-16851.6 n 1 of 6 g Note: 1. Lock and keeper located 7` from each end of lockimeeWV mi. 1.1 fd• MIN INTERI_gg EXTERIOR NOTE: Sheet Metal Screws must INTERIOR 4 HORIZONTAL CROSS SECTION Z Metal Stud Construction 1 HORIZONTAL CROSS SECTION y I X Buck Masonry Construction 'MIN. (TYP.( �' • • •� Em z m° ow a • •••••• ••� 4 cC• maIft •i••• • • � c47 •••••• 00 es • • •••• f- SEE NOTE I •••••• • q c• Oz • • • z n INIFRIOR • • z tires a O > a (TYP) 3 VE)MCAL CROSS SECTION Q 2X Buck Masonry Construction ILE N.T.S. BY: JK et: LFS 3 avrc NO.: ° FL--16851.6 0 it 2 or 6 n — — 0 011111111 NOTE: Sheet Metal Screws must % penetrate a min. of 3 threads .. . . ......... .... 4- F, through at least 2 sheets of metal. pz Zvi ............. z* ------ in 21 z C,: 0 3� A INTERIOR @)r z VS sio 0 M z T3 0 011, c IL w .. . . ..... . ................ . ........... . . ...................... . ...... . ..... C OK: CAM M, 41C W M Verb 0 0 It z 00 4 0 'PIL 00 0009 0 $9 1 0 0 0 b SEE NOTE I tn (G gLX:EIIOI 000 g.. . ....... ---- — -- I HORIZONTAL CROSS SECTION 4 00 0 1" �3 ( �3) Metal Stud Conttn Na llote: 1. Lock and keeper located 7" from each end of lock/meeting rag. 0 6 ±55 PSF EXTERIOR MAX. DESIGN PRESSURE FOR ALTERNATE 2*0 (Typ) N, EMB. (TYP.) j ANCHORING LOCATION SHOWN ON THIS SHEET (FOR FRAME WIDTH > 3r OR FRAME HEIGHT > 621 RgINTERIOR (�4) �4) 2 8 21 --4 t8 Q 4 �• �` 13 8? Q 2 zg A 12 OATE 2/79/14! EXTERIOR 20 D v scut' N.T.S. (G G2 OK, BY. JK EMS. (TYP.) CW. ey. LFS UE 1 HORIZONTAI CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION 2X Suck Mosorvy Construction $ 1 X Buck Masonry Construction 2X Suck Masonry Constriction FL — 1665 1.6 a 3 o, 6 h BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odjusted to maintain the mim edge distance to mortar faints. 2. Concrete anchor locations noted as "MAX. ON CENTER" mint be adjusted to maintain the min, edge distance to motor Joints, odditionat concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: W MAX. O.C. y NY' • `_ < °v� �; „ (TYP.} {TIP.} . . '�,>`'•� .�` , o ro m tt _ I_ • • • ' �''rY Y �� Z i i 0000** ' • ZL \ � •••••• •• oil amggI' —SASH �� •••• • • E uz • • F L 2X BUCK _� _......._.._ .... SA&6 • • • • • vE W • • • • • 3d 1XBUCK •• •• •• • •••• FRAME K STEEL STUD _ € : • • : • : • • • �j— TYP. — — �— ' • • • • z� • • • • i 2X SUB _ • • • p� BUCK 00 • ••••• i �o v MASONRY _ ( •• • w W Y z -- SASH OPENING 1 z v^ C.CTSASH a �I � a, a ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR RVf • 1/ 4' 1-1/C r 4' TAPCON ELCO 1/4' 1.1/4' 1' 4' ULTRACON• WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1"end distance. 3 l"o.c. spocing o/ wood screws to prevent the spitting at wood. FRAME ANCHORING z. 2119114 = a. N.T.S. `- er: JK LFS 3 Ft_-16851.6 0 tr 4 or 6 ,,� I---- 2.4" — b MEEflNG RAIL { 0.39" r 0.09" 0.09" r I— 1.63" t LOCK RAIL fV .��.L e OA4S 18 4 REINFORCEMENT 2 GUZ/NG lEAD 10 tOCK RAIL REINfORCEMENi ........ _.............l.6T ...._._. 0,125' MEETING RAR REINFORCEMENT 13 TMIO RAl[ REINFORCEMEN/ a n n o■ •• poD pDp D u f 0.47CD 2 S i OATE: 2117114 SC&C NJ.S. a•c BY: JK m 0.94" 5 �� CHK. BY: LFS ORlMiNO NO.: � FL-16851 6 0 N SHEET $ OP 6 f� BILL Of MATERIALS am 1 DESCRIPTION MATERIAL B 2X BUCK (SG >= 0.55) — _......_._._- WOOD __.. C ) /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F # t O X 2" PPH SMS (1-1 /4" MIN. EMBEDMENT) STEEL _ G M 2X STUD (SG >= 0.55) WOOD H # 10 X 2-1/2" PPH SMS STEEL STEEL STUD Min. Thk .On' (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 ksi min,) STEEL K # 10 PPH SELF -DRILLING SMS STEEL L # 10 X 7' PPH SMS (I-IIT MIN. EMBEDMENT) STEEL 1 EXTRUDED VINYL FRAME (465)' u w RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD (736A)' — RIGID PVC �3 EXTRUDED VINYL GLAZING BEAD (425A)' - RIGID PVC 4 SILL (469)' -W- RIGID PVC 5� STILE (438)' RIGID PVC 6 MEETING RAIL (477)' - RIGID PVC 7 LOCK RAIL (476)' RIGID PVC 8 BOTTOM RAIL (485B)' RIGID PVC 9 MEETING RAIL REINFORCEMENT 6063-T5ALUM 10 LOCK RAIL REINFORCEMENT 6063 - T5 ALUM 11 SASH LOCK 12 KEEPER - 13 BOTTOM RAIL REINFORCEMENT 6063 - T5 ALUM 14_ HEAD ADAPTER (473)' RIGID PVC 18 STILE REINFORCEMENT 6063 - T5 ALUM 20 WEATHERSTRIP 21 BALANCE COVER (468) RIGID PVC 22 EXTRUDED VINYL GLAZING BEAD W/ DRIP EDGE (467)' RIGID PVC ..._............... _.. ........................ 24 BULB GASKET (AMESBURY) FOAM 'THE APPROVED WHITt RIGID PVt; tXitRiUK tXIKUSIUNS I*UK WINUUWJ AKt IU ttt YKUUUGtu 8T EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 5/8" GLASS BITE GLAZING SEALANT (SIKAFLEX-552) _E O! o Mw4,11., �N !I! \�•• • /4 OUN•••••• (�1 7/8 O A. GLASS THK. gm c W • a r wbaa�. • • • .Goes cz . 0— 119"ANNEALED GLASS• • • • • • '» c • • 3d 0.090" SAFLEX• PVB IA11iItLAM!•iR • • 4 �-. - • • • • • • - I/8"ANNEALEDGtA:S • • AIR SPACE • • 1/8" ANNEALED GLASS • • METAL REINFORCED BUTYL • Not opproved for use obove 30 feet in the "HVHZ". Gi GLAANGGEfAtI 5/8, _ GLASS BITE GLAZING SEALANT (SIKAFLEX-552) - �} Q CD C � I G2 Gu69 otTArl 7/8" O.A. GLASS THK. I/B'ANNEALED GLASS O,W SAFLEX• PVB INTERLAYER - I/8" ANNEALED GLASS - AIR SPACE - 1 Ar TEMPERED GLASS METAL REINFORCED BUM NOTE: GLAZING > 36" WIDE REQUIRES TWO (2) SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 • a 3 • •)119 •• y � W 40� J VNI JCS J� 12! •.l ry � � cz 2117114 ) i U: N.T.S. G. st JK ° c, ut LFS 3 a Emm rm.. FL-76857.E :u -jL or 6 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry T} P.O. Box 230 Valrico, FL 33595 Phone 81.i.659.9197 CFlorida Board of Professional Engineers Certificate of Authorisation No 9813 Product Category Sub Category Manufacturer Product Name NewSouth Window Solutions 9450 Single Hung Window Windows Single Hung 4901 Oak Fair Blvd Impact Rated - HVHZ Tampa, FL 33610 wt Flange 813 626-6000 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, R.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) including 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 the "HVHZ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 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-16851.6 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-16851.E for size and design pressure limitations. Supporting Documents: 1. Test Report No. C9937.03-401-18 TEL 02031487 TEL 02031566 TEL 02031722 2. Miami Dade NOA 17-0712.05 3. Drawing No. No. FL-16851.E Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 Testing Laboratory Architectural Testing, Inc Testing Evaluation Lab. Testing Evaluation Lab, Testing Evaluation Lab. Materials Testing Saflex• PVB Interlayer (Eastman Chemical Co.) Preparedy RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA#9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. 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 ISOtIEC 17020 and Guide 53. Signed by Shawn G. Collins, P.E. William B. Shelton, P.E. William B. Shelton, P.E. William B. Shelton, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. •• •• • s1 • 0=• •.�dfi ?its • • w• • �:9J�GkNiB�t►• • Sheet 1 of 1 • • • • • • • •• • Lyndon F. Schmidt, P.E. FL PE No. 43409 • 1011212017 Florida Building Code Online Page 1 of 5 M"'* r BCIS Home 5 Log In j User Registration Hot Topics '. Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search � ` Product Approval ft 0 USER: Public User dbo Product Al DrOVai Menu > �gdyct oL�jQp�,�aS1.4R._S3sit5[I > ATy licat�n Lilt > Application Detail • FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16842-R4 Revision 2017 Approved NewSouth Window Solutions 4901 oak fair blvd tampa, FL 33610 (513)284-0129 danochstein@newsouthwindow.com Vivian Wright rickw@rwbldgconsultants.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2019 Ryan J. King, P.E. ,�! Validation Checklist - Hardcopy Received FL16842 R4 COI (c) Certificate of Independence odf Year AAMA/ W D MA/CSA 101/ I. S.2/A440 2008 AAMA/ W D MA/CSA 101/ I 2005 •.5.2/A440 • • 900 •• • • • AAMA/WDMA/CSA1Q1/AS.47/AA40 • • • • • 2011 ASTM €U986 • • • : : : •: • • 2005 • • • • ASTM F•L9 • 6 • • • • • •• • • • • •• 2006 ASTM E1996 2005 ASTM E1996 2009 TAS P01, !S2►, 203 • • • • • • 1994 • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • •• •• • • • ••• • • • ••• • • • • • •• • • • • • • •• • • • •• • https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgtmmTS'fNdV Psf%2... 9/20/2018 Florida Building Code Online Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/11/2017 10/20/2017 10/23/2017 12/12/2017 Summary of Products Go to Page = a 0 10 Pagel/ 20 m 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 FL.16842 R4 II (b) Inst 1.6842.I..pdf 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) Evai. 1.684=_j,,.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.2 b. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL,].Fj$42ft4,I;;jnst.,,l63;11 J,;,I cif 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 fllfE ..2,,,,,R 7,,,,Ak......jf2.j-Eval__1Gi3. f1, 2,,.fidf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.3 c. Series 9000 Model 9550 Slider XO Impact Rated Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No 1:116 42 R4 11 b Inst 1 842.3, 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 16842.3 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.4 d. Series 9000 Model 9550 Slider XO - Impact Rated Extruded Vinyl "Impact' Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II U Inst 16842 4 lxif 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.ocif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.5 e. Series 9000 Model 9550 Slider XO - Impact Rated - HVHZ Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes • 0 FL•tS142•R P II Pb) Irt-t t684t!3.odf —` Approved for use outside HVHZ: Yes ; Verfii d yj of F: Q }��yodo� F•Sc imydt, P.E. 43409 Impact Resistant: Yes • Creetld Ey indepe%clohl Vhird•Party: Yes Design Pressure: N/A . • v066tiaq tehirts : : • • - Other: See INST 16842.5 for Design Pressure Ratings, any f1..166i?42f2 }_ AE (b} Evai 16842..S.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.6 f. Series 9000 Model 9550 Sliclgr•XU truled•Vjnyl 1 ac " libri ontA1 Sliding Window with Impact Rated - HVHZ • i ge IrktallatiDn X or•O •con4gilrations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL.16842_ R4 11 (b) Inst 1.6842_6,pddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes • C&atedby jnd*8penaentThird I'.P,rty: Yes • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV PsP/o2... 9/20/2018 Florida Building Code Online Page 3 of 5 Design Pressure: N/A I Evaluation Reports Other: See INST 16842.6 for Design Pressure Ratings, any F1 1.6842 R4 AE (b) Eva! 16842.6.1)(if additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.7 g. Series 9000 Model 9500-3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Fl,:.1.68�}2,..._R4..._1[......(.b..)„liist._t.fiS41,;Zepdf 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 f:L16$-.#2....fj4,,,,AE,,,,,(b),_EyS�.I.._16;g2,.I,,.pcif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.8 h. Series 9000 Model 9500-3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No f;:L168,1.2_..f2g.._.IT..,._(1�)_1nsT,.,U1t41.8.,'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 16842.8 for Design Pressure Ratings, any FL16842 R4 AE (ti) Eval 16842.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.9 i. Series 9000 Model 9550-3 Slider XOX - Impact Rated Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.9 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.9.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.10 j. Series 9000 Model 9550-3 Slider XOX - Impact Rated Extruded Vinyl "Impact' Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Irsst 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, any Fl. 16842 R4 AE (b) Eval 16841 _]. hpdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.11 k. Series 9000 Model 9550-3 Slider XOX - Impact Rated - HVHZ Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes F.I.6842. R4 IT (b) Inst 16842.ri..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, any FL16$ft2..._k<1..._F)E..._( ). Eval._16842._11,.pcif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.12 I. Series 9000 Model 9500-3 Slider XOX - Impact Rated - HVHZ Extruded Vinyl "Impact' Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes (__L_16842.._R4..,_li.,,,.(b)„Ins[,_LbF 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 • • EOJIQatibn*RePbvs • • Other: See INST 16842.12 for Design Pressure Ratings, amy FLi(iii's•42"j 'Uv� _�!_�„42.12odf additional use limitations, installation instructions and product Cr@4ecPby. n jepl:ndT At:Thirtl Party: Yes particulars. • • 000 • • • • • • • 16842.13 M. DuraGard Slider XX Extruded Vinyl "Non -Impact' Horizontal Sliding Window • jjWlizing aflail Fir Installation (,X) configuration) Limits of Use • • Approved for use in HVHZ: No • • • Approved for use outside HVHZ: Yes • Impact Resistant: No Design Pressure: N/A Other: See INST 16842.13 for Design Pressure Ratings, VY• • • • • nstallation Iwstructions i oVerifiec6WA Lyndon F. Scymidt,p:E. 43409 Created by Independent Third Party: Yes Evaluation Reports •• •• • • • •• •• • • • 000 • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgtmmTSTNdV Psf%2... 9/20/2018 Florida Building Code Online Page 4 of 5 additional use limitations, installation instructions and product I FL16842 R4 AE (b) Eval 16842 13 pdf particulars. Created by Independent Third Party: Yes 16842.14 n. DuraGard Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1.16842 R4 IT (b) Inst 16842.14.1)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 16842.14 for Design Pressure Ratings, any F; if R .2_. R.7....AE.._.{1�.).._Evgl..,1Eia42..14.,_Isdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.15 o. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No 1: L1E�842... R4..._ll.....(p)._inst,. 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 16842.15 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842.15.ocif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.16 p. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL16842 R4 II (b) Inst 16842 16 pdf 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 16842.16 for Design Pressure Ratings, any FL16842 R4 AE (b) Eval 16842 16 odF additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.17 hlite Slider XX Fq.— Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.17.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 16842.17 for Design Pressure Ratings, any FL16S42 R4 AE (b) Eval 16842.17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.18 r. Sashlite Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 1644" 18 pdf 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 16842.18 for Design Pressure Ratings, any Ft. 16842_R4 AE (b) f:_ya[ .T.6842.1� d_f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.19 s. Sashlite - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL.1.6842 R4 IT (b) Inst 16842,12..pdf 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 16842.19 for Design Pressure Ratings, any F) ;2,,,_kR A.E.„„(! ,),_Ev l...1,6,%3.<(.1,_1`?.pdf additional use limitations, installation instructions and prod ataied0by:Indc��ndenl:Th� oarty: Yes particulars. • • • • • • • • • . ••• • 16842.20 t. Sashlite - 3 Slider XOX • • Eatauded Vinyl "Mon-ImpectL' Horizontal Sliding Window (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No •1! • 1684 .• 4 1• b)._Inst !SF f .t:lQ,pd • ..... .�............(•_ • . Approved for use outside HVHZ: Yes • • •Verifie By: Lyndon F.hr�idt,�.E. 43409 Impact Resistant: No • • • •tiretted by InaepEndenVThlyd Party: Yes Design Pressure: N/A • IvaluadWb Reppits • • • • Other: See INST 16842.20 for Design Pressure Ratings, any FL16842 R4_8E ,Ltl_LEval 16842.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV Psf%2... 9/20/2018 Florida Building Code Online Page 5 of 5 Go to Page = a Back Next 40 0 Page 1/ 2 42 0 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . product Approval Accepts: M � i --F 0 Credit Card Safe • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • % • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV Psf%2... 9/20/2018 HI jNewSouth W{NDOWSOLUTIONS 4901 8drfair 5d., Tampa, FL 33610 Series 9000 Model 9550 SLIDER XO IMPACT RATED - HVHZ w/ Flange GENERAL NOTES 1, This product has been evaluated and is in compliance with the 6ih Edition (2017) Florida Building Code (FBC) structural requirements Including the "High Velocity Humcane 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 the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ' requiring wind bome debris protection this product compiles with FBC Sections 1609.1.2 & R301.2.1.2 and does not require on impact resistant covering. This product meets missile level Tr and includes Wind lone 4 as defined in ASTM El996 and FBC Sections 1609.1.22 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering ancors by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for'WVH7'. TABLE OF CONTENTS I SHEET# DESCRIPTION i Typieat elevat ons. design pressures & general notes_ 2 3 � Vertical & horizontal cross sections Yerkal & -horizontal cross sections 4 Buck & frome anchoring 5 Components 6 Nil of materials and glazing details :` A 75" MAX. OVERALL FLANGE WIDTH - -- - —1� • • • 74"MAX.OYERALC FRAME WIDTH -_.__..__.._......_._. _r. •• • . •• • • MAX. OVERALL MAX. OVERALL MAX MAX DESIGN PRESSURE DAY WE DAY LIFE GLASS FLANGE FRAME DIMENSION DIMENSION TYPE POS. NEG. DIMENSION DIMENSION (OPERAK0 (FIXED) 754" X 64.0" 74A" X 63Ar 31.6" X S7.31" 3325" X SB.S6" 01, 02 +SS.0 -60.0 Note: This product, when used with Gi glazing, is not approved for use above 30 feet in the "HVHZ' DST: 2179114 scut. N.T,S, Doc. By JK CW By; LF S F1-16842.6 __.'__ . s'ar 6 ^ -- - — NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through of least 2 sheets of � � � • • � :,�1► ; r•, I { metal (maintain a min. 318" edge distance). _= S: A * �Z "r W t o �n • i a• a � v ) ! E ` .ad ...._z..............Q . 4rrrs. o C00 4 7 x1 I " • •* ' I � �E � •• • UV LO 9m[W Gt G2 ! 1 : •••• • �Y m a:4r 4 g p • a� f� = • ••• I t B LL Note: N SibNL1iE 3 W o t. Lock and keeper located 7` from -- • • c o •� r n each end of lock/meeting stile. 2 • • • • 9 r •ry`) , - „r - �� ••• 2. Metal roller assembly located 7' from 4 HORIZONTAL CROSS SECTION --' S Q y' • • • X each end of the bottom roll. d. 2 Metal Stud Construction GI f • • • • 2!- 3. Anti4ft secured to hewith j • • 4 +_ � (b) t#bx 1/2"PPtf SMS. G2 • • K E EXTERIOR INTERIOR t-t/4"MIN. a a EMS. (tYP.) O 4� a I (g1 G2 Gt 3 fl i i /� t o ° INTERIOR { g ± 13 � i • d" a � 18 EN , � N SEE NOTE 1 11 *7, •w SEE NOTE 2 12oqMEin \ v , v DATE; 2 i 4 14 ? F 2 EXTERIOR 1•1/4"MIN. z d SCALEN.1.5. 3 t EMS. (TYP.) DK. er: JK m ` 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION W clix, By L FS 2 2X Buck Masonry Construction 2 1X Buck M n NO.. Masonry Corufructkm 2 2X Buck Masonry Construction r fL-18842.E c n - a snm 2 or 6 p it a Notr 1. Lc each end of Iock/meetng stile. 2. Metal roller assembty located T from each end of the bottom roll. 3. Anti-M secured to head with (6) H6x 1/2' PPH SMS. 1 _1 le MIN NOTE: Sheet Metal Screws must penetrate a rnin. of 3 threads through of Least sheets of metal (maintain a min. 3/8" edge distance(. j 44� HORIZONTAL CROSS SECTION 3 Metal Stud Construction ALTERNATE ANCHORING LOCATION SHOWN ON THIS SHEET —_____._._..............................._..........._._._.___..___ r� INTERIOR EXTERIOR 3 2X Buck Masorry Construction i 1-1/4- MIN. EMB. ITYP.) 2 HORIZONTAL CROSS SECTION. $ IXBuck Masonry Construction ��0� TC iv- i�' Z••rt OP EXTERIOR INTERIOR z i 3 VERTICAL CROSS SECTION ` w 3 2X Buck Masonry Constuction 2 • $ • M a � Apra •4 m a s O O • � • � E li r • • 3 xiv Z W .JN 4 U� c' � o a o ;r a E: 2119114 LE: PI.T,S. By, JK ar: LFS ,WING NO.: FL-16842.6 `=IC. ............ , ... i W Y T 4 W i 00 ; '' • ♦ CNA 4"(TYPd -- i — (rYP.) ittP.) _ • -- • h�hN z m d . __ _ _ • • ... 8 m t g n• mo �., �_'_..____;'._...__,it_.._.�. _t •.y. y •• 4w �a4 TYP. \ • • • • • a z • • a: j FRAME -. F L 2X BUCK • • • • -' a 2X SUB IE 1 X BUCK q( • 2X SUB j BUCK BUCK I31313 � • • • • • • • • • • k K STEEL sruo iY • • • • • • MASONRY �' TYP. I' • • • OPENING MASONRY .... • • • OPENING 00 • • • • • c ii d f •• • w y0 Ku U � o z N� x 0� t 2X BUCK ANCHORING FRAME ANCHORING N an (UzI� to Q�w h N O�pO CONCRETE ANCHOR NOTES: a o 1. Concrete anchor locations or the comers may be odjustod to maintain the min. edge distance to rnortorjokth. 2 Concrete anchor locations noted as "MAX. ON CENTER" must be O*dted to w z nx*)tain the rnh edge cWonce to mortarjoints, odoktionai Concrete anchors ma y be required to ensue the WAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: m ° z F A N Z G ciTE: 2 19/ 14 i u.e N.T.S. ° DWG. BY: JK a ELCO axc BY. LFS ; ORAWN6 NO.: WOOD SCREW INSTALLATION NOTES: 4 t. Maintdn a minimum 51W edge distance. I"end distance. 8 i"O.a. spacing Ot F.L-16842J6,� wood screws to prevent the spbHkp d wood. sNm 4 or N J ANCHOR NANCHOR MIN.MtN.CLEARANCEMIN.CLEARANCETYPFEMBEDMENT�MASONRYTOADJACEMEDGEANCHORm" t•T/r r t TAPCON _ UITRACON • • • • • �' 4�arru RtrrvryRs.rmcm i -- 0.045' Z GLAZING BEAD mi 10 l—g SALE RMFORCEMFM 3 HANDLE STILE REINFORCEAiENT i 014. cs [- 0.09" 0.055" l I 3 GLAANG BEAD � S SILL R►SER O i 1 b ROLLER TRACK 0 18 BOTTOM RAII R9NFORCEMEM 7-= o a� a 0 S TOP RA►1 Z o0 c; n amm 14 J�°°gi •� Eu i m o6 �c°i Nf m4a -3 oz o � ^^,, • •� ° a Ki.• ^ fOHN E Wi Nmhrn mm�m�j f f ♦nNO; t Zi T 2119114 i at G. BY JK C W LFS J 1WM: No.: 2 F1-16842.6 t :ET 5— of 6 BILL OF MATERIALS REM f DESCifPRaN MAIML B _ ._.._._ 2X BUCK (SG >= 0.551 .................. .. _ WOOD C 1/4" MAX. SHIM SPACE D IX X 2-3/4" PFH ELCOO OR ITW CONCRETE SCREW ___ STEEL _ E - MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F If 10 X 2" PPH SMS (1-1/4" MIN. EMBEDMENT) STEEL J STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 Id min.) STEEL K _...__._...__.__._...._...._...................................... .........m_........,.m..... # 10 PPH SELF-DRILUNG SMS STEEL L #10 X 2" PPH SMS (1-1/2 MIN. EMBEDMENT) _ STEEL - 1 EXTRUDED VINYL FRAME (439)' _ _.__..._-RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD (736A)' RIGID PVC 3 EXTRUDED VINYL GLAZING BEAD (425A) ' _ RIGID PVC 4 RIGID PVC 5 TOP RAIL (478)' RIGID PVC 6 MEETING STILE (477)' �- _ RIGID PVC _.7 ' LOCK STILE (476)' RIGID PVC _ 8 HANDLE STILE (475B)' RIGID PVC 9 MEETING STILE REINFORCEMENT 6063 - T5 ALUM 10 _- LOCK STILE REINFORCEMENT 6063 - T5 ALUM 11 SASH LOCK ^_ 12 KEEPER 13 HANDLE STILE REINFORCEMENT 6063 - IS ALUM 14 ROLLER (TRUTH #2433-1000) 15 SILL RISER 6063 - T5 ALUM 16 ROLLER TRACK 6063 - T5 ALUM 17 ANTI -LIFT ALUMINUM 6063 - T5 ALUM 18 BOTTOM RAIL REINFORCEMENT 6063 - T5 ALUM 20 WEATHERSTRIP 1.187" X .290") • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. w • '�����itu i • • it •� a•9 GLASS BITE 7/8' OA. GLASS THK. • • • • • • • • • e •• oz GLAZING SEALANT •••• ° W (SIKAFLEX•552) • • • • • • • d S I /8" ANNEALED (VS� • • • • • • • Q•••••• • _•�_..--- 0.090" SAfLEX%•PVB IRTE SAYER • • 1/8'ANNEALEC:31ASi • • • — AIR SPACE • • • • • N I — — 1/8' ANNEALED GLASS • • • z METAL REINFORCED BUTYL Not approved for use above 30 feet in the "HVHZ". Gl GtAitNG OETAll Y 5/8" GLASS SITE GLAZING SEALANT (SIKARE(-552) G2 GuuavG oe 718" OA. GLASS THK. 1B"ANNEALED GLASS - OA90" SAFLEX• PVB INTERLAYER 1 /8" ANNEALED GLASS AIR SPACE 1 /8" TEMPERED GLASS METAL REINFORCED BUTYL SCALE, M S. M. BY; JK C Ck BY. LFS } B oluawNc wo.: a FL— 76842.6 N 5�,w 6 or 6 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry P,O. Box 230 Valrieo, FL 33595 Phone 811659,9197 Florida Board orProfessional Engineers Certificate of Authorization No, 9813 Product Category Sub Category Manufacturer Product Name NewSouth Window Solutions Series 9000 Model 9650 Slider XO Windows Horizontal Slider 4901 Oak Fair Blvd Impact Rated - HVHZ Tampa, FL 33610 w/ Flange 813 626-6000 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for NewSouth Window Solutions, based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) including 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 the "HVHZ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product complies with Section 1609.1.2.2 & R301.2.1.2.1. of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-16842.E require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". 8. See drawing FL-16842.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 02031488 TEL 02031489 TEL 02031566 Test Standard TAS 201, 202, 203-94 TAS 201, 202, 203-94 TAS 201, 202, 203-94 Testing Laboratory Testing Evaluation Lab_ Testing Evaluation Lab. Testing Evaluation Lab. Signed by Wii;iam B. Shelton, R.E. William B. Shelton, P.E. William B. Shelton, P.E. 2. Miami Dade NOA Materials Testing 17-0712.04 Saflex® PVB Interlayer (Eastman Chemical Co.) .. ... . . . • . .. 3. Drawing No. Prepared by •1btr • Siqned & Sealed by No. FL-16842.E RW Building Consultants, Inc. (CA #9813) j,,), 'Lyndon F. Schmidt, P.E. .fie •� • .• �?`'`�®� . • 4. Calculations Prepared by ,4w '': �'G E s�'�a> $o Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) {, Lyn n F. Schmidt, P.E. � 4 ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. f• • • No t•34GSi Y'• • �` • X .?+r .. . . • . ®• 5. Quality Assurance • • • . • • • r •• • • • •• Certificate of Participation issued by National Accreditation and STATE ' F J ' Management Institute, certifying that NewSouth Window Solutions is , Lyndon F. Schmidt, P,E. ,� •., e e,� „ FL PE No. 43409 manufacturing products within a quality assurance program that complies , fry.,, t,t , ;•t 10/1212017 with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 ;�' ,,W, s • •jit8t•;'�S•,r,til.1 • •• •• 000 • • • • • • 0 0 Florida Building Code Online Page 1 of 5 w. ................. BCIS Home Log In ! User Registration Hot Topics ; Submit Surcharge '; Stats & Facts ; Publications Contact Us BCIS Site Map Links Search , 0 " Product Approval USER: Public User P129-4IStAl;1.P YALM.§oU > > AoohCatOn List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15054-R6 Revision 2017 Approved NewSouth Window Solutions 4901 oak fair blvd tampa, FL 33610 (513) 284-0129 danochstein@newsouthwindow.com Vivian Wright rickw@rwbldgconsultants.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt PE-43409 National Accreditation and Management Institute 12/31/2019 Ryan 3. King, P.E. -/ Validation Checklist - Hardcopy Received FL15054 R6 COI (c) Certificate of Independence.cif Standard Year AAMA/ W D MA/CSA 101/ I. S.2/A440 2008 AAMA/ W D MA/CSA 101/ I. S.2/A440 2005 AAMA/WDNA,/C�4V1/•1.S•2/Ai40 • • •• 2011 ASTM E1g86 • • • • • • • • 2005 ASTM E1996 • • • • • • • • • • ••� ••• 2006 ASTM E169 ••• i i ••• 2008 ASTM E1996 2009 TAS 201, 202, 203 • ••• • • • ••• 1994 • • • • • • • • • • • • • • • • • • • • Florida trcensPj1Professi@%al 1 jineer or0!chitvct FL15054 R6 ECIUIV (a) Equivalency of Stand3rdr odf ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPl8Ew9... 9/20/2018 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/23/2018 Date Validated 02/05/2018 Date Pending FBC Approval 02/15/2018 Date Approved 04/10/2018 Summary of Products Go to Page = chi Pagel / 2 t FL # Model, Number or Name Description 15054.1 a. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No 1:115054 R6 If (a) Inst 1505,1. j; p ff Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.1 for Design Pressure Ratings, any FL15054 R6 AE (a) Eval 15054 1 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.2 b. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R6 II (a) Inst 15054 2 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.2 for Design Pressure Ratings, any FL15054 R6 AE (a) Eval 15054 2 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.3 c. TrustSeries Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1.5054 R6 II (a) InsL 15054.3.1)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 15054.3 for Design Pressure Ratings, any F1.15054 R6 AE (a) Eval 15054.:3& f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.4 d. TrustSeries Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL..15054 R6 Il .ja) Inst 1.5054.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.4 for Design Pressure Ratings, any F.115954,,,R6..._NE....ja.)._Lval.._15t?5h1 I;;,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.5 e. Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed "Non -Impact' Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use ;rdst:j1piiog IgstrgFtiogs • • • Approved for use in HVHZ: No F.;L15()_5!a._t2�,..._Ii.....(p.),_twst.•..1505ar5:.P. df Approved for use outside HVHZ: Yes •VerifiV33y-L4d� i S:Fyaidt� e.E. 43409 Impact Resistant: No C•eatedabyQndrep•nd•nt•Th*d Parry: Yes Design Pressure: N/A Fvald&fbn R"ortS • • • • Other: See INST 15054.5 for Design Pressure Ratings, any FL15054 R6 AE (a) Eval 15054.5.pcif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. • 000 • • • 000 15054.6 f. Sashlite Fixed Window • ExtrudedrViny4 Sash ih Frtmt Glhaze&"Non-Impact' Fixed • • Winpaw (O:Gpgigri4�t on) • • • : • Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R6 II (a) Inst 15054 6.rdf' •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiP18Ew9... 9/20/2018 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.6 for Design Pressure Ratings, any f L159.54..,,RSi,,,,llE.....(a,)„Lva(._155 t,;6,,P0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.7 g. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Impact' Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No f L1.505z1,,k6., 11-...j .)„11 -t. 15fS4;Z.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 15054.7 for Design Pressure Ratings, any i L151i`54 R6 AE (a} Eval 15054r'.�df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.8 h. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Impact' Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R6 II (a) Inst 15054 1 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Inst 15054.8 for Design Pressure Ratings, any FL15054 R6 AE (a.) Eval 15054 u odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.9 i. 4600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R6 lI (a) Inst 15054 9 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.9 for Design Pressure Ratings, any FL15054 R6 AE (a) Eval 15054 9 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.10 j. 4600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R6 II (a) InsL 15054 10.edf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Inst 15054.10 for Design Pressure Ratings, any FlA.5054 R6 AE (a) Fval 150S4.10,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.11 k. 4650 Fixed Window - Impact Rated - HVHZ Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15054_ R6 II a 1,nst 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 15054.11 for Design Pressure Ratings, any R6..._�N_L..._(c.)._t.y2.l..,1,59.54,.1_l,._L1t�if additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.12 I. 4650 Fixed Window - Impact Rated HVHZ Extruded Vinyl Direct Glazed "Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1505.1 R6I,I_.._(aj._Thst_.15,(75 ,,12...L ci_f Approved for use outside HVHZ: Yes Impact Resistant: Yes • eri es, L doriF. SchWidt,,F. 43409 reateddbyrIn epindent♦ThirdRarty: Yes Design Pressure: N/A �valu Ion • • • • Other: See INST 15054.12 for Design Pressure Ratings, any F 150 Fjf E c 'v�•1 054�I�2,Udf additional use limitations, installation instructions and produc •CreAt"by IrdepeRdent•Thtrd"rty: Yes particulars. 15054.13 ( m. 9600 Fixed Window • I Ext uded Vinyl Direst Glazed rNon4l"act' Fixed Window • •� utilVing a Oil fin:n�allati4 (p configuration) Limits of Use • • •_ • • • • • • • • • • Instillatrop Instructions • • Approved for use in HVHZ: No • FL25054 M61k (af Inst 150Z4 13.•�df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquS 73 Fr2ZyiP18Ew9... 9/20/2018 Florida Building Code Online Page 4 of 5 Design Pressure: N/A I Evaluation Reports Other: See INST 15054.13 for Design Pressure Ratings, any FI..I.5054 R6 AE (a) Eval 15054.1'3.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.14 n. 9600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL.15D.54.,.RG-,_11.1a...)...1(I.5I...15()_54,_1A,.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15054.14 for Design Pressure Ratings, any I:L15(359R..._GE.._.__(a.)._Ey,al,._15t?54.:_lt.,, Jf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.15 0. 9650 Fixed Window - Impact Rated Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No i!;L15O.5h..._kf-.._I1.%.._j1._InSt_.i55,.aS.,.ii 1r 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 15054.15 for Design Pressure Ratings, any FL15054 R6 AE (C) Eval 15054.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.16 p. 9650 Fixed Window - Impact Rated Extruded Vinyl Direct Glazed "Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R6 II (b) Inst 15054.16 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 15054.16 for Design Pressure Ratings, any FL15054 R6 AE (c) Evai 15054 16 pclf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.17 q. 9650 Fixed Window - Impact Rated - HVHZ Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15054 R6 II (a) Inst 15054.17 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 15054.17 for Design Pressure Ratings, any Fl.I5Q5 J R6 AF 'c Evai 15054,17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.18 r. 9650 Fixed Window - Impact f Rated -HVHZ Extruded Vinyl Direct Glazed "Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1.15054 R6 II (a) Inst 15054.18 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 15054.18 for Design Pressure Ratings, any f_LiSt%5 t..._k(,.._AE....,(..)._Eyq[..j5Q5h., i£?.,.pr f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15054.19 J. 4800 Twin Mulled "Common Jamb" Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Integral Mulled "Common Jamb" Twin Fixed Window with Flange (O/O Vertical or Horizontal configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15054 R6 II (a) Inst 1 5054,19 ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No • L'r9ecCby� ngc�jncF nt9Thi tl Party: Yes Design Pressure: N/A • EvaleatiomRaposts• • • Other: See INST 15054.19 for Design Pressure Ratings, any. F1.�.`•t�IS� PPE a 6"E P 1.S1i54.1.9.ndf additional use limitations, installation instructions and pro"t Orel J i)•In open nf;Tl4r:44arty: Yes particulars. 15054.20 t. 4800 Mulled "Common Jamb1 •4F*trudedyinyl Direct Glaz,pd "lyon-Impact" Integral Mulled Fixed Window 'Comm$ln J9mb" triple fixed y ip(row utilizing a Nail Fin • nstgllaEpn (OTO/p V•ertttal or I-Iflrizontal configurations) Limits of Use • Installefien Instructionks ; • Approved for use in HVHZ: No FL15054 R6 II (a) Inst 15054 20 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No • • • Create4 bg IrldegV er t Third Party: Yes https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPl8Ew9... 9/20/2018 Florida Building Code Online Page 5 of 5 Design Pressure: N/A Evaluation Reports Other: See INST 15054.20 for Design Pressure Ratings, any FL1.5054 R6 AE (a) Eval 15054�;>Q._»df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page — 140 Page 1 / 2 +0 R Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCM{k 13 Credit Card Safe .. ... . . . . . 00 ....... • ....... .. ..: as: . . • ; ..' • . • ... . . • % ; . .. ... . • .00 : https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiP18Ew9... 9/20/2018 I dmewsouth WI N DOW SOLUT10NS 4901 JQk'_alr Ivd., Tampa, FL 33610 9650 Fixed Window Impact Rated - HVHZ wJ Flange GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2, Product anchors shall be as Tested and spaced as shown on details. Anchor embedment to base material sholl be beyond wall dreOng or stucco. 3. When used in the "HVHZ this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level'D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring at these units shall be the some as that shown for 2x buck masonry construction. d. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered orchtect. 7. This product meets water infiltration requirements for "HVHT'. TABLE Of CONTENTS SHEET! DESCRIPTION — i Typical elevations, design pressures & general notes 2 Horizontal cross sections 3 Horizontal cross —sections _ 4 Buckanchoring dgFrame anchoringmm BSI of mateiicils, Eomponents & glazing details - I" MAX. OVERALL RN WIDTH 6f1" MAX. OVERALL FRAME WIDTH _ ......... - t t, w i) NOTE: VERTICAL ORIENTATION SHOWN (HORIZONTAL ORIENTATION ALSO APPROVED) MAX. OVERALL MAX. OVERALL MAX DESIGN PRESSURE RANGE FRAME DAY UTE GLASS (PSF) DIMENSION DIMENSION DIMENSION TYPE POS, I NEG. 37.1' X 73.1' 36.0' X 72 W 31.75" X 67.75" at +70.0 -70.0 61.1' X 85.1" 60.0" X $4.0" 55.75" X 79.75" G2 +60.0 _b0.0 Note: This product is not approved for use above 30 feet in the "HVHT' ••• atc 6/26/15 snot, N.T.S. owc. W JK crec. er. LFS mwurc .40, FL-- 15054.18 S"a' --L or 6 1-1/1 EMB GI )2XHORIZONTAL CROSS SEC80N Buck Masonry Construction TERIOR ;TERiOR NOTE: Sheet Metal Screws must penetrate a rnin. of 3 threads through metal. 3 HORIZONTAL CROSS SECflON. 2 Shwwn w/ Steel Stud homing Option INTERIOR 1-1/ EME r�HORIZONTAL CROSS SECTION Shown DMect to Masonry 1-114 EMB. TTIITITTI)j * .......... •`;�Wx # Vco-. ter, ITERIOR 1q ;,yam o U r Z 2 HORIZONTAL CROSS SECTION 2 I X Stud Construction NTERIOR. CAICKIVK ALE: N, T. S. JK m K. 9Y: LFS ? • FL— 15054.18 a EET _L OF 6 I -I/ EME rl `� HORIZONTAL CROSS SECTION �$ 2X Buck Masonry Construction NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through metal. 1 3 HoRgONTAL CROSS SECTION �3 ) Shown w/ Steel Stud Framing Option !NTEi IOR EXTERIOR 1-114" EMS. -.._..._..........------ MAX. DESIGN PRESSURE FOR ALTERNATE ANCHORING LOCATION SHOWN ON THIS SHEET ±65 PSF (UP TO 36" X 77'FRAME SIZE) ±50 PSF (UP TO 60' X 84!'FRAME SIZE) TERIOR ,jERIOR W/4 EMS. HORIZONTAL CROSS SEC17ON Shown Direct to Masonry Y, 'off • EXTERIOR * * 0 0 so 0 ri`HORIZONTAL CROSS SECTION 3 IX Stud Consirmlion NTERIOR tJCitKIVK TE; 6126115 ALL N.T.S. G, 5Y. A LFS AWM ta� FL-15054. 18 .......... Err or j IR S" UAY P.J 2X BU MASONRI OPENING BUCK ANCHORING 60" x 84" MAX FRAME SIZE CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odusted to maintain the min, edge distance to matarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the rein, edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX, ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw • 1/-r 1.1/� 2" 4" TAPCON ELCO • 1!4 1.1/4" 1" 4 ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a mi ntmum 5/8" edge distance. 1"end distance. & I' o.c. spacing at wood screws to prevent the spitting of wood. 2X BUCK --\,I I -X'--- i IT P•1 T O Z� 0 Q„ • • O • r p, c 0� •'r • • • 'OrirlM M ��� a n °O�t •• • • t. ' •••••• �.m._.. • a UN •• v Lip lei •••••• t^i ew 8 No a a Q y • • p 1- •••y •••• E oZ �Y• •• •• •• • • • • • • Nd a O _ ox a � a a BUCK ANCHORING 36" x 72" MAX. FRAME SIZE SME'; N.O.S. DWG. Br JK ". BY, LFS DPAW#4 NO, FL-15054.18 SHEET 4 OF f] FRAME— 2X BUCK MASONRY OPENING l 2X BUCK H 1XBUCK DIRECT TO MASONRY STEEL STUD FRAME ANCHORING 6T x W MAX. FRAME SIZE CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distonce to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortar Joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor tob+e: ANCHOR ANCHOR MIN. -MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW TAPCON ELCO c 114" 11/,r 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" ed distance, )"end distance, d 1"o.C. spachtg of I. 8e wood Screws to prevent the splttkV of wood. 4" I r0.r 1 f E PIR 2X BUCK I I 1XBUCK 71 + FRAME- •. CT TO e I ONRY L STUD ' , 2X BUCK p MASONRY ; d OPENING Ci < O Q FRAME ANCHORING 36" x 77' MAX. FRAME SIZE y.`-A . .So r .-. 6 0 C •• •••• Az mt V , 000000 N �D N pp ,} R W 1 O 0*00 n i m IX • • •••• • b ` O Z EEi � • 1 ••• ••• • � {wig •• 1 • • •� • 015 • • • 06 • • •z • • m z w 2 VI 1 Q O a a ALL N.T.S. o. er: JK x a*' LFS W uvwc rn.: FL-15054.18 CET _L OF _L B►U OF MATERIALS REM r mctfpnoN MATEAW A IX BUCK (SG >= 0.55) WOOD 2XBUCK (SG >=0.55) WOOD C 1 /4" MAX. SHIM SPACE D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C40 CONCRETE F # 10 X T PPH SMS (1-1/8" MIN. EMBEDMENT) STEEL _ G 1/4" X 3-1/4" HWH ELCO OR ITW CONCRETE SCREW _ STEEL H 1/4" X 2-3/4" HWH ELCO OR ITW CONCRETE SCREW STEEL j STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 ksi min.) STEEL K # 10 PPH SELF -DRILLING SMS _ STEEL L Y_ # 10 X 2" PPH tk S (1-1 /7' MIN. EMBEDMENT) STEEL EXTRUDED VINYL FRAME (437)` RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD (736A)* RIGID PVC 12 FRAME ADAPTER RIGID PVC THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". J``�,%u4K rrJG 2,14" --- 1.64 ._..----• _ a z. A. �G 3 1 �� i i•• �` vl5i� 3-• 0.045i • -•j o ro Z 0 -� •••••• •� t E zm ee GLAITNG 6EAd • s•• £ a$ 50 o a Ll { CW 0.39 • • •••• • Owe* • z • We •••• • •off OAS' ('- �°• •••••�; m �z U FRAME O O 0 J O a a m � Z FRAME ADAPTER x r 1j1 1/2' GLASS BITE GLASS WE GLAZING SEALANT GLAZING SEALANT (SIKAFLEX•552) —� -_ _ 71T O.A. GLASS THK. (SIKAFLEX-552) 7Ar O.A. GLASS THK. 1 /8" ANNEALED GLASS • ' — I /8" ANNEALED GLASS 0.090 SAREX PVB INTERLAYER J — 0.105' SENTRYGLASS WTERLAYER / I/8"ANNEALED GLASS �" 1/8"ANNEALED GLASS \ ~ — AIR SPACE —AIR SPACE _ 1 ANNEALED GLASS 1/8" ANNEALED GLASS ALUM. C_— ALUM. SPACER DATc 6126115 SC.u: N.T.S. Gi GLADNG DtTA1L G2 GLAIIMG DETAu DWO. er: JK cant, er: LFS MAWN6 No.: NOTE: GLAZING > 36" WIDE REQUIRES TWO (21 SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 f L-15054. 7 8 SNECT f OF 6 • • R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate ofAuthorixation No. 9913 Product Category Sub Category Manufacturer Product Name NewSouth Window Solutions 9660 Fixed Window Windows Fixed 4901 Oak Fair Blvd Impact Rated - HVHZ Tampa, FI_ 33610 w/ Flange (513) 284.0129 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for NewSouth Window Solutions, based on Rule Chapter No. 61 G20-3, Method 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) including 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 the "HVHZ", this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15054.18 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". 8. See drawing FL-15054.18 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sinned by ATI C9933.05-401-18 TAS 201, 202, 203-94 Architectural Testing, Inc. Shawn G. Collins, P.E. TEL 02031566 TAS 201, 202, 203-94 Testing Evaluation Labs. William B. Shelton, P.E. 2. Dade County NOA Materials 17-0712.05 Saflex PVB Interlayer (Eastman Chemical Co.) 17-0808.02 SentryGlas Interlayer (Kuraray) 3. Drawing No. Prepared by �.• • • • • .6igwed&Sealed by No. FL-15054.18 RW Building Consultants, Inc. (CA #9813) ; ; `.; ; ; ; yido1 ' n F. Schmidt, P.E. .� 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. #9813) •�tt% • �.• •�;�,4 . (� ,{f� � Lw d & Sealed by (CA *e �D e,,Lyndon F. Schmidt, P.E. ASTME 1300 Glass load Lyndon F. Schmidt, P.E. �;.��G�E +` S ��,, 5. Quality Assurance `�'►~ : • r��No 041449: `. • •;•14 Certificate of Participation issued by National Accreditation and Management 0; • • • • • • ; • -10 • Institute, certifying that NewSouth Window Solutions is manufacturing s • •. 0• ' products within a quality assurance program that complies with ISO/IEC ` '. Lyndon F. Schmidt. 17020 and Guide 53. ;� STATE OF . +tU: P.E. '"i • FL PE No. 43409 J. •� • • •• • •�<CL�.''. 2/5/2018 '�� • J < :�•� I'r� Sheet 1 of 1 %� . MftwSouth 2526 Okeechobee Blvd. • West Palm Beach, FL 33409-4006.561-712-9000 INDOW SOLUTIONS 1401 S. State Road 7 • N. Lauderdale, FL 33068 • 954-935-8300 www.NewSouthWindow.com # C-1330822, SCC-131151763 Madezgy_c-�' rida for Florida Homes Date C2q _-5 ?� /F To I ie E-mail Home Phone Cell Phone 305 -3.,?7. -5. City State Zip „:_30 Business (Mr./ Mrs.) Replacement Windows • Entry & Patio Doors • Storm Doors • Impact Resistant Windows & Doors WHOLESALE & RETAIL WINDOW CONTRACT NewSouth Window Solutions agrees to measure, manufacture or furnish and service the following custom made windows for the amount STIPULATED BELOW: All NewSouth Vantage Series Windows include Double Pane, Low-E glass with Argon gas, and 12 point fusion welded corners. All Vantage windows are sealed and vacuum tested for Wperior argon retention. Color Options (whole window) OWhIte OTan ❑ Bronze (exterior only) InterlarColors White ❑Tan Colors may vary slightslighty, from sample (Initial) LOW-E GLASS: 366 GLASS ❑ 340 GLASS E GLASS YES ONO TEMPERED GLASS OYES ❑ NO ALL SASHES ARE ARGON FILLED -WITHOUT EXTRA CHARGE FLOCATICIN:I�jh LOCATION: w GRIDS GROS GRIDS& STYLE ❑ Wantage ❑ Tantage9000 single Hung ❑ Mantage 9000 Impact ❑ other: QUANTITY DOUBLE HUNG E-VANTAGE ❑ Arch QUANTITY PATIO DOORS I (HALF -SCREEN STANDARD) O Full Screen SINGLE HUNG ARCH OR ❑ ❑ impact [3 non -Impact ❑ Open Praire Grids / ❑ 9000 SINGLE HUNG (HALF -SCREEN) . Q'i*Ppact O non -Impact ❑ 5/0 x 6/8 Indicate size, draw arrows for direction ❑ 9/0 X 6/8 of slide outside looking In (OSLI) ❑ $/0 X 8/0 ❑ 9/0 X 8/0 2 LITE SLIDER E-VANTAGE ❑ ❑ 6/0 X 6/8 ❑ 12/0 X 6/8 (XX, HALF-5CREEN STANDARRD)O Full Screen ❑ 6/0 X 8/0 ❑ 12/0 X 8/0 I 9000 SLIDER O OX or of XO ❑ utside looking in B'fmpact O non -Impact ❑ 8/0 X 6/8 ❑ 16/0 X 6/8 ❑ 8/0 X 8/0 ❑ 16/0 X 8/0 PICTURE WINDOW VANTAGE z (NO SCREEN) SK'Pact 0 non -Impact 3 PANEL PATIO DOORS O impact ❑ non -Impact 3 LITE SLIDER WITH PICTURE WINDOW (2 SCREENS) ❑ Impact O non -impact L E indicate size, draw arrows for direction of slide outside looking In 1/4-1/2-1/4 configuration 4 PANEL PATIO DOORS ❑impact ❑non -Impact _ • AWNING & HOPPER N CASEMENT(OSLI) _ LEFT HINGE --RIGHT HINGE N DOUBLE CASEMENT 000 Indicate Sloe, draw arrows for direction of slide outside looking In O impact ❑ non -Impact ❑ HALF ❑ EYEBROW a ❑QUARTER -ROUND a ❑TRAP ❑OTHER ROUND (DRAW IN SPACE) GRID STYLES ❑ STANDARD ❑ CONTOUR ❑ BRASS/GOLD/PENCIL Was this home built prior to 1978? O Yes No ❑ Colonial ❑ Prairie ❑ Open Prairie If yes, the undersigned agress to the terms and conditions of the NewSouth Lead Safe Work Practices Addendum. if house tests postive for lead, an additional $65 per window will be added to the balance. Buyer's Signature TOTAL NUMBER OF WINDOWS ON THIS ORDER: TOTAL DOORS: ** Subject to NewSouth field engi eering and approval. / f eawi %2— ❑ Customer agrees to allow NewSouth to display a yard sign until 30 days after completion. TWO YEARS FREE IN HOME SERVICE BUYER'S RIGHT TO CANCEL BUYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Total price* $ '�90j 000 Down payment. BUSINESS DAY AITER TI 1E DATE ^F THIS TRANSACTION. BUYER MINY Delivery/commencement. $ USE THIS CONTRACT AS THAT NOTICE BY WRITING "I HEREBY CANCEL" Balance due upon final $ AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE window/door installation. NOTICE MUST BE DELIVERED TO THE SELLER ATTHE ADDRESS SH01a K ABOVE. . . Q it �k Finsn;ng V Cash on Completion 0 * 0 0 , 000 All material is guaranteed to be as specified. All work is to be completed in a worl<manlike`manner'accord ng to standards and practices. This contract is valid only with proper signatures. NewSouth shall not be held responsible for time and material delays, strikes, acts of God or any other matters beyond its control. NewSouth is not responsible for any pre-existing structural cQncIitjgn4. No gther Work to be djopg, all other work to be excluded. Owner agrees that the equity in this property is security for this contract. Sind $is (2)ntract;ca?Is:o;madd tQ orQer goods, it is not subject to cancellation except as stated above. Start installation approximately weeks*Vom;jb&e.aate;VJrbal Vrdjnise%can cause misunderstandings, therefore this contract constitutes the entire understanding of the parties, and no•othe rStaltding collateral, verbal or otherwise, shall be binding, unless signed by both parties. NewSouth to remove and haul away all job ated de ' . ales and discounts allotted. All charges included above. Thank you for o Buyer's Sioature Rnvar'c SinnattfrP NewSouth Manufacturinq Authorized Officer