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HomeMy WebLinkAbout21-1375 City of Zephyrhills PERMIT NUMBER " 5335 Eighth Street Zephyrhills, FL 33542 BAR-001375-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/18/2021 1,7 Permit Type: Add/Alter (Residential) Property Number Street Address 10 26 21 0120 00000 0320 37442 Blueberry Court Owner Information Permit Information Contractor Information Name: TEDDIE&NANCY CRONK Permit Type:Add/Alter(Residential) Contractor: NEWSOUTH WINDOW Class of Work:Add/Alter Residential SOLUTIONS, LLC Address: 37442 Blueberry Ct Building Valuation:$12,622.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)355-3973 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$12,622.00 Total Fees:$154.67 Amount Paid:$154.67 Date Paid:2/18/2021 8:22:09AM 1 Project Description REPLACE 9 WINDOW S/S Application Fees Building Permit Fee $103.11 Building Plan Review Fee $51.56 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit 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 add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#20210161 1 1 OR BK 10265 PG 1730 Page 1 of 1 01/27/2021 09:46 AM Rcpt:2253218 Rec'10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles Esq.-Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT Permit No. Tax Folio No.10-26-21-0120-00000-0320 State of Florida,County of PASCO THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property(legal description of property and address if available): _37442 BLUEBERRY COURT _WEDGEWOOD MANOR PHASE I&II PB 27 PGS 11-14 LOT 32 OR 8266 PG 873 2. General Description of improvements: REMOVE AND REPLACE SAME SIZE WINDOWS AND/OR DOORS 3. Owner Information:CRONK TEDOIE N 8 NANCY L, 37442 BLUEBERRY CT,ZEPHYRHILLS,FL 33542-7939 a)Name and Address: ®`S b)Interest in property: OWNER e ' c)Name and address of simple titleholder(if other than owner): �0 k 4. Contractor Information: F tir 1 a)Name and Address:NEWSOUTH WINDOW,10741 CROSSROADS COMMERCE BLVD,TAMPA FL 336 ;; - b)Phone 813-626-6000 5. Surety Information: �g y: a)Name and Address: y b)Phone Number: c)Amount of Bond:$ 6. Lender Information: Qw r z _j w a)Name and Address: IL O U b)Phone Number. 6 2 O a 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as v z U Un -i N :2 provided by 713.13(1)(a)7,Florida Statutes: to O O = u O w a)Name and Address: d w z v o LU b)Phone Numbers of Designated Person: tL O S ¢ Y LL 8. In addition to himself/hersel�Owner designates of to O- LU 0 D: LT- w receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. � = Ov LL I U e)Name and Address: a 0- O b)Phone Number of person or entity designated by owner: V = O C-) Z J 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of a U m 0 u- construction and final payment to the contractor,but will be one(1)year from the date of recording unless a different a U- W, Q z O date is specified: ir ul 0 0 Q WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE LL OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION t� to- z O to 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR LU cn Q .I'`}.r Lu PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE h- rn w u- z Y BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR � _ z H �9 } LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF U) ~ F- O �' m COMMENCEMENT. i Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. too,`R��-� 1.--• C CeD� dwuet Signature of r Owner's Authorized Officer/Director/Partner/Nlanager Signatory's Pridted Name&Title/Office The foregoing instrument was acknowledged before me by means ofgphysical presence orOonlme notarization, this_9._day of -b01=lK)3 'Z 20gL__by MAPg! Cc 1114 who is personally known to ame of Person) me or produced T�b as identification,as (SWIUtti'tL (Type of Authority,e.g..officer,attorney in fact,etc.) for (Name of Party lustrument was Executed for) a► ' KEYIN NOBLES NOTARY PUBLIC SIGNATURE-STATE OF FLORIDA Notary Public-State of Florht• Commissioned Notary Name: 1 Commission HH 049600 ` a My Comm,Expires Oct 1,20I4 (A6bA*dnb►81s1R19gKtehal Notary Assn. Revised l/l/2020 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received ' _ Phone Contact for Permitting .ExiIIIi E'ita J �i Owner's Name CRONK TEDDIE N&NANCY L Owner Phone Number (813)355-3973 Owner's Address 1 37442 BLUEBERRY CT ZEPHYRHILLS,FL 33542-7939 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37442 BLUEBERRY COURT,ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION PARCEL ID# 10-26-21-0120-00000-0320 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT 0 SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOWS 9 NON IMPCT BUILDING SIZE I SO FOOTAGE HEIGHT =BUILDING $ 12622 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q ✓/PROGRESS ENERGY Q W..R..E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO a11✓ BUILDER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN L11N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N I FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# tr OTHER SAMUEL OCHSTEIN COMPANY NEWSOUTH WINDOW SOLUTION Y SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 10741 CROSSROADS COMMERCE BLVD TAM License# 7RC-1330822 353.1i.9IS1I1111.11i19[119.1 94.Ili•11iIIa31 All 9.*4-9V!!il.i['111i*WXI!19.1f■ILIIIU111L#11.tT111ALo..ti Ill.it RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. • PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2600,a Notice of Commencement is required.(A/C upgrades over$760D) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Drlvoways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-760-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor Is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance In accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that 1,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 SIOWNER'S AFFIDAVIT:I certify that all the Information In this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as Indicated.I certify that no work or Installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to Inform the owner of the permitting conditions set forth In this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other Installations not specifically Included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors In plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or V work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,In writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO.OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFQRE RECORDING YO FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR SAMUEL OCHSTEIN Subscribed and sworn to(or affirmed)before me this Subsc�,bed and swom to(or affirmd)befo me t by -1 /'z b Who is/are personally known to me or has/have produced Who is/are personally known to me or hasYWe produced- as identification. as idenf ication. Notary Public A Q Notary Public Commission No. C mm(ission No. _l� Name of Notary typed,printed or stamped Naine of-Notary typed,pri-Med or 11tarriped pub;" KRISTINIA;DIANENOBLES_ MY COMMISSION#HH 034182=. "�, 'a,•` EXPIRES:Decernber 19,2024 Bonded Thru Notary Public Underwriters +r6 y% pol BASOI I I , s 3 1 opal 4 FGRGI = w 2W ALL WORK SHALL.CC1MpLy C W '0®ES FLORIDA 19UILDINt" ITD,=9REV, ILING NATIONAL ELECTRIC CODEt�I�E, Y AND THE CIS. ORDINANCE'S , R r :�NeW$Quth 10741 Crossroads Commerce Blvri ORDER: O.17390 tethrx��Y ;y , Tampa.FL 33610 ORDER DATE: i212112020 USA. PH:(813)-626-6000 EST..DELIVERY DATE:'V2i2021 ht,ip=tlr!eivsou1hwindow.comt ORDER CONTACT: ORDER.ACKNOWLEDGEMONT INVOICE INFORMATION 'SHIPPING.INFORMATI.ON Tampa Tampa 10741 CROSSROADS COMMERCE-BLVD 10741 CROSSROADS COPAlvIERCE BLVD TAMPA,FL 33610 TAMPA,FL 33610 SHIPMIA: PICKUP 0-17390 12/2112020 TPA.CRONK,NANCYITED NET 30 f a p P• ° °^ 1 9400 NON-IMPACT SINGLE HUNG. k = ::3 .j.? Vt!`X36 Y1d H WHITE FLANGE ONLY EQUAL SPLIT SASH "; { tv1AXIMUM DESIGN PRESSURE UNIT GLASS DOUBLE STRENGTH 366 STANDARD LOWE CLEAR GLASS: 3 COLONIAL-12V1H1 WHITE GRIDS FLAT HALF SCREEN FLORIDA DP INFORMATIONAL=t-65'r.751 d FLORIDA PRODUCT APPROVAL�=116851_21 EGR_ESS,OPENING SIZE=t1.8641 2 94o0 NON-IMPACT SINGLE HUNG WHITE FLANGE ONLY EQUAL SPLIT SASH rY MAXIMUM DESIGN PRESSURE UNIT GLASS DOUBLE STRENGTH 366 STANDARD LOWE CLEAR GLASS COLONIAL=t1 V1 H1 WHITE GRIDS r FLAT HALF SCREEN ; FLORIDA DP INFORMATIONAL=1+651-751 FLORIDA PRODUCT APPROVAL#=I16851_21 EGRESS,OPENING SIZEat1.3861 12121)2020::0&20 Ph1 1 of 3 0-17390 12/21/2020 TPA CRONK;NANCYCTED..` , NET 30 3 9400 NON-IMPACT SINGLE HUNG, J1'.''i;51 :1�2IN_X; 9a1;14'H WHITE I. FLANGE ONLY EQUAL SPLIT SASH. —1.-•':..s.._ MAXIMUM DESIGN PRESSURE, UNIT GLASS DOUBLE STRENGTH 366 STANDARD.LOW-E CLEAR GLASS COLONIAL=(3V1 H1 WHITE,GRIDS FLAT HALF SCREEN FLORIDA DP INFORMATIONAL=[+501-50] FLORIDA PRODUCT APPROVAL#=116851_21 EGRESS A ,ENING+SIZE=[4.973j ,WIN DI ' 4 9400 NON-IMPACT SINGLE HUNG WHITE FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN.PRESSURE UNIT GLASS, .DOUBLE STRENGTH u 366 STANDARD LOW-E CLEAR GLASS COLONIAL12V 1 H1' WHITE GRIDS r FLAT HALF SCREEN FLORIDA DP INFORMATIONAL.=(+651-751 .FLORIDA PRODUCT.APPROVAL#=[16351 2j ' EGRESS QpEN)NG•SIZE=(3:3161 .W +',,'LVRN`I CFFICEr ' 5 9400 NON=IMPACT SINGLE HUNG �'%+%;. 5<,l�s'1N X''t;1'"3i4'H' WHITE FLANGE ONLY EQUAL SPLIT SASH MAXIMUM DESIGN PRESSURE, UNIT GLASS r DOUBLE STRENGTH. 166 STANDARD'LOW-E a CLEAR GLASS COLONIAL=12V i H1 WHITE GRIDS FLAT'. HALF SCREEN a FLORIDA ' DP INFORMATIONAL=[+65 1-751 h FLORIDA PRODUCT APPROVAL#=116851�2j . EGRESS OPENING SIZE_=[4 683j' -WIN.9!9-MBED;;'GBED .. f 12)21a2020 2:08.20 Phi 2 of:! 1/14/2021 Florida Building Code Online BCIS Home Log In i User Registration i Hot Topics i Submit Surcharge i Slats&Facts i Publications Contact Us i BCIS Site Map i Links i Search b a ' ' Product Approval USER:Public User Pz urayyUPn��:d G N;a�i*av�N Y.�rG:.:n Product Approval Menu>Product or ApyBcation Search>Ap Ncation List>Application Detall 6 FL# FL16851-R10 „ i Application Type Revision_- Code Version -2020 Application Status ,_Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa,FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright ALL Wj rickw@rwbldgc } 1 '�I�MSII LL co,F+�r^-��r CA p AND-rpjjE C�ECrR c C006C®e,��W�41CIp�C Technical Representative Address/Phone/Email Qp��1�l,�y� �Oj°ZEPH� �lwq Quality Assurance Representative jxt:Vt v` Address/Phone/Email C1 F DqT 1 Al Category Windows.,, � r� Subcategory Single B ung `` lV +� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `-.i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King,P.E. 10 Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R10 COI (.g)Certificate of Indepen a p-Of Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/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 Florida Licensed Professional Engineer or Architect FL16851 R10 Equiv of Standards(g)_pdf Sections from the Code https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgtmmTSTNdVPsacfoLiCDIJOOJblzl FRdDZ89mAssw82Yw%3d%3d 1/5 1/14/2021 Florida Building Code Online I ' i I �I Product Approval Method Method 1 Option D Date Submitted 08/107/2020 Date Validated 08/109/2020 Date Pending FBC Approval 08/119/2020 Date Approved 10'13/2020 Summary of Products Go to Page —� 0 0 Page 1/2 0 0 FL# Model,Number or Name I 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 R10 II (f)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 RIO AE (f) Eval 16851.1.pdf 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 R10 II (f)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 RIO AE (f) Eval 16851.2.pd additional use limitations, installation instructions and prodi ct Created by Independent Third Party:Yes particulars. . 168513 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 RIO II (f)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 RIO AE (f) Eval 16851.3.pdf 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 FL16851 R10 II (f)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,anyl FL16851 RIO AE (f) Eval 16851.4.pdf additional use limitations, installation instructions and produIct Created by Independent Third Party:Yes particulars. 16851.5 e. 9450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Tilt Window New Rated-HVHZ Construction with Nail Fin (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R10 II (f)Inst 66851.5.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 RIO AE (f) Eval 16851.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 16851.6 f. 9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window with Flange Rated-HVHZ I (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes I FL16851 R10 II (f)Inst 16851.6.pdf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOOJblzbFRdDZ89mAssw82Yw%3d%3d 2/5 ............ ewSouth * :�_ �m� SEE CHART FOR MAX-OVERALL FRAME WIDTH z IV WINDOWSOLUTIONS F .6!2 z on 0 C4 o xz C-4 go *Ld U'r M0 a. tn.r)* M lk 12 !E L, 0 0 -0 A 9400 Single Hung Window ,q wl Range Z "NON-impAcr, 2E GENERAL NOTES 0 N2 1. This product has been evaluated and Is in compliance with the 7th Edition(2020) CX 0 CL Florida Bulicling Code(FBq,excluding the"High Velocity Hurricane Zone" 19 1 ? (HVHZ). U- 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. 0 3. When used in areas requiring wind borne debris protection,this product is N N C, required to be protected With an impact resistant covering that complies with 11 FBC Sections 1609.12&R301.2-12 0 01 00�9 Z R- 4. For 2x stud frornlin9 construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. further x ON 5. Site conditions that deviate from the details of this drawing require -Q1.Qla-I 2 engineering analysis by a licensed engineer or registered architect. ,....................................... .............. z .......... ... ... .............. ........................... .......................... . ...... ................... ..................... .......... ..... .... ......... ...... ..... ... . .....•....... ....... .......................... "'FLAN. R;(M ....................... .. ................................- ............... z .......... TABLE OF CONTENTS Iz ...............I............. F5 SHEEN DESCIUMON z pressures 55Z X 77.0" 5W X 7&Ir 47.W x 34Air 49.75"x34.441 GI +50.0 -50.0 DAM 2/19/14 zo I Typical elevations,design &general notes 2 Vertical&horizontal cross sections SCAM N.T.S. 3 Vertical&horizontal cross sections 37ff X 73.1V 36.OffX72r 29.W x 32.44' 31.75*x 32.W GI +65.0 -75.0 MG;M JK 4 Buck Ktrame anchoring CHK BY; US 5 Components F49.(r x 85.(r 480 X$4.(r 41�W x 382r 43.75"x 38.6r +45.0 -45.0. DRAWWG NO.: z 6 Bill of materials and glazing details FL-16857.2 ISHEU I R:\Cllents\New Sauth Windows PERMANENT\A-Florida Product Approvals\FL-16851 Single Hung\C-Drawings\FL-16851(2020)\FL-168512.dwg,2.6 -O mac I O m `+--�r- 4. 57 a a 0 '0 O —� o�yN 0 U is m Z a m m 0 O � w m0 NN aO ZO c cu to 0 9 ❑ � o c N 0 «l h n ❑ t7 W O m D Z G aa. . I m Ca m Z p a ( O 0 _z m a O. to �O 0 con 3: g�••'z� as a ,: ro to G = e a CL N a A fi1 (Q V a n m 1-114'MIN. m EMB.(TYP.) No.43409 J*80,2020 * *~ $ PRODUCT: DaaumonU Prepared F , 6 7 29 20 UPDATE TO 7TH ED. 2020 F6C DAC SINGLE HUNG WINDOW Lyndon F. Schmidt '�i�..•,...............�•`%���` ! 1 lu 4 3 30 20 ADD FRAME SIZE LFS P.E. No. 43409 �j��71�'/� ` � IN os c z 3 10 06 17 UPDATE TO 6TH EO. 2017 FBC JKI Itttftit1111 o tb ...1 t0 2 9 27 16 ADDED ALT. ANCHOR LOCATION LFS' PART OR ASSEMBLY: G� BUILDING CONSULTANTS, INC. 1 6 26 15 UPDATE TO 57H EO. 2014 FBC LFS� t/1..W P.O. Box 230, Valrtoo, FL 33895 NO DATE BY VERTICAL & HORIZONTAL Phone No.: 813.659.9197 • REVISIONS I CROSS SECTIONS FBPE Registry No. 9813 + C Z014 R.W.BUILOINO C014el1LTANTw INC. R:\Clients\New South Windows PERMANENT\A-Florida Product Approvals\FL-16851 Single Hung\C-Drawings\FL-16851(2020)\FL-168512.dwg,3.6 0 O ry CP G► o r CL 3 W W X CA n M C) G1 CD `•Z Q A W Al W D ZO22 1 D z 0 M �A Z * W A r_ v (/�"i'►�� z o o 3Z m �a Nn a Z C) G 0� (ya a�E.Ot b Q a 30 Q SOH 0 0 In A.a Q, W Z a m m a . . �= O m 1J . bt Oa W W ° ao O Is 'Ocall < > O 0 [� O A I='� _ • 0 ni _ V Z 0 A m 1-1/4"MIN. m EMB.{TYP.) No.43409 July 30,2020 * *_ PRODUCT: tbpum�nts ProParod ey:r ..1• , tl 5 7 29 20 OPr)4 TO 7TH ED. 2020 F8C DAO $)NCLE HUNC WINDOW Lyndon F. Sahmtdt ��/ ........ , Iy ro 4 3 30 20 ADD FRAME SIZE LFS P,E- No. 43409 /�A` w rh j 2 3 10 08 17 UPDATE TO 6TH E0. 2017 FSC JK !hl11j11pt1� y 2 9 27 16 ADDED ALT.ANCHOR LOCA77ON LFS PART OR ASSEMBLY: GD ��f BUILDING CONSULTANTS. INC. c" (n 1 6 26 15 UPDATE TO STH ED. 2014 F8C LFS IVY P.O. Box 230. Vairloo. FL 33595 DATE BY VERTICAL & HORIZONTAL Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE Reglotry No. 9813 2014 R.W.OUtLOINO 00—ULTANT!(NO- 3 EQ.SPACES 0 2�yq51 mn �_ A iI •af\\ ~z n v /// ••i;�\\ 7 On 1 Z a N•• SASH F 2X BUCK SASH o v om X.z°0,o E m ¢ o w C og Jp`Oil 2X SUB D 1X BUCK c vm~ 'm a a BUCK FRAME� o K SIEELSTUD ri E oZ v TYP. � �a 2X BUCK MASONRY D o OPENING TYP. MASONRY Z 3 LU SASH OPENING ZE SASH z • �� Z a m¢ IX U y X a BUCK ANCHORINGFRAMEANCHOWNG o (SEE SHEET 2) L 2X BUCK SASH U 0 0 D 1X BUCK m mm O E2 FRAME o a N ^a K STEEL STUD o o o TYP. zz U a) 0 2X BUCK — F ¢h a ¢ pip JO MASONRY o CONCRETE ANCHOR NOTES: OPEN NG a ¢w¢ 1.Concrete anchorlocations at the comers maybe adjusted to maintain the min. o O o 0 0 edge distance to mortarjoints. SASH ¢Z)CL oQ i 2 Concrete anchor locations noted as MAX.ON CENTER"mast be adjusted to n N maintain the min.edge distance to mortarjoints,additional concrete anchors m o o n i Z may be required to ensure the"MAX.ON CENTER'dimension are not exceeded. z ¢ 3.Concrete anchor table: u) ..-:::.:::..: IN.CLEARANCE - -- z ANCHOk.........M1N,.......... a n N a 0 a TO MASONRY:;:;'.. ::;;70`ADJAGEMf;; � •. '.• ° iNBEDMENi:::bi;: ::.:EDGE;.....:.... ANCHOR::.::::. wrz 2119114z 0 TAPCON® 2" 4" mrc By.. N.T.S. 3 FRAME ANCHORING ELCO 1/4" 1-T/4, 1" 4• ALTERNATE ANCHORING(SEE SHEET 3) Cws.BY. LFS 3 ULTRACON d WOOD SCREW INSTALLATION NOTES: (MAX'D.P.-50 PSF) DHIIWWG NO.: 7 ? 1.Maintain a minimum 5/8"edge distance,1'end distance,8 1"o.c.spacing Of FL-7 6851.2 0 wood screws to prevent the splitting of wood. sNe�r 4 or 6 N u a ' R1Clients\New South Windows PERMANENT\A-Florida Product Approvals\FL-16851 Single Hudg\C-Drawings\FL-16851(2020)\FL-16851.2.dwg,5-6 2.29" 3.29" P En II(�II y II IL.4M,,.•-J, l� 0.062" � Dom❑ FIn 0 �+ p. N T O opo 0 A `Q 2.19" D 2.74' r 1.24" rn 0 a � a nro-1 o � y s o a � a0 1.61" n1.24" in I 1.e16" � T W V �1.24" 0 q " D 0 m T I I g 0.28' W 7 0 0 T p o � 1.47 F 0 61 o I--oar' o Ti o �T}IIII 1 AT 2.1r I A ry r 0 © 0.045" No.43409 July 30,2020 o n o Q PRODUCT: Document.Prepared By:. uuurur R 5 7 29 20 UPDATE TO 7TH ED. 2020 FBC DAC SINGLE HUNG WINDOW Lyndon F. Schmidt '�'ii ••,,ALORICI; ,`��� I� 4 3 30 20 ADD FRAME SIZE LFS P.E. No. 43409 �/�7j';pNAL,"`,�� 3 10 OB 17 UPDATE TO 6TH ED. 2017 FBC JK 2 9 27 16 ADDED ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. _N ~ �_ P.O. Box 230, Volrlco, FL 33595 I� 1v 'p' NO 6DATE75 UPDATE TO STH ED. 2014 FBC LYS Phone No.: 813.659.9197 REVISIONS COMPONENTS FBPE Registry No. 9813 ®2014 R.W.BUILDING CONBULTANTB INC. BILL OF MATERIALS REM/ DESCRU IM MATERM �� ••" Q,��i of B 2X BUCK(SG>=0.42) WOOD '•�'11 C 1/4"MAX.SHIM SPACE - a o _o n D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL -V t 4 * 2= - 0 n mow; g @`00. MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI v" m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE %� •.• ��. F t F #8 X 2-1/4"PPH SMS(1-7/16"MIN.EMBEDMENT) STEEL G 2XSTUD(SG>=0.42) WOOD //I 1I►S ��``` o C m Z UN••.g H #10 X 2-1/7'PPH SMS STEEL i x Z J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 ksi min.,Fu=45 Id min.) STEEL s o 9 m.m K #10 PPH SELF-DRILLING SMS STEEL o a H S o ra. L #10 X 7'PPH SMS(1-1/7'MIN.EMBEDMENT) STEEL m a a 1 EXTRUDED VINYL FRAME(465)' RIGID PVC E o`z 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC o Li 3 EXTRUDED VINYL GLAZING BEAD(425A)' RIGID PVC 4 SILL (469)' RIGID PVC ry 5 STILE(438)' RIGID PVC 3 In MEETING RAIL(477)' RIGID PVC o �¢ 7 LOCK RAIL(476)' RIGID PVC 3 wo 8 BOTTOM RAIL(48513)' RIGID PVC c.5 ' 9 MEETING RAIL REINFORCEMENT 6063-T5ALUM = mN 10 LOCK RAIL REINFORCEMENT 6063-T5ALUM w N os 11 SASH LOCK Jp 12 KEEPER _ j N o 'm¢ 3 13 BOTTOM RAIL REINFORCEMENT 6063-TS ALUM g g 14 HEAD ADAPTER(473)• RIGID PVC a a 18 STILE REINFORCEMENT 6063-T5 ALUM 5/B" ------ — Q Y 4} —- —20—"WEATHERSTRIP - 7/8"OA GLASS THK. o m GLASS BITE 21 BALANCE COVER(468) RIGID PVC GLAZING SEALANT m m m 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467)' RIGID PVC (PECORA#895) w w w 24 BULB GASKET(AMESBURY) FOAM 1/8"ANNEALED GLASS oo o iz THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY N Nal g N N EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Q W w=w o w U= fn n O rn l0 Qh v' AIR SPACE w¢w v 1/8 ANNEALED GLASS a o a o a d ¢ ¢ z METAL REINFORCED BUTYL o o n o a m N N ^^OIOm nm Z 1z. Q Zi o° a ate: 2119114 = sCALF, N.T.S. 3 DWG.By. ,JI( m CHN.BY. LFS 3 DRAWING NO.: 7 3 FL-16851.2 0 SHEET 6 OF 6 V 1/14/2021 Florida Building Code Online Essen - BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us I BCIS Site Map1 I Links I search Florida Product Approval A (�, ( �x USER:Public User $if e'4'w'nN 7 tL°JIKn Product Approval Menu>Product or Application Search>Application List>Application Detail m o FL# C�• "=.-FL15413=0-- Application Type Revision - Code Version 20.20 Application Status Approved Comments Archived FD Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 1Nindowe.:-: Subcategory Mullions.,;.} ' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !-' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. i� Validation Checklist-Hardcopy Received Certificate of Independence FL15413 R7 COI ( Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtep%2bDhVRQZHLwQrlrlTH4[QwoU33gHWE3mlK5npid7mQ%3d%3d 1/4 1/14/2021 Florida Building Code Online Date Submitted 07/26/2020 Date Validated 08/,06/2020 Date Pending FBC Approval 08�17/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 15413.1 a. DuraGard,Sashlite Clipped Mullion Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS413 R7 II (d) Inst 15413.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15413.1 for Design Pressure Ratings, specific FL15413 R7 AE (d) Eval 15413.1.pdf use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 1 15413.2 b. DuraGard,Sashlite Clipped Mullion Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS413 R7 II (d)Inst 15413,2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15413.2 for Design Pressure Ratings,specific FL15413 R7 AE (d) Eval 15413.2.pdf use limitations,installation instructions and product particulars. Created by Independent Third Party: Yes i 15413.3 c. DuraGard,Sashlite Clipped Mullion Extruded Aluminum Horizontal Clipped Structural Mullion for use with Impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R7 II (d)Inst 15413.3.1ff Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15413.3 for Design Pressure Ratings,specific FLIS413 R7 AE (d) Eval 15413.3.pdf use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15413.4 d. 4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS413 R7 II _(d)_Inst 15413.4.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 15413.4 for Design Pressure Ratings,specific FL15413 R7 AE (d) Eval 15413.4.pdf use limitations, installation instructions and product particulars. Created by Independent Third Party:Yes 15413.5 e. 4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R7 II (d)Inst 55413.5•p� Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.5 for Design Pressure Ratings,specific FL15413 R7 AE (d) Eval 15413.5.p-d use limitations, Installation instructions and product particulars. Created by Independent Third Party: Yes 15413.6 f.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Horizontal Clipped Structural Mullion for use with Impact and non-impact window products in Masonry or Wood Openings Limits of Use I Installation Instructions Approved for use in HVHZ: No FL15413 R7 II (d)Inst 15413.6.Of 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 i Evaluation Reports Other: See INST 15413.E for Design Pressure Ratings,specific FL15413 R7 AE (d) Eva 115413.6.pdf use limitations,installation instructions and product particulars• Created by Independent Third Party:Yes _15413:7 g."4175 Series Clipped Mullion 4175 Extruded Aluminum Vertical Clipped Structural Mullion for 'use with impact and non-impact window products in,Masonry https:/Ifloridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQWtDgtep%2bDhVRQZHLw4r1rITH41QwoU33g.HWE3m1K5npid7mQ%3d%3d 2/4 1/14/2021 Florida Building Code Online or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15413 R7 II (d)Inst 15413.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.7 for Design Pressure Ratings,specific FL15413 R7 AE (d) Eval 15 113.7.Rdf use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15413.8 h.4175 Series Clipped Mullion 4175 Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15413 R7 II (d) Inst 15413.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15413.8 for Design Pressure Ratings,specific FL15413 R7 AE (d) Eval 15413.8.p�f use limitations, installation instructions and product particulars. Created by Independent'Third Party:Yes 15413.9 1.4175 Series Clipped Mullion 4175 Extruded Aluminum Horizontal Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15413 R7 II (d)Inst 15413.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.9 for Design Pressure Ratings,specific FL15413 R7 AE (d) Eval 15413.9.pdf use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15413.10 j. 6580 Series Clipped Mullion 6580 Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R7 II (d) Inst 15413.10.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 15413.10 for Design Pressure Ratings, FL15413 R7 AE (d) Eval 15413.SO.p—df specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.11 k. 6580 Series Clipped Mullion 6580 Extruded Aluminum Horizontal Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R7 II _(A)_Inst 15413.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,RE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15413.11 for Design Pressure Ratings, FL15413 R7 AE (d) Eval 15413.11.pdf specific use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15413.12 I. 6580/4175 Series Clipped Mullion 6580/4175 Extruded Aluminum Horizontal and Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL15413 R7 II (d)Inst 15413.12.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 15413.12 for Design Pressure Ratings, FL15413 R7 AE (d) Eval 15413.12.pdti: specific use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. FR. k1 N.A Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Priva Statement::Accessibillty 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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. https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHLwQrlrITH41QwoU33gHWE3m1K5npld7mQ%3d%3d 3/4 NewSouth WINDOWSOLUTIONS ...... Z C5 Z' ED, 9 5 C! Z' 4775 9 4175 Mullion 0 Extruded Aluminum Vertical Clipped Structural Mullion Z 0 a IM,376'MAX,OVERALL FRAME WIDTH GENERAL NOTES W MAX.SINGLE V LIM WIDTH 1. This product has been evaluated and is in compliance with the 7th Edition(20M)florida 0 Building Code(FBC)structural.requirements,including the'High Velocity Hurricane Zone". 2. When used in the"KVHT"this product(f mulled together with"HVI-127impact rated windows), complies with Section 1626 of the FBC and does not require an impact resistant covering. 3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be xZ < reviewed by the Building Official. w CE ions Z T 4. Separate product approvals for each glazing product used with these murill must be 0� — submitted along with this mullion product approval.The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this approval or the ce design pressure rating of the individual gla2ing,products used. �E < 5. Anchoring of each glazing product to the mullion shall be as shown in this drawling or as shown in each individual glazing product approval,whichever is more stringent. > 6. Mulrion anchor embedment to base material shall be beyond wall dressing or stucco. 7. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2X buck masonry construction. L & Any conditions not covered in it-&evaluation are subject to separate engineering evaluation. iz 9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2D03. rl-"lr2-\ 3 4 1 XY MULLION WIDTH 7 7��J Z ;0 Z TABLE OF CONTSM Z 0 SHEET# DESCRIPTION I Typicoi elevations&general notes DAM 7 15 2 Component detaus&cross sections MULLED WINDOW UNITS scALF- N.T.S. n) N3 Design Prespire ems (rwfn unit shown,In ufflpfes also aftweA OM.BY. JK 4 pressure tables(concrete CHK.BY. LFS 5 922n tables(wood Installation) �See Sheets 3,4,S&6 for Design Pressure RcMngs DRAWNG N01. 6 Design tables twood Insfollatioril FL—15413.7 1 7 Anchor bracket details ro 3 B Buck anchoring ISHEET Shown with NewSouth Series 4000 single =`AP. .• '���: hung frame under separate approval. N8 X 1"PH Self-Wring SMS(See rotes below): Other NewSouth approved frames may Use the frame anchor spacing as shown on 1 be used. Wj ze the individual window product approval(The -1 VY'; g�� °o m o min.required screw spacing is:3"from each �i� �'•., v�r41 r=N end and 24"ma o.c.througout). tee. �(`� N m z x. UN ••- O m Z 1. IL�J l 9 a u* 9doa j� ILL o -• E v z cw N 3`a a v '� as Snap-on vinyl mull cover z En En Kt 1 HORIZONTAL CROSS SECTION �w s 2 4175 Mullion to Window Connection o m z" w U wN cr' as o 0 o U �V U � O U i h � O � a 0.8T' C, K a a fU o zo m 0]4 M N o.12s O O O O N O rn N in Cli y Z O o I I CD O U) v t� 1.375" 0.567 1875 1.875" �1.3" 1SSI 0 0 D O v MI 417 0' '� 1 6063T6 ALUM ^w i N b �O (�V N N J az 0.12S o Z 1� �Z a �L JJ— o Notes: I DATE 1213115 i 1. Refer to individual window product approval for fabrication4b75" 3.875—�{ SCALEN.T.S. and installation requirements,including glazing details, owc.BY: JK m frame reinforcement and anchoring specifications. CHK.BY.. LFS 3 0 2. Sheet metal screws(self-drilling)shall have a minimum of 3 MUWONANCHOR BRACKET 3419 �MUWON ANCHOR BRACKET T3418) DRnwiNG NO.: a d threads protrude completely through the muNlon frame. 5 606&T6 ALUM 6o63-T6 ALUM '^ z FL-15413.7 5 Maintain a min.1/T edge distance. N SHEET 2 OF S V • •oNl uL viin6Non uma7ln9•M'tl 5 LOZ £L88 'ON AJ481BOU 3d8.i SNOISIA38 LBL6'BS7e'£LEI VON ouo41— (NOI1MVISNI AMONOO) 'ONI He 31z0ON ,n � co 98S££-W 'OONlwn '0£Z XOG 'o'd SIM 38fSS38d NIS30 2�OLto0 re O 3tldn [ 6 ' Z'SLNVl�tSN00 AlEW3SStli0 latld 5dl Ol 31tlOdn OZ 6Z L_L I Z ..�"II'IVNo/.lilt,, 801,£f 'ON '3'd NOIl M 03ddIl-0 nl ���`���WOjy'•.,���i iPiwyog •j uopu-tn :fa puodud yuawnoop -=008d d bbii i� c OZOZ'M AInr �� 809£4'oN •� NEK X^ P%M. 4 0; J�r: VVC a:: o e�7 'V' Q Q V M w'i V Lz a p O O ® O L pq � u z a a C V V N6'S NO a : is ylLl ri?:= i;:l m t 0 m O C 0 v^ O� 0F� o� d� o� 20 0 �o z RL •,-E f)mP'6'-L'ELLSI-ld\LH(OZOZ)EICSL ld\s6u!—G-0\suoIINW EL4SL ld\slenaddtl i3npOJd ePPOld-tl\LN3NVWH3d sMopuM gins maN\sluall7\:H RAClients\New South Windows PERMANENT\A-Florida Product Approvals\FL 15413 MUIII—T, 0—ingsVI.15413(2020)R7\FL-15413.7-.9.dwg,4-4 ev si ff 2.5 0 Cr CD N O 2 'I'D 0 = I n =r 0 n MLI Y; w a 0 OU: Colo 8 Be 0 8 FS o 9.',4 (D CL 0-2 0 a " o 10 Co 0", Ic n o P, a So n 221 !4 is b.,�0 0 '04 C") '10" C" J11 10, p pp C3, 0 8 -0 9; w T 83 A A a- n 0 5. (13 -0 = a CH.Af Z No.43409 GG fir J July 30,t5lft%t I PRODUCT. DoGUMent.Prepared w pi Lyndon F. Schmidt "I, .......... CLIPPED MULLION P.E. No. 43409 ,ALo N ..... 1 772�920 UPDATE TO 7TH ED T2 FSC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 972-62-17 UPDATE TO 6TH ED. (2 co 017) FBC JK P.O. Box 230, VoIrIco, FL 33595 �4 1�0. DATE !��Byl DESIGN PRESSURE TASL.E� Phone No.: I REVISIONS I (CONCRETE INSTALLATION FBPE Re le No. 8813 0 Z01 5 R.W.BUILDIN3 C—LI—B INC. ' -mm elNvlinsNOp ONICims•M•C 5 LOZ AJIGI150H 3dEU SA SNOISIA3a L9L9'9S9'£L9 ''ON ouo4d NIOII71V1SNl DOOM) ,fig 31tl0 ON In co 999££ ld 'aoNI-A 'O£Z XOS 'O'd S31BV1 3anSS3ad NOIS30. UP OBd LIOZ) '03 H19 01 31VOdn Ll 9Z 6 � M 'ONI 'S1NwnSN00 Mains !Z8Yl3SSV NO 121Vd Sin 06d OZOZ 03 WL 01 31VOdnzz OZ 6Z L l �' '� •t c 904£b 'oN '3'd NOMnn 03ddI10 N z �I »�Bi paod d wawnoo0 un008d S s OZOZ'0e Nnr • 60464'aN j 0 3 m 00 O Q .M' M CMQ CDN H a0 GO O ® V b n co 00 s fir': h m s r,. E O v�i G 'fie'" m N •O Q P O p O pp D i '. 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Box 230, Valrico, FL 33595 cn NO, DATE BY[ DESIGN PRESSURE TABLES Phone No.: 813.659.9197 REVISIONS 0 2015 R.W.BUILDINO CoNSU-8 lHo. (WOOD INSTALLATION) FBPE Registry No. 9813 \\\�. .•�Ii N • � Q." ,m . n ro yy ^U�JJ7 �•� �T �:Z�Z 4mq Note: I 5 �V'; • �` c 1.0 m 1 Window IS unit not t � �• \ shown for clarity 1 �i,, ' •..*.. \\ i dwz 1 'rrnn N spy �Y aN^^ N � rO In CW IL LZ 1XBUCK � ° ^� T � � € �z° tq �❑ o JLL 3116"0 UW FH concrete screws m � (See Concrete Anchor Notes,Sheet 8) _ ^ � � J 1"MIN.EDGE �21 CONCRETE ANCHOR BRACKET DETAIL 2X Buck TT.,. WOOD ANCHOR BRACKET DETAIL DISTANCE 7 Anchor to Masonry thru Ix Buck o_ o (G>=0.42) WoodlSl 3116"0 ITW FN concrete screws Screws J J 1 (See.Concrete Anchor Notes,Sheet 81 m w w m 7 Anchor to 2x Buck K31 CONCRETE ANCHOR BRACKET DETAIL a Z 7 Anchor Direct to Masonry o Z 0 a r V • m f 4 O a ' X O Qi: N N N Z PC o 1"MIN.EDGE Q (G>80.urc42(uck DISTANCE - L 6 #1nxl-IITFH $ wood Screws I _5 WOOD ANCHOR BRACKET DETAIL ° 1 Anchor To 2)(Buck .> ° • °• >. .. f�++ ' n•^_w i w > p. 1XBUCK n (G>=0.42) n° DATE: 12/3 15 i 3 srwt�: N.T.S. a a 3/16"0 QW FH concrete screws 311 3 (See Concrete Anchor Notes,Sheet 8 FH concrete screws c.er. JK m' • 1 (See(See Concrete Anchor Notes,Sheet 8) ow r CHK.ev: LFS 3 4 CONCRETE ANCHOR BRACKET DETAIL 6 CONCRETE ANCHOR BRACKET DETAIL OmVANG No.: m s 7 AncharDirect to Masonry= 7 Anchor to Masonry thru Ix Buck FL-15413.7 0 SNEEr 7 OF 8 N V K WINDOW m n MULLION a'm ��o 4'(TYP.J 4" ) (TYP•) IV i��"•••.... \\ U N N O O C 9 O O Z O w N m ro g O W IL c4i a N 7 m d a gym.. 4 —�i O o) E 0MASONRY Z :OPENING,* 1/4"X 2-3/4 MULLION 1TW FH �. � �a a CONCRETESCREWS(TYP.) REFERENCE ONLY 3 SEE DESIGN PRESSURE TABLES(SHEETS 3,4,5&6) FOR QUANTITY OF CONCRETE OR WOOD o z 2X BUCK _ ANCHORS REQUIRED PER EACH CUP J W a n U a CO � CO 0 � O u O O � a a ==fT --- -- 0m- V .o `v MUWONANCHOR►NG - 2XBUCKANCHOR►NG _ o� N O O N N N Z W W O o V) CONCRETE ANCHOR NOTES: o 8 1.Substitution of equal concrete anchors from a dHerent supplier may have different edge lv 9 distance and center distance requirements. 0 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge distance to mortar joints.If concrete anchor locations noted as MAX.ON CENTER"must be _ o� t adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors m F w may be required to ensure the MAX.ON CENTER"dimensions are not exceeded. ^ n a 3.Concrete anchor table: _ AN.'HOR;.;ANON R;:r:.`. 't:S:MTN;i:`s: MIN:;CiEARA'NGEi10::.;:MIN C AlU1NCE;TO;:: ..........::......;sr:.:::::::,...:.:..:::;.:.;:,:.....:....:::.:..:..........::::.::::,..,,.,.:..,.......::.:...:.,.......:r't; ::.:.......,...............:,:..::.:...:..:..;:...: DAte 1213115 i YPE;:::;;;c: ;:;::ST2E i:i:::;;:r:EMBEDMEM_s;:;;i:i Mi4SO1 RY;1 UGE;;; s AV ACRNT;ANCHORri:; 9 ........................................._......_.......................................................................... MALE N.T.S. d 3 ITW _ DWG.BY. JK ® TAPCON 3/16" 1-1/4" 2" cHe.Br. LFS 3 s TTW ® 1/4" 1-1/4" 2-1/2" 3" DrsAxvHc NO.: m z" TAPCON FL-15473.7 4.Concrete shall be 3,000 PSI conforming to ACI 301 or hollow block conforming to ASTM C90. N SHEEr 8 OF 8