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HomeMy WebLinkAbout19-21294 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21294 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21294 Address: 37449 REDBERRY CT Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL' Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: WEDGEWOOD MANOR Est. Value: Parcel Number: 10-26-21-0120-00000-1210 Improv. Cost: 20,919.00 OWNER INFORMATION Date Issued: 5/31/2019 Name: DUNKLE, ROBERT & LINDA Total Fees: 217.50 Address: 37449 REDBERRY CT Amount Paid: 217.50 ZEPHYRHILLS, FL 33542-7944 Date Paid: 5/31/2019 Phone: 813-395-6016 Work Desc: REPLACE 8 WINDOWS & SIDER S/S CONTRACTORS APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 217.50 Lffi �Q s ections Required FOOTER 2ND ROUGH PLUMB MI C INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Cooes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. O C SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I 813-780-0020 City of Zephyrhills Permit A Ion 780-0021 Building Departure Date Received Phone Contact for Pe fitting d Owner's Name DUNKLE ROBERT A&LINDA J Owner Phone Number 813-395-6016 3 449 REDBERRY C Owner's Address ZEPHYRHILLS FL 33542-7944 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37449 REDBERRY COURT LOT# SUBDIVISION PARCEL ID# 10-26-21-0120-00000-1210 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ex ADD/ALT = SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOW 8,SLIDING GLASS DOOR 1 BUILDING SIZE I SQ FOOTAGE HEIGHT TITrI"1".. . . . . . . . . _r IT.. . . . . . . =BUILDING $ 20,919 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION -6 V =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO /.� �� `,� NEWSOUTH WINDOW r BUILDER COMPANY (�( SIGNATURE REGISTERED Y/ N FEE CURREN Y/N uo f� Jw� Addr 10741 CROSSROADS COMMERCE BLVD,TAMPA 33610 License# CRC1330822 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Al commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW.(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that-the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in,the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in'writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OB AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF OOMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CON To -- _ Subscribed and sworn to(or affirmed)before me this Subscribed a ed).bfole me this by - v Who is/are personally known to me or has/have produced Who is/are rsonally known to a or hasthave produced as identification. as identification. i C Notary Public ` ary Public Commission No. Commiss o. Name of Notary typed,printed or stamped Name of Notary type ��inted or, ort �'`• Expirespee�v627E457 - "a,o ru tuber 12,2922 YFai,G�3urancy 800,3gS,Mfg " o r O ' FIUUIUH City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �S �f�'� v" Ad_ Date Received: Site: AW"' Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ v � This comment sheet shall be kept with the permit and/or plans. 4 MA`S 2 8 2019 Kalvin Switzer s Examiner Date ntrac and/or Homeowner (Required when comments are present) i Q Plan Review Windows & Doors 1) Need. manufacturing_ installation specifications: 2) .Must meet sections R-308 and 11612 of the 2017 F.B.C. 3) If:windows are to be installed inside the historical district,they will need to be approved by the historical committee: 4) No other'work-shall be permitted (framing, plumbing, and mechanical) unless otherwise specified. 5:) This is for replacement (glass for glass) o.nly.. If you wish to change from screen or vinyl windowsto glass,then additional information is required. 6) All windows,to wall connections shall be left visible for inspection.. 7) All.labeling and stickers shall remain on Windows until final inspection. 8-) No work shall:start without permit first-. INSTR#2019077684 OR BK 9902 PG 1589 Page 1 &1 S/H 05/08/2019 08:38 AM Rcpt:2052624 Rec: 10.00 DS:0.00 IT:0.00 PauCa S. O'Xei�PkD., Pasco County Clerk&Comptroli"er ;. Permit No. parcpj ID Ne 10-25-21-0120-00000.1210 NOTICE OF COMMENCEMENT State of FLORIDA County of PASCO THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Flgdde Statutes, the following information is provided In this Notice of Commencement 1. Description of Property.Parcel Idenficaton No. _10-26-21-0120-00000-1210 Sheet Address: 37449 REDBERRY COURT ZEPHYRHILLS,FL 33542 2. General Description of Improvement REMOVE AND REPLACE SIZE FOR SIZE WINDOWS AND/OR DOORS 3. Owner Information or Lessee Information it the Lessee contracted for the improvement DUNKLE ROBERT A 8 LINDA J 37449 RED9ERRY CT Name ZEPHYRHILLS FL Address City State Interest in Property: OWNER Name of Fee Simple TiBeholder. M different from Owner listed above) Add1B9" NewSouth Window - C4ry- _.. state 4. Contactor � 10741 1 I AbSSROADS COMMERCE BLVD. Tampa FL Address city state ntraCa dot's Telephone No.: 813-62"000 ) 5. Surely: Name Address City State Amount of Bond:3 Telephone No.: B. Lender. Name Address City Stale Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by " Section 713.13(1)(aX7),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the I.ienoes Notice as provided in Section 713.13(1)(b),Florida Stunules. Telephone Number of Person or Entity Designated by Owner. 9. Eypiration date of Notice of Commencement(the.eurairallan data may not be before the completion of construction and final payment to the contractor,but will be one yearfrom the date of recording ur&w a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN _ RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO"OBTAIN FINANCING,CONSULT -- NTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of de penalty endufy,I declare that I hew read the foregooiing notice of commencement and that Via fads f ads,stated therein are tore to the best STATE OF FLORIDA COUNTY OF PASCO Signature of Owner or Lessee,or Owners or Lessee's Authorized Oltfcari0 dor/PartnedManager Signatorya T-dwoffice The foregoing instrument was acknowledged More me this LLdayor MArcft .20 Lt by,, i l n d a N n k i, as 0 w%t Gr (type of authority,e.g.,officer,trustee,attorney in fad)far i44 W -504 1 ti W ind o W S (name of party on behalf of whom Insounent visa executed): Personally Known❑gR Produced Identification Ije' Notary Signature Type of IdentMcation Produced F L Pr iv r. Lee CP'S t theme(Print) I4 nr(a Ca j [ ," R MDACRI" . r: N)YCOh0W390P1#"FFS150 a� EXPIRES:September3.2D18 • S�Bfr1� Bmd9dThroMlotaythkEicUniMkwlho i wpdatelbcal otiescommencementyc053048 - AT FFLORIDA, COUNTY OF PASCO �� THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ` ON FILE OR OF PUBLIC RECORD IN THIS OFFICE , WIT''�SS MY HAND AND OFFICIAL SEAL THISa Y -0 DAY OF _2 o ' PAULA S.O'N LERK COMPTROLL R :. BY DEPUTY CLERK ;, a'., —' �z 0. f" OF f 1 'FED' 10 e Is is 34 RAS 40 .4 i4• 3 i5 .'F � 2:1 21 9 a Fes; 11 Notes: Back lnstallaflo�Notes'. ,.,.- ,iE; NewSouth WINDQlNsoLUTtoNS ;4 are, Window Specification and Detail Pursuant to Contract with NewSouth Window Solutions First Floor Customer: 'DUMP41-15- Address:--6-9.04q'l 01t. � City: -T-EPIA F(- Zip: 33547- Phone:(H) &QUo (C) 81 (W)_ Front Contract Date: SO il`2-fij _Factory Rep,: Fram s Screens Insulated Glass Unit Grid 0 tuns Customer Approval: 1[1-� .--- 1 1. mass i a Color (Wx H) (WxH) (WxH) Type V 2. o WIN Location Style EXT/(NT Sales Measure Opening Size Make Size Ad dlt'ional)nformatlon t/1-fol\j a6 x--.S'T X3;2 35,19 x 2 C' y i ), -rL/ il rA x (4-1 x ;4 51!1*x 91 V V, x -T 4 x 41 L 1 k,A:,-, :2,C-S k 'T5 x It x- lgj�x4f x 5 -1 - -I-L,11---4*V, Itq 7,3 x x c7 6 7 nx x U 81 'sL Al x <�' x \V 9lax S'j 10 x x x 11 x x x 12 x x x 13 x x x 14 x x x 15 I x x x 16 x x x 17 x x x 181 - x x x 1191 x x x 201 x x x -=Aw MCF.P. 4- BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications contact Us BCIS Site Map µ Links Search Florida 413roduct Approval USER:Public User Product ADDroval Menu>Product or Application Search>Application List>Application Detail J1 FL# FL1685-1-R7 - Application Type Code Version 2017' Application Status A�ppro-_ed-- Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wrig Qg�W COMPLY WITH PREVAILING rickw@rwblUnW ) jALL 0 CODESFL0 IDA BUILDING CODE, Technical Representative NATIONAL ELECTRIC CODE, Address/Phone/Email AND THE CITY OF 7—EPHYRHILLS ORDINANCES Quality Assurance Representative Address/Phone/Email LUX MAY 2 8 Category Windows 0 1 TY 0 f-- Subcategory RN I L L.3%, PLANS r N Compliance Method Evaluation Report from a Florida Registered Architect or a fficehs Florida Professional Engineer 0 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. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R7 COI (d)Certificate of Independence.nd Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code 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 Page 1/2 40 0 FL# Model,Number or Name Description 16851.1 a.9400 Single Hung Window Extruded Vinyl "Non-Impact"Single Hung Tilt Window New Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b)Inst 16851.1.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 16851.1 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.1.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product 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 II (b) Inst 16851.2.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 16851.2 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.2.rdf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. 16851.3 c.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New Construction with Nail Fin (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b)Inst 16851.3.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 FL16851 R7 AE (b) Eval 16851.3.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16851.4 d. 9450 Single Hung Window Extruded Vinyl "Impact"Single Hung Tilt Window with Flange (0/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b)Inst 16851.4.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 16851.4 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.4.oddf additional use limitations;installation instructions and Created by Independent Third Party: Yes product particulars. 16851.5 e.9450 Single Hung Window Extruded Vinyl "Impact"Single Hung Tilt Window New Impact Rated-HVHZ Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b)Inst 16851.5.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 16851.5 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16851:6-- —� f.9450 Single Hung Window Impact- Extruded-Vinyl_"Impact"Single Hung Tilt,Window with Flange �—Rated--HVHZ ------- _.(O/Xconfiguration) I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b)Inst 16851.6.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 16851.6 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes 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 II (b)Inst 16851.7.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 16851.7 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.7.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product 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 FL16851 R7 II (d) Inst 16851.8.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.8 for Design Pressure Ratings,any FL16851 R7 AE (d) Eval 16851.8.c)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product 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 II (d) Inst 16851.9.12df 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 16851.9.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product 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 II (c)Inst 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.g_df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16851.11 k.4450 Single Hung Window Extruded Vinyl"Impact"Single Hung Window New Impact Rated-HVHZ Construction with Nail Fin(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b)Inst 16851.11.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 16851.11 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.11.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16851.12 I.4450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Window with Flange Rated-HVHZ (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b)Inst 16851.12.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 16851.12 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.12.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16851.13 m.4000 Twin Single Hung Window Extruded Vinyl "Non-Impact"Twin Integral Mulled Common Jamb Single Hung Window New Construction with Nail Fin (O/X I O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FU6851 R7 II (b)Inst 16851.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes -0 2-n -'� 55 MAX.OVERALL FLANGE WIDTH 333 .. * -fin 54"MAX.OVERALL FRAME WIDTH Z 5y °o WINDOWSOLUTIONs >' a 4901 Oa a,FL 33610 / o N •; E0; Zm oU n U) 9 CW °• "� mdam o cZ �9450 single Hung Window o � �w IMPACT RATED - HVHZ �� A z / 3 ,S2�z 16 w/Flange < oW 0 = m dd1d GENERAL NOTES ^ / o c5 1. This product has been evaluated and is in compliance with the 6th Edition o (2017)Florida Building Code(FBC(,including the"High Velocity Hurricane I Zone"(HVHZ). / m 2. Product anchors shall be as listed and spaced as shown on details.Anchor / Z m N embedment to base material shall be beyond wall dressing or stucco. n W o _ N Q o tnV o 3. When used in the"HVHT',this product complies with Section 1626 of the Florida N g N Building Code and does not require an impact resistant covering. w z 3 w o 4. For 2x stud framing construction,anchoring of these units shall be the same as WN Z to Ln that shown for 2x buck masonry construction. a e 0 13 ° ¢Uj 5. Site conditions that deviate from the details of this drawing require further 0 0 0 0 0 engineering analysis by a licensed engineer or registered architect. g Q MAX Z Q J z TABLE OF CONTENTS H1AX:,OVERALL`f .MAX OVERALLi.;; i.::..::.......:.: _s.: DESIGN PRESSURE>.'::.` o N m N m m ME':.::.: :ie::;;'DAY.LIIF;".;`::... DAY:LRE::ci::- ::'GLASS.;i" i.:;r:s•.,:. z DIMENSION FLANGE;':;.`'.':.a;, :`FRAME::'.';,. :DIMENSION:.::' �PSf1.i`!.?.`: -0 v n N•-Z o° w SNEETtt DESCRIPTION _ _. ... .. .TYPE.:.: '., -.. I Typical elevations,design pressures&general notes DIMENSION.. :. :::.::,:DIMENSOQ.;,.,,:_ :.,:i:(OPERABL .::i.,:;;:;..fFIXED).r:-:::e:: :.....::...... :::::POS:.,=::r ;:rNEG.:.::: DATE: 2/19/14 ? 2 Vertical&horizontal cross sections 55.0"X 77.0" 54.0"X 76.0" 47 25 x 34.38" 49.75"x 34 5" G1,G2 +$$,Q 65 Q sM, N.T.S. 3 Vertical&horizontal cross sections M.BY: JK m 4 Buck&frame anchoring CHY Br: LFS 3 38,0"X 63.0" 37.0"X 62.0" 30.25"x 27.38" 3275"x 27.5" GT,G2 +65.0 -85.0 5 Components oa MNG No.: v 6 Bill of materials and glazing details s Note:This product,when used with G 1 glazing,is not approved for use above 30 feet in the"HVHT'. SHEET t OF 5t 6 " V d' R;\Clients\New South Windows PERMANENT\A-Florida Product Approvals\FL-16851 Single Hung\C-Drawings\FL-16851(2017)\FL-1685L6.dwg,2.2 Z ID O W 7 .. � .d. • aCL NA N-r N� 30 n 3 2 •L n � N W x Q 0 0 0 0 to 0 N A W N N N 0 lO mo v A O� � H N N N a O Z n-Zi ' O �f1 o m y h A N .N.• (-=A N O 3�OK. 5 ❑ � �ca n (� ; '� Il a z 3 N —p'•M v e N 0 < V a m C4 A — Z v• • IA Irn A m Z T A T N N (T O 1� v •o v , �A IlllllJJJIII U n N 0 C) A O E Q y Z n A W W 0 ca 0 -n y W tp m 1-1/4"MIN. 0 1-1 "MIN. EMB.(YP.) A EMB.(TYP`\\\\\tn1nNrrrr _ No.43409 * '*' October 12,2017 " aI PRODUCT: Documents Pmpand By:i� •' i 5 10 08 17 UPDATE TO 6TH ED. 2017 FBC JK SINGLE HUNG WINDOW Lyndon F. Sahmldt �i�� •FZOA1•'•' Dw.✓•0�?`� tV 4 2 13 17 ADDED 37x62 WINDOW SIZE LFS P.E. No. 43409 �/ss IN o Z 3 9 27 16 ADDED Ali. ANCHOR LOCATION LFS • 2 12 17 15 ADD GLAZING DETAIL JBY R ASSEMBLY: KBUILDING CONSULTANTS, INC, z 0 1 6 26 15 UPDATE TO 5TH ED. 2014 FBC r/V P.O. Box 230, VDldco, FL 33595 a1 {' NO GATE VERTICAL & HORIZONTAL phone No.: 813.659.9t 97 REVISIONS CROSS SECTIONS Phone CA No. .6 9 2014 R.W.BUILDING CDNBULTAWa[No. FBPE 1�`'it r'rfi NOTE:Sheet Metal Screws must ��`� _ ��i� R penetrate o min.of 3 threads A, f through at least 2 sheets of metal E ° '^'�=, =,�' j► o'z A C 3 2 21 v 3 INTERIOR D 2!°• �'�i '•+`•�J` j>°„mj m o r°s°D z O 1 L J i n ov coxz� BJmcW C oa p oa ti J, °Z j /1 14 12 SEE NOTE I o z h J 2 GI G2 EXTERIOR G2 GI l i NQ i a ai_ 10 U xw c 4 HORIZONTAL CROSS SECTION m �Cn 8 3 3 MetatStudCorufiucton w N �o Note: 3 I.Lock and keeper located?"from INTERIOR z " o y 3 each end of lock/meeting ra(I. E 7 0 ±55 PSF a 0. EXTERIOR c 1•I/4 MIN. MAX.DESIGN PRESSURE FOR ALTERNATE 20 (TYPI 7 m EMS.{TYP.j ANCHORING LOCATION SHOWN ON THIS SHEET A 4 B (FOR FRAME WIDTH>3T OR FRAME HEIGHT>62') G2 Gl E2 _ (° vo C C 8 nN¢ 2 " 1 INTERIOR a L 18 4 4 t8 22 13 �o�JN rn 21 GI G2 21 wz='aw o 24 � � o ° 5 C �oo � 0 B z �fla a D w . � d NrNd z " ` 3 3 3 E OAT- 2 t 9 14 z D EXTERIOR D scraE N.T.S. } 2 G1 G2 2 1-1/4'MIN. Bwc.BY: JK m' EMB.{TYP.j af 3 HORIZONTAL CROSS SECTION (2�HORIZONTAL CROSS SECTION C3�VERTICAL CROSS SECTION cm xo.:L� 3 2X Buck Mason Construction v z �J Masonry 3 1X Buck Masonry Construction 3 2X Buck Masonry Construction FL-16851,6 0 N ` sesBr 3 or 6 a�'•• •-pO '_Z in n 3 EQ.SPACES ° * z=vi a I I"MAX.O.C. z Q ego` m n lam ) %(TYP.) P �i '•.....• e�5`% u a m m O n z n a g U 0Z0 1 � N L E. pm°U — SASH F L 2X BUCK — SASH o E 9 z N 2X SUB D 1X BUCK BUCK FRAME K STEEL STUD 3 g — o TYP. Z � 3 g 2X SUB MASONRY D BUCK = J o T OPENING TYP. < MASONRY d z Y ct SASH OPENING z vnw SASH ^ ¢ m U � � O c O m ¢ ¢ I I r Y of NY n� ZO m A ^N H V BUCKANCHORING FRAMEANCHORING $3 o N O C:=!W z LL W Z O Q O e 3zo� Ln b N Q V,In CONCRETE ANCHOR NOTES: n¢ w 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. o o aoo$D- edge distance to mortar joints. z ° 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to ^ LL maintain the min.edge distance to mortar joints additional concrete anchors = F may be required to ensure the MAX.ON CENTER"dimension are not exceeded. o n^^b W i W 3.Concrete anchor table: MINA CLEARANCE -MIN.CLEARANCE z ANCHOR,;;.ANCNOR ':::r:'?:MIN:..;>;` b a m a o ° TQMA'SONRY,?:;: >TO:AD.IACE{7G' z ri d >JYPE...2i;'.: 31IE:i t E/NBEDMEM;;t.'s:b;:`eEDGE'' `:.:::; ```:.`ANCHOR': wTF: 2119114 IrW z TAPCON® 1/4" 1-1/4" 2" 4" SCALE: N.T.S. ° Dn.By: •JK m' ELCO 114" 1-1/4" 1" 4'ULT ON aiw BY. LFS 3 RAC 3 WOOD SCREW INSTALLATION NOTES: DMwwc No.: v 3 I.Maintain a minimum 5/8"edge distance,1"end distance,8 I'o.c.spacing of FL-16851.6 wood screws to prevent the splitting of wood. N u SHEET 4 'or 6 d R:\Oients\New South Windows PERMANENT\A-Florida Product Approvals\FL-16851 Single Hung\C-Drawings\FL-16851(2017)\FL-16851.6.dwg,5-2 2.2r 3,27' 1D P w y Q0.067' I N N o0�0 F O r� a f 0 o OIN Q 0 2.19" D 2.74" m 0 0 0 �t y aP T D 1.78" 1.61. m Tl-•--1.66" I W f to N �r� 1.24" ? C) m o " g I I — y a � � �a -0.26" 0� m y W o O D I AT S o o T? � II_L y y o o F�-021" to �3 0 A A r �JI 2.IT' D s m © 0.045" m I}tq 611SCHfit, o k L ND.43409 October 12,2017 T L' $ PRODUCT: Decumente Pmpored By: J 10 08 17 UPDATE TO 6TH ED. 2017 FBC �JK SINGLE HUNG WINDOW Lyndon F. Sehmltlt / (>w• ORVOI'4 2 73 17 ADDED 37x62 WINDOW SIZE P.E. No. 43409 c Z 3 9 27 16 ADDED ALT. ANCHOR LOCATION o w `' y V 2 12 17 15 ADD GLAZING DEiA1L JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 10) � in 1 6126115 UPDATE TO 5TH ED. 2014 FBC LFS P.O. Box 230, Valrico, FL 33595 as {' NO DATE BY Phone No.: 813.659.9197 REVISIONS COMPONENTS FBPE C.A. No. 9813 ®2014 R.W.BUILDING Ca NBULTANTB INC. BILL OF MATERIALS DFM# DESCRIPITON MATERIAL `�.�• "••• /aJ2�i� N B 2X BUCK(SG>=0.55) WOOD C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI z F•O� ��. c °umn E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE %�� ••.-- o m F #10 X 7'PPH SMS(1-1/4"MIN.EMBEDMENT) STEEL o m d G 2X STUD(SG>=0.551 WOOD III I I1T UN ;Z H #10 X 2-1/2"PPH SMS STEEL 5/8" z°d J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 FY=33 ksi min.,Fu=45 ksi min.) STEEL GLASS BITE 7ff O.A.GLASS THK. a 2 E s mS. w K #10 PPH SELF-DRILLING SMS STEEL GLAZING SEALANT ri E g ='d a a L #10 X 2"PPH SMS(1-)/7'MIN.EMBEDMENT) STEEL (SIKAFLEX-552) m ° a m a a 1 EXTRUDED VINYL FRAME(465)' RIGID PVC � o= 2 EXTRUDED VINYL GLAZING BEAD(736A)° RIGID PVC 1/8"ANNEALED GLASS o of 3 EXTRUDED VINYL GLAZING BEAD(425A)' RIGID PVC Q 0.090"SAFLEe PVB INTERLAYER 'Ta 4 SILL (469)' RIGID PVC 5 STILE(438)' RIGID PVC C3 1/8"ANNEALED GLASS 3 6 MEETING RAIL(477)' RIGID PVC a AIR SPACE o y 7 LOCK RAIL(476)' RIGID PVC z 8 BOTTOM RAIL(485B)• RIGID PVC 0 f 1/8"ANNEALED GLASSFZ 3o 9 MEETING RAIL REINFORCEMENT 6063-TS ALUM I METAL REINFORCED BUTYL = N 10 LOCK RAIL REINFORCEMENT 6063-T5 ALUM w 5 11 SASH LOCK 12 KEEPER _ Not approved for use above 30 feet in the"HVHZ". j o e Ln 13 BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM GLAZING DETAIL o d 14 HEAD ADAPTER(473)' RIGID PVC 18 STILE REINFORCEMENT 6063-TS ALUM J m 20 WEATHERSTRIP 21 BALANCE COVER(468) RIGID PVC 5/8 m m 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467) RIGID PVC 7/8"OA.GLASS THK. ^w GLASS BITE 24 BULB GASKET(AMESBURY) FOAM ^N¢ 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY GLAZING SEALANT N H o N EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". (SIKAFLEXS52) w Z=Q w o 1/8"ANNEALED GLASS 3 0 o x En a` f-0.090'SAFLEX®PV8INTERLAYER CD a ¢W WC]G 1/8 ANNEALED GLASS o 0 0 0 0 s AIR SPACE ¢Q¢ i 1/8"TEMPERED GLASS c::= ^N N¢ METAL REINFORCED BUTYL z o N m N b m a z O D GZ DATE 2117114 z v° sCaL: N.T.S. o . t NOTE:GLAZING>36"WIDE REQUIRES TWO(2)SETTING CNK.er: LFS 3 BLOCKS CONFORMING TO F8C SECTION 2411.3.3.1 DRAYMD ND.: � z FL—16851.6 0 d _ _ n sxecT 6 OF 6 g V C •.••\�'�1��''I'i;+li�jl,�'ap4"�:":. :tF: '.c•'. �,'�i,•'•,.m -��,:.' � - .rna:lll¢{ �C�.. a 4.i® p '`�+�F},]g��''.�f,. p..yy�.:" w,J,,,{( :f µ\'•'..•rb�.�•< e°y ffi`y .1''g„ jd' k p r 7�.�®��.:. Y'4�,�..lb d"^ay��'. &A.:�•�.Re •9.'{••°.,.�J�.fi.4',A 'mµ`�`q„�"y� �^g k�, tea: . TWO, �I•r'<<: ; BCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map Links Search Florida �. I Product Approval 1(-<- �,-- USER:Public User 7.1`'7evYJti,d�N' Product Approval Menu>Product or Application Search>Application List>Application Detail 1,7jn„� x•%.>`1 FL# t FL-16842=R4 Application Type �Reesion.,- Code Version t-2017� Application Status pproved Comments Archived El Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 (513)284-0129 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 77 Category Windows Subcategory Horizontal Slider"J t_ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan).King,P.E. EJ Validation Checklist-Hardcopy Received Certificate of Independence FL16842 R4 COI (c)Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/W D MA/CSA 101/I.S.2/A440 2005 AAMA/W D MA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/11/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Summary of Products Go to Page Page 1/2 FL# Model,Number or Name Description 16842.1 a.Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window XO utilizing a Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b)Inst 16842.1.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16842.1 for Design Pressure Ratings,any FL16842 R4 AE (b) Eval 16842.1.()df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.2 b. Series 9000 Model 9500 Slider Extruded Vinyl"Non-Impact"Horizontal Sliding Window with XO Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.2.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 16842.2 for Design Pressure Ratings,any FL16842 R4 AE (b) Eval 16842.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.3---- --- -c.—Series 9000 Model-9550-Slider.----Extruded Vinyl"Impact""Horizontal Sliding Wind ow utilizing a# . .XOrlmpact Rated Nail Fin InstaIIation_(XO:or OX-configurations) — Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16842.3 for Design Pressure Ratings,any FL16842 R4 AE (b)Eval 16842.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 16842.4 d. Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window with XO-Impact Rated Flange Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R4 II (b) Inst 16842.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16842.4 for Design Pressure Ratings,any FL16842 R4 AE (b) Eval 16842.4.oddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 16842.5 e. Series 9000 Model 9550 Slider Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a XO-Impact Rated-HVHZ Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R4 II (b)Inst 16842.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 16842.5 for Design Pressure Ratings,any FL16842 R4 AE (b) Eval 16842.5.odf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. 16842.6 f.Series 9000 Model 9550 Slider XO Extruded Vinyl"Impact"Horizontal Sliding Window with -Impact Rated-HVHZ Flange Installation(XO or OX configurations) c �=Z� 4 t Q` m WIND®WsOLUTiONS =� �- a 0� 4901 Oak`Fai�B vd.,Tampa,FL 33610 77�MAX.OVERALL FIN WIDTH Err* a UN•: 74"MAX.OVERALL FRAME WIDTH N o E w z m o 0 s0 cw Series 9000 ®dell 9550 e NM M 0.r am'o a mdD- w B 8 . SLIDER X® E °Z o � � . a � � ry IMPACT RATED Z� w/Nailing Fire W Z o� oEli t'c ¢� z N W O Q. GENERAL NOTES M a a b 1. This product has been evaluated and is in compliance with the 6th Edition(2017) NO Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. w z W�W O 3. When used in areas requiring wind bome debris protection this product ILI a complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an w 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. ti w 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. z w W N^N O 4 N :MAX-:'�;',.:':.::. .:.:.' �:.;:.., ° b ° w TABLE OF CONTENTS MAX.OVERALL-; ,`'MAX.OVERALL,:;:;:a,;;MAX:::Y z..` ''... ,:.,... DE57GN PRESSURE' DAY UIE°;: -,: DAYIIfE:::::.;.' GLASS FIN::;...:_:: fRAME:: ,::. :`.IPSF)` w SHEEN DESCRIPTION : ...; ::::.,.._E..-, ,;;<z>;sDIMENSION.-:?c..::`DIMENSION;:: ;TYPE "..'. .. z DATE: 2 17 14 1 Typical elevations,design pressures&general notes DIMENSION,r ,:DIMENSION.:.:: `°.%(OPERABLE) ;: :;; (FIXED);._c:.:. ;:.:�ii:::':.:.?;-:;:POS.::c: :NEG rill: o : N.T.S. 2 Vertical&horizontal cross sections scuE m 3 Vertical&horizontal cross sections 77.0"X 66.0" 74.0"X 63.0" 33S'X 57.31" 33.W X 5&5V GI -150.0 .60.0 DM en JK 4 Buck&frame anchoring p,K BY. LFg 3 5 Components DNAMNG NO.: Q i 6 Bill of materials and glazing details FL-16842.3 0 N 'G SHEET OF 6 O e- z 111 Note: .`��`` ``„* ►►►►'''���i 1.Lock and keeper located 7"from each end of lock/meeting stile. N m 2 Metal roller assembly located 2"from V c J—Z ro each end of the bottom ra8. _ 3.Anti-Oft secured to head with U * Q n (6)#6 x 1/2"PPH SMS. 3 v ��1' Q 20;n I •���` J o tND m >�m 0 r. m 2 °d cv moz e m 1 O X D Q m c og 9 Cw o a 0" SoLa 3 F m + mR.tT a 8 E z m � 1 m Sid 2 C o0 d a Nz 0 17 SffNOTE3 oq ° =W 2 2 ' V) Z 3 5 z" ¢o N U� r=U K 3 a 0 r a 1-1/4"MIN. a a V 1-1/4"MIN. EMB.(TYP.) EXTERIOR INTERIOR m EMB.(TYP.) 3 4 B B m m o C 15 ° 1 INTERIOR C 2 p 16 N N B 10 13 WSW o o SEE NOTE 1 11 G1 17 14 SEE NOTE 2 6 W in In U In rr 12 B ¢In� 0 Gl ��� z ° o DLL v • W z 3 , F N^N~Q zZ • m a z L= � a 3 o D E • a We 2/17/14 0 D 6 sane N.T.S. d E F 9 EXTERIOR F E g JK Dec.BY: 2 m 1 HORIZONTAL CROSS SECTION m CHN.H; LFS 3 r2 VERTICAL CROSS SECTION rc i 2 2X Buck Masonry Construction 2 2X Buck Masonry Construction °R1NN0 h a FL-16842.3 0 N _ SHEET 2 CF 6 V C Note: 1.Lock and keeper located 7"from NOTE:Sheet Metal Screws must penetrate �� ;•' Q/� m each end of lock/meeting stile. K a min.of 3 threads through metal �•' W 2.Metal roller assembly located 2"from (maintain a min.3/8"edge distance). J-i each end of the bottom roll. —Os * 2 m 3.Anti-Gff secured to head with C %� 7 z *Oti N (6)#6 x 1/2"PPH SMS. 1 ��' 'C. u n �•., ...... •. �� J O f0 AO 01 '''1l/11*Ill• % O MI m Z a N \ O Z m C f .U \V N dtW gW H c u (n s6tm m a maaW O Gl G �' a a°? 1 o S 3a 2 C Q d a 17 SEENOTE3 Nz oq r Ln 2 5 2 vi a o 3 HORIZONTAL CROSS SECTION < G� 3 Shown w/Steel Stud Framing Option 3 0 o o � z ¢ EXTERIOR INTERIOR a a G 3 4 »gym G m � 15 C a 1 INTERIOR C 2 D o 18 0 0 8 N N 10 13 14 SEE NOTE 2 rn SEE NOTE 1 11 7 G7 e w 16 0$0 aj 12 0 1 o C ~�~ oNo G1 O creel G �� i o n^^ m 0 3 N � •- Z h N Z a 0 DAM 2/77/14 = 6 N.T.S. sDarE .r.s- H 9 EXTERIOR C3 2 H 2 VERTICAL m'' JK CAL CROSS SECTION 3 H 3 A Stud Construction DRAW HORIZONTAL CROSS SECTION er LFS d Danwwc No.: a 3 2X Stud Construction FL-16842.3 0 N Sxc[r 3 OF 6 0 W MAX.O.C. 1" Z MASONRY F +++*111 ZO Yj m zo U N OPENING FRAME—,,,, TYP. 0 0 o Z o zo o m 4"(TYP.( 2X SUB ec o N as 9 o.to a 4" BUCK o a "� m a a (TYP-) MASONRY OPENING \ U `z • O� cL1 O n- v Y A ry Lw 3 2 BUCK :•'a; d�;..:,'• v J o N a Z m CZ.1 MASONRY w tYs c LL OPENING FRAME ANCHORING a m 2X Buck Masonry Construction o ci 2X/STEEL STUD FRAMING TO BE DESIGNEDo o 0, BY THE ENGINEER OR ARCHITECT TYP. OF RECORD BASED ON WIND LOADS 8•'MAX.O.C. I,, a a g., AND THE CLADDING BEING USED. (TYP.) (TYP.) } m S � n •f bv d SUCKANCHORING ^it: N W N In H WOOD w Q W o 2 rN n �( STEEL w h w 000 TYP. Lu ¢uWi¢ CONCRETE ANCHOR NOTES: a a p 1.Concrete anchorfocatlons at the comers may be adjusted to maintain the min. (j i zz edge distance to moda•jolnls. ,p_ nN,22 Concrete anchor locations noted as MAX.ON CENTER"must bo adjusted to maintain the min.edge distance to modarjoints,additional concrete anchorsmaybe requ7red to ensure theMAX.ON CENTERdlmensbn are not exceeded. o,a3.Concrete anchor table: i MIN.CLEARANCE MINI CLEARANCE13 ANCHOR..-ANCHOR '-:.MIN.::::: ..... . ..TQ MASONRY.' .';TOADIACEN(:;' D tYPE-:.:::_ 3 �ANCNOR:d:` GATE 2/17/14 i TAPC N° 1/4" 1.1/4" 2" 4" SCALEN.T.S. DWG.BY: 'K m ELCO I/4" 1-1/4" 1" 4" max,BY: �S ; 5 ULTRACON it 3; WOOD SCREW wsrANATIONNOTES., FRAME ANCHORING DRAWING No.: (.Maintain a minimum 5/T edge dstance,I"end distance,&1'o.c.spacing of Stud Construction a wood screws to prevent the splitting of wood. FL-16842.3 a V N SHEET 4 GF 6 2 R:\Clients\New South Windows PERMANENT\A-Flodda Product Approvals\FL-16842 Horizontal Slider\C-Drawings\FL-16842(2017)\FL-168422.3.dwg,5.3 V 3.29" l�n y Z S n 3 D 1.61" dL w OA � N I��J `4 n G r TO � a D O � D T O n 1.24• m 3 m N ❑ o n 0 1.24 o D 3 N o 1a � rA � Z A a o� o II II 0.26, 1 o ❑ n - m F- 1.78" O o s m 0.46° m i I T r V C 0.01, ur o p '- qEj m m 0 0.94" Tmr- 0.07"AiO 0.94" M20 ' o 0 O �L y 1�47 I1I W SCHlyjO 1.6 / No.43408 October 08,2017 2 PRODUCT: Daclrmenta Pmpared By.,� NewSouth Lyntlon F. Schmlot �i �Ot31CR', 1 j N P.E. No. 43409 �'///•���AL \��` 3 9 22 17 UPDATE TO 6TH ED. 2017 FBC JKon //f/flltlttttt e coo `' � _1 V 2 12 17 15 REVISE MODEL NAME JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 6125115 UPDATE TO 5TH ED. 2014 FBC LFS P.O. Box 230. Volrlco, FL 33595 - GATE BY RW Phone No.: 813.659.9197 REVISIONS COMPONENTS FBPE C.A. No. 9813 (1)2014 R.W.BUILDING CONSULTANTe INC. BILL OF MATERIALS REM It DESCRIPTION MATERIAL g 9BUCK(SG>=0.42) WOOD C 1/4"MAX.SHIM SPACE ":: D 1/4'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL y-. Z * p=? W E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 %�''•... _..•' .��` o ro^m p #10 X 7'PPH SMS(13/4"MIN.EMBEDMENT) STEEL G 2X STUD(SG>=0.42) WOOD JTTI it H #10 X 2-1/7'PPH SMS(13 o/4'MIN.EMBEDMENT) STEEL N z +n- y v z Z� J STEEL STUD Min.Thk.033' (ASTM A653 GRADE 33 Fy= m 33 ksi min.,Fu=45 ksE in.) STEEL N ; Eq� z m m" K #10 PPH SELF-DRILLING SMS STEEL o a w x 5 c a 1 EXTRUDED VINYL FRAME(437)' RIGID PVC `m a m d a 2 EXTRUDED VINYL GLAZING BEAD(736A)' r 4 3 EXTRUDED VINYL GLAZING BEAD(425A)' RIGID PVC RIGID PVC o E z° 3 4 BOTTOM RAIL(424B)' RIGID PVC a m 5 TOP RAIL(478)' RIGID PVC 6 MEETING STILE(477)' RIGID PVC 7 LOCK STILE(476)' RIGID PVC 8 HANDLE STILE(475B)' RIGID PVC sa 9 MEETING STILE REINFORCEMENT 6063-T5 ALUM r w o 00 c� 10 LOCK STILE REINFORCEMENT 6063-T5 ALUM m z T l SASH LOCK z 12 IKEEPER a �" 13 HANDLE STILE REINFORCEMENT 6063-T5 ALUM 0 �Z o` 14 ROLLER(TRUTH#2433-1000) ' Q 15 SILL RISER 6063-i5 ALUM a a 16 ROLLER TRACK 6063-T5 ALUM Y y m 17 ANTI-LIFT ALUMINUM 6063-T5 ALUM GLASSBITE 7/8"OA.GLASS THK. 18 BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM 20 WEATHERSTRIP(.187'X.290'1 GLAZING SEALANT o (SIKAFLEX-552) 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 1/6'ANNEAL®GLASS N N EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". (� W 0.09U'SAFLEX®PVB IMERLAYER Z o a a 1/6'ANNEALEDGLASS o 0 0 AIR SPACE I ff ANNEALED GLASS o o } a D METAL REINFORCED BUTYL n n m ^ ^W i N N Q j Z N O m � GT GLAZING DETAlL n N^z � a 3 wre 2 17/T4 z SCALE N.T.S. g g DWG.BY.. -JK m CNK BY. LFS rz 3 DRAWING NO. a FL-16842.3 0 N _ SHEET 6 8E 6 V r'r.�, 't:"" �;<,:^�'+` �'�':`'�w�n»'�°:„: >x x�Na�'..'. •`x:8a_. .=apt::..: : a. �,�,"`�:ayrs:a.d...i � �„� "'".� Cit 1�+� �*r�1w ,�. .� er<; ""�;_„�.< 'r ��a x ="�'�`:ey�Pl[eV P'.`y r•' ��::il ��5,h:.,+yg" t, z s 'fir id. r.t R"v ,$P`•• b py,• r F�� tlx: BCIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats&Facts i Publications Contact Us BCIS Site Map Links Search b a *�!Product Approval � USER:Public User Rw.µ: t,4u secyrto: Product Approval Menu>Product or Application Search>Application List>Application Detail _ :: :JCL^"'I.� FL# _FL15-4.49=R9f. Application Type R,gvision--p Code Version 2017 Application Status Ar pproved--: Comments Archived L� 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 Extoors`��� _ Subcategory SlidingkExterior-Door Assemblies --`" Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan 1.King,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL15449 R9 COI (f)Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA 101/I.S.2/A440 2008 AAMA/W D MA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/16/2018 Date Validated 08/16/2018 Date Pending FBC Approval 08/21/2018 Date Approved 10/08/2018 Summary of Products FL# Model,Number or Name Description 15449.1 a.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX Configurations-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R9 II (b)Inst 15449.1.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 15449.1 for Design Pressure Ratings,any FL15449 R9 AE (b) Eval 15449.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15449.2 b.6000 Series/Model 6200 Extruded Vinyl "Non-Impact"Sliding Patio Door-(XO or OX Oriel Configuration-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R9 II (b)Inst 15449.2.idf 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 15449.2 for Design Pressure Ratings,any FL15449 R9 AE (b) Eval 15449.2.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15449.3 c. 6000 Series/Model 6250 Extruded Vinyl "Impact"Sliding Patio Door-(XO or OX Configurations-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R9 II (b) Inst 15449.3.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 15449.3 for Design Pressure Ratings, any FL15449 R9 AE (cc)Eval 15449.3.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15449r4-- d.-6000'Series%Model 6250 Extruded Vinyl"Impact"Sliding Patio Door---(XO--or OX — Configurations---Nominal-8'0-x-8'0.)___ r Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15449 R9 II (b)Inst 15449.4.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 15449.4 for Design Pressure Ratings,any FL15449 R9 AE (c)Eval 15449.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15449.5 e. 6000 Series/Model 6400 Extruded Vinyl "Non-Impact"Sliding Patio Door-(OXXO Configuration-Nominal 16'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 R9 II (b)Inst 15449.5.1)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 15449.5 for Design Pressure Ratings,any FL15449 R9 AE (b) Eval 15449.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15449.6 f.6000 Series/Model 6350 Extruded Vinyl"Impact"Sliding Patio Door-(OXO Configuration-Nominal 9'0 x 68) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15449 R9 II (c)Inst 15449.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15449.6 for Design Pressure Ratings,any 0.at h q OF �•y24f � yy Q•J�U M�1 ~ ZV•u < T O•Z'Z�n W[N D®W SOLUTIONS _ 4�^ / 96"MAX.OVERALL FRAME WIDTH 9 63"MAX. '''''� ///!r I p'.�� z d ri m d 901 Oak Fair Blvd.,Tompa;FL 33610 D.L.O.WIDTH On..Z � U v U u 2 � L o 5 m C W v 2,2 0p 5 dta ! q m R." z? 6000 Serves Model 6250 x Ta Sliding Patio Door z a� LL 2 w W� GENERAL NOTES o i m � O 4� 1. This product has been evaluated and is in compliance with the 6th Edition o s=w o (2017)Florida Building Code(FBC)including the"High Velocity Hurricane Zone" & a a (HVHZ). 8 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. fn 3. When used in the"HVHZ",this product complies with Section 1626 of the Florida =N Building Code and does not require an impact resistant covering. Z Z ¢9 0 4. For 2x stud framing construction,anchoring of these units shall be the some as N e that shown for 2x buck masonry construction. W o .. F 5. Site conditions that deviate from the details of this drawing require further o 0 engineering analysis by a licensed engineer or registered architect. < N O Q Z TABLE OF CONTENTS MAX MAX GLASS DESIGN PRESSURE o G SHEET# DESCRIPTION FRAME D.L.O. INTERLOCK TYPE (PSF) w_z z o° DIMENSION DIMENSION 1 Typical elevations,design pressures&general notes FOS. NEG. Dare 6115115 = 2 Horizontal cross sections sGue: N.T.S. 96.0"X 96.0" 39.63"X 83.63" ALUM GI +50.0 -55.0 3 Vertical cross sections MG.BY.. JK m 4 Buck and frame anchoring CM BY. LFS 3 5 BPI of materials,glaring detail and components BMWWC k0.: It i FL-15449.4 m o skEEr 1 or S H a — — c a ``%%%%% .w; o � 3 � _ 2 :sY• z ri'••p0��' o a EXTERIORGI t p 2 NOTE Sheet Metal p 0 9-- v O Z v )( Screws must penetrate N E m z ma m° a min.of 3 Threads NOTE 12 e N a 9 d`o a 4 throughthesteelstud Z a "� 'm a:a l CJ o 1.Item G,spaced 3"from each end m 2 (maintain a min. and 6 more equally spaced(8 total). c'€ N 31W edge distance). 2.Faced panel secured to frame with > ; v°z 9 G SEE NOTE 2 Item G,8 from each end and 2 0 �a T N / / more equally spaced(4 total). <i 4 INTERIOR 3 4 HORIZONTAL CROSS SECTION N E, Bca 2 Steel Stud Construction z w C, N LL 1-1/4•MN. 1-1/4"MIN. c a EMB.(TYP.) C EMB.(7YP.) o r, s a a t ° SEE NOTE 1 ;m 3 EXTERIOR 3 G 10 2 K o ' I I G EXTERIOR 4 LLJJc=r O N En U �w ° G SEE NOTE 2 G1 9 ' dy�yy.°. 5 � ) w i z �� G p ZO INTERIOR 14 2 10 14 G1 INTERIOR 30 to El N M wre 6/75/15 a p F 1 1 s� N.T.S. K DWG.Or JK M'' r cwe.enr: CFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION ��HORIZONTAL CROSS SECTION DRAWM NO, � w 2 2x Buck Masonry Construction 2 ALUM INTERLOCK Z 2 1X Buck Masonry construction FL-15449.4 0 N SHEL7 2 OF 5 K R:\Clients\New South Windows PERMANENT\P.-Florida Product Approvals\FL 15449 Sliding Door\C-Drawings\FL-1S449(2017)R2\FL-1S4493-S.dwg,33 m n � Ip v w N V sn o F I o n � m n w ' aO o 1-1/4"MIN. r- EMB.)TYP.) o. ik o H 1-1/4"MIN. a N V F cn pc ,o O n w� p o ma >o n t, 9 Q � L � to " H O V W I� l O O n cu m T V ww v to ° n O C===M D � N " m 1.1/4"MIN. EMB.)TYP.) ��• v..:�cF1+aF.Op.�: No.43409 January 23,2018 * *— E PRODUCT: Daeumente Prepared By. o NewSoulh Lyndon F. Sehrnldt ���i l�a�•n'• QA ��` I rn P.E. No. 43409 W � _ o `' y Cn 2 1 22 18 ADD STEEL STUD ANCHORING JK PART OR ASSEMBLY: /}/�� BUILDING CONSULTANTS, INC. X In 1 10105117 UPDATE TO 6TH ED. 2017 FBC JK ✓�W P.O. Box 230, Volrlco, FL 33595 It" VERTICAL U NO DATE BY Phom No.:CROSS SECTIONS FBPE C.A. No. 8813 a107 REVISIONS 02C7B R.W.BUILOINO CONSULTANE INO. ; •• t C. Qom?J z �4'PP.) �1�P.) �(7"PP.) �� ''''`r *gym `,`` zom d U N, •—C! N Em 2 in mU II I Ia N 9o0a mdaT ,h TV. I I I I E o°z II I I cw v II F 2xsucK DIRECT TO tq MASONRY IIIIIIII IIIIIIII 3 3`a Nxms M 1XBUCK I I 2XBUCK H BUCK T STEEL STUD DIRECTTOM ¢ m UM BUCK ANDJAMB I I IXBUCK NFRAME iYP.@HEAD MASONRY 2XBUCK HMASONRY MASONRY STEEL STUD T IRECTTOOPENING OPENING AII MASONRY SILL IXBUCK N STEEL STUD T _ 2X BUCK ANCHORING FRAME ANCHORING JAMBTRACKS C ��w O a CONCRETE ANCHOR NOTES: In t.Concrete anchor locations of the comers may be adjusted to maintain the min. o w o oedge distance to mortar joints. m It 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to == o 0 a maintain the min.edge distance to mortar joints additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. WEEP HOLES LL 3.Concrete anchor table: z " , MfyYCLEARANCE:;'M1N;,CLEARANCE N Q F O O ANCHOR.;;44NCHORi;:::...... N..: 7O.M... a ASONRY.,:;.c' 70 ADJACENT-.' m f =1YP......:;:r :...... $;::: ;EMBEDMEIVt: o z .:.:......:::.:::: .r:a:;::EDGE:>::::;'°r::'.:::::::ANCHOR•;":•:r::: "+^Z a a ITW DATE 6 15/15 c TAPCONO 1/4" 1-1/4" 2" 4" z sc&E: N.T.S. 10 ELCO - 1" 4" Omd BY: JK m 1/4" 11/4" 3 ULTRACON® CKK.BY. LFS ; 'o WOOD SCREW INSTALLATION NOTES: DRMNG No.: rc a 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of m z FL-15449.4 wood screws to prevent the splitting of wood. 0 'n SHEET Q Di' S N p K BILL OF MATERIALS REM R DESCR(PRON MATERLll 1.19" o A 1XBUCKSG>=0.42 WOOD 0.09" 0.06" B 2X BUCK SG>=0.42 WOOD z C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o 4 9" �, ``� MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI GLAZING BEAD SASHSHLE ��'�++ *144 ��� O n m Z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 3 857"56-D57 2 8567,W D54 d F #10 X 2"PPH SMS 11-3/16"MIN.EMBEDMENT) STEEL m u G #8 X 1"PFH SMS STEEL _ Net a `0.a H #lO X 2-1/2 PFH SMS(1-1/4"MIN.EMBEDMENT) STEEL r-1 5'`" a m a a J 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL _ c N K #6 X 3/47PPH SMS STEEL E' 0.060 ��❑� 00 0.08" �W rn M 1/4"X 3-1/4''PFH ITW CONCRETE SCREW STEEL O o o. N 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL T T #10-16 PH SELF-DRIWNGSMS STEEL I FRAME CAP z X STEEL STUD Min.Thk 0.054"(ASTM A653 GRADE 50 FY=50 ksi min.,Fu=65 Id min.) STEEL 4 ee713s6 D5s 1 FRAME' PVC T FRAME n w 85723M&D60 2 SASH STILE' PVC r 5 a 3 GLAZING BEAD' PVC (— 1 S7' 10 ME o 4 FRAME CAP` PVC a m ti u N 5 INTERLOCK(6063•T5 ALUM) ALUM 4•53 6 SILL CAP(6063-T5 ALUM} ALUM `� o 7 SASH TOP AND BOTTOM RAIL* PVC I 0.06" I m o 8 SASH SUPPORT(6063-T5 ALUM) ALUM o o N a a 8 9 ROLLER SUPPORT(6063-TSALUM) ALUM eo t 10 REINFORCEMENT(6065-T5 ALUM) ALUM 0 09" m >>m $ 11 FIXED TRACK(6065-T5 ALUM) ALUM 12 SILL ROLLER TRACK(6063-TS ALUM) ALUM 14 REINFORCEMENT(6065-T5 ALUM) ALUM 5 356-AM RLOCK z 25 ROLLER ASSM. STEEL o F, 30 LOCK AND HANDLE z V) 31 STRIKE PLATE 1.71 �' o w o ° •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED D 3 BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS'. SASH FOP AND BOTTOM RAIL a 8568 &D55 of X 0 0.87"GLASS BITE q0-069 y 12 g 1"OA.GLASS THK. O$3/16'"TEMPERED GLASS 1.29" 1 65 Q 3 AIRSPACE SILL CAP i g 1/8"ANNEALEDGLASS 0 6 356-A5I-52-COV ryo zr Q(J 3 Z 1 0.090"BUTACffE PVB INTERLAYER o _ GLAZING SILICONE I 1/B"ANNEALED GLASS ��1 (DOW 1199) wte 6115115 z cV C ALUMINUM SPACER :ooiT 0.095' 0 0 04" swu: N.T.S.- T 3Z 3 0 GLAZING DETAIL L 1.83" �•�': JK m G1 REINFORCEMEM REINFORCEMENT FIRED TRACK ROLLER TRACK cw_BY. LFS 14 T O T T 12 ORAWING NO.: D 356-A54-55 356-A65 3 6-A51-52-TRK i NOTE:GLAZING>36"WIDE REQUIRESTWO(2)SERINGBLOCKS FL-15449.4 0 CONFORMING TO FBC SECTION 2411.3.3.1 N sHEU 5 OF 5 0 -r.:i4.K,�•.aaC'.ua�raas4f 1oT41 Crossroads Commerce.Blvd a Tampa,FL 33610 NPr11Y 011th a13 626-6004.813-626-6001.'fax INDOW icuts ww.w.NewSouthWlndaw.com Lic#CRC-1330822 Ntia w ilNilt.Fi►FMriia mil Date (�y TO E mod�D lt 11 -r+nf�tl..Ca ---�- n��l� �n r !!t ✓r' :/CR _FlomePhorse$ -- `2�'6SY�lellPhon State Replacement Windows-Entry&Patio Doors•Statm Door•Impact Resistant Windows&Doors WHOLESALE&RETAIL WINDOW CONTRACT costomma7ewntwsm LATEDBELOW NewSoulhMntlowSolutions to measureMdwfadureor furnish and swvlcethefollowi All NewSaidsVeatago SerksYwindawsInclude Doubte Pane,Law-E91ass with A'"gas and 12 point fusion welded comers. All Vamagewinribm are sealed an6vactlumjestedf r superior argon rete.Won. f�se+AofAna!rr.o►r+ +;, ;Dion' G_Wanr_R+scrwt'mMS iatnuicGaafa vr:Oran 'cnUri a rar+,mnwn e -�.,wa1m LOYw•E GLASS: WMdl.AiiS A 3}0 GLASS O9SCi10 GLASS U YES"_ NO tEMPERO.GLASS DYES afto > AUSASHESA ARGONFILLED�WITHOUTEXTRACHAitGE LOCATION; LOCATION:_ a nta Te a ainta em sin ie Fla ante. a 0,M0 In, d O other. Caps. .s•.ru. 'f"Ye. p �� s7 tWaxntc: : .:' DOOI.ENUNGF-11AMlSGL Ce t*n PA ORS hA iMALF-KflENVANDARnlOruffSr:atn rt7ngn-:•1r}teck CI OpenPralreCrW% SINGLE HUN.GARCH OR A 9000 SINGL{cHUNGSHAI!•:RLtNi �..:..�..� C?SlO x618 Cj9/QX619 rr2tUt ..... ... :. .egpciG.,,,n•x.:pr,+ ... ... dLadn+,:nn�?owng ❑510xWO -39/oXafo .. 2 WE SLIDER E-VANTAGE ❑610 X 6/8. .C7 1.21.0 X we gli,klFtr$CREfN'.rANDMaL'IL'FWt5wm a 61DX810. iaiox'e!a i ..': .. - 9p04S�UDER GD[or h:O i E Cf sm,x BID 01610 xa/o i I eclR%ly�pn!rg::+ G,mimour• J �' -� PLCTLSAEw1NDOWVAFI7AGE iFDXRtEnit .. .. �:rtgaci Ontoyntt. 3 PANEL PATIO DOORS. c trtkDKt.FJholYxnpKr i i tM Stln(R WITH plCTUgE wlydOCAY ntXAFEN51 'md,.av vm,tt'�w anawtfarairr[hanca CiQo 1 .. taMldrbor±nRin . rI F,Y:xt Ororvlmoatl ..::,� .;_....... . 4lAtiEl.PATIO DOORS .0Immd OnoNmmrt r,.{_'SASFMLMt iC:Slii' ..,kti vu;,t ' , � .� :Mta!P tYr.�Re anw�rir 11-�eaT�ln Gi[Ft1C , n "`1 : t,_, DD1taLEl'ASEr!EMt q,iflae kcaumgtn C .:m�•r_: Ouryful Ononrnaxt 3 t1AL1° ! \Q rmsww /] ❑OUARTER•ROUND. t+` -3 TRAP C)OTHER :s_y SOUND .!� IDRRW IN 3PACEI rgtIDSTYLFS' USTANOARD ONTt)Illi I;]BRASS/GOIpRENCII Na�lh6 hznetW pel otstdtons '„t`yri.thcunatiydtfilrO W,ea rnu,tia!inar,d_S�t!�aele - �cdm" 3PtJIrie -^i- ❑(peftpnirl tkn$tsVtiaaa_SMteic;RPrac»cosAOOe+on,l.Mkroufacan{w+d+r :.. .. : I+1+kx.a,+adirthna15a5 pntrnaav atN beaddarofM b�ance, TOTAL:NUMB,E��.pFWINDOWSONTH150R P: :. _ TOTAL DOORS: '_ "`SiibjecttoNewSouthfiewtihoineering and approval. : %r:a'.. `5 , _3§i(iRdt14 .\ ti_ ha'+ _. � Ulf i "G+ ' l%�' ;": Vs+1 - �i'•+:,v\4 �?rii tJ'i 1p .i.,x9 7 :s.4r.`tti. �.':�•1}• ,+1':. -.,.�,�.,' •__T.�'S.�.�L.. .5:�.:-4;,.-�_�-_.� L-—_---.L'_iL._......v:�.M. _ ._..—..Y-- 1:'4t`& r�.--..._.._.y..t-.-:.l..l. - 0Customera0Feettoa(Iov+NfWSdVthtodisplaya Yard sign unill30daysahe+Yoriiptetldi', TNOTEARSFIEIINRDIHfE"M 0UV.1rR`S 11106IT TO CANCEL p ,� $ Q RUYER MAYCANCEMAS:CONTRACTBY DELIVERING WRITTEN NOTICE Total Nce TO'`THE SELLER-AT-ANYTIME PRIOR TO MIDNIGHT OF THE-THIRD Down payment. E. 13USIh1E55.1)AY`AXTER'THE DATE OF THIS'T.RANSACTION,BUYER MAY Delivery/commencement: USE`fHIS:CONTRACT-ASTHAT NOTICE BY.WRITING'I HEREBY CANCEL" Balance due upon final $ AT THE BOTTOM AN'D'AODING BUYER'S NAME AND ADDRESS.THE Window/door.installation. NOTICE MUST SE DEiNEREDTOTNEBELL.ER ATTHE.ADDRES5 SHOWN I-)Bankfinancing Wash on Completion ABOVE. All material is guaranteed to:lie.as specified.All work b to be completed in a workmanilke'manner according to standards anti.pracUces.This contract is valid.only with•Proper signatures.Nawi. h shall not be held responsible for time.and material delays,strikes,acts of God.or any other matterS.beyond its taitiol'HewSotkih.fs''net:respo�4lbie tor'Any pre-exMi g structural eondilkms:Na other Work to be dow.,all other work'to be:excluded .Olvner agrees that tt*egWtY in this property is security'for'this contract.Since this:Gmtract caNs for made to order goads;it 6nd.sirbJett to cancellation excefso as slated+bovG;'kwt installation approximately.LL'M weeks NoM above date.YerWl pranses can cause misundesstaudingk.therefore this GoWatt constitutes the entire understanding of the parties,and no other understanr in%collateral,verbal or iAherw'se,shall be.birlQrrkg,,Uhless signed by:both.paruos, NewSourh to ternoW and.foul away elf Job related debrh.'••AR sales and discamts'allotted:All charges included above. thank r ,"rorde'i. Buyer's kjn.. .re NewSouth Represehiative x... Nt JtW1r74iC:tR-.: x —._.. Bu�feri 5lgnaiute NewSoutti Ma6UfacfudTig Authorized Officer