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20-22725
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22725 BUILDING PERMIT PERMIT INFORMATION LOCATION;INFORMATION Permit Number: 22725 Address: 38627 B AVE 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: MOORES FIRST ADDITION Est. Value: Parcel Number: 14-26-21-0010-01900-0090 Improv. Cost: 11,627.00 OWNER INFORMATION Date Issued: 4/15/2020 Name: SILVEREST, EDWIN R & ROBIN L Total Fees: 150.00 Address: 38627 B AVE Amount Paid: 150.00 ZEPHYRHILLS, FL. 33542 Date Paid: 4/15/2020 Phone: (813)388-0804 Work Desc: REPLACE 6 WINDOWS S/S CONTRACTORS ` APPLICATION FEES NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 150.00 ti L)o Ins ections Required FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ICON CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2020055193 OR BK 10079 PG 690 Page 1 of 1 03/31/2020 11:27 AM Rcpt:2149708 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.—14-26-21-0010-01900-Om r' 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): 38627 B AVENUE,ZEPHYRHILLS,FL 33542 2• General Description of improvements: REMOVE AND REPLACE SAME SIZE WINDOWS AND/OR DOORS 3. Owner Information: a)Name and Address: SILVEREST EDWIN R 8 ROBIN L 38627 B AVE ZEPHYRHILLS,FL 33542-6060 b)Interest in property: OWNER c)Name and address ofTimple titleholder(if other than owner): 4. Contractor Information: a)Name and Address: Newsouth window,10741 Crossroads Commerce Blvd.Tampa Florida 33610 b)Phone Number: 813.626-6000 5. Surety Information: a)Name and Address: b)Phone Number: c)Amount of_Bond:$ 6. Lender Information: a)Name and Address: b)Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13(1)(a)7,Florida Statutes: a)Name and Address: b)Phone Numbers of Designated Person: 8. In addition to himself/herself,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. a)Name and Address: b)Phone Number of person or entity designated by owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one(1)year from the date of recording unless 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 I,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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. _.__IJndecpenalty Ape:JaerI deelare-that+have-reid-the-fbregoin utt o commencement an at t e acts stated therein are trueto the best of my knowledge and belief. Signature of Owner or Owner's Authorize cer/Director/Partner/Manager Signatory's Printed Name&Title/Office The foregoing instrument was acknowledged before me by means o hysical presence orgyonline notarization, this day of TAO 2020 by , U who is personally known to (Name of Perso me or produced )i4 U1pr L1 S 0- as identification,a=(Type.fAo Mcer,attorney in fact,etc.) for (Name of Parry Instrument was Executed for) V her F.Papp Y P LI A � r�L FDA ARY PUBLIC Commissioned Notary Name: 4.L?OTE OF FLORIDA MAW6265952 ires 1/22/2023 Revised l/l/2020 STATE OF FLORIDA,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 OFFIC WITNESS MY HAND AND OFFICIAL SEAL THIS NI I ALVARE -SO LES, CLERK &COMPTROLLER DEPUTY CLERK 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received — Phone Contact for Permitting ( ) 5211211 1 :aaaa Owners Name SILVEREST EDWIN R&ROBIN L Owner Phone Number 813-388-0804 Owners Address 1 38627 B AVE,ZEPHYRHILLS,FL 33542-6060 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38627 B AVENUE,ZEPHYRHILLS LOT# SUBDIVISION PARCEL ID# 14-26-21-0010-01900-0090 (OBTAINED FROM PROPERTY TAX NOTICE; WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN 0 DEMOLISH e INSTALL a REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOWS 6 BUILDING SIZE I SO FOOTAGE HEIGHT ©BUILDING $ 11,627 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO TzBUILDER r COMPANYSIGNATURE REGISTERED Y/N FEE CURREN N Address 1O7vt C'ZOIK 0 `j License# [� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N I FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License# aa�!!Itailititi��(lel0a■■a■■raaaa�l�!!■at8®i�ilBaaala/say■i®�E�taa�aaelt!li�i 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 onsile,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 Safely 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&Ccntractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 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 ne, juildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO •MENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subscribed and s 'n tp or affirm be fore�me thi !lam Who is/are personally known to me or has/have produced W o is/aFee personally known to a or h(as/have produced as identification. as identification. �'(Q Notary Public .�Sl-�-.=C �+Lk=e^ Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped =LPIker State d Floridaern GG 9232792024 NewSouth 10741 Crossroads Commerce Blvd 1 Tampa.FL 33610 WINDOW sotLrrrana 813.626-6000.813-626-6001 fax www.NewSouthWindowcom Lid!CRC-1330822 Lic#SCC131151763 ma&in Floe-' a fee- Nunes Date r 11ff 1 To. j�L J1>�17 E•maR K n Home Phone _ ell Phone City Y'P�l /V�.1 —State _ Zip Buslness(Mr./MZr Replacernent Windows•Entry&Patio Doors-Storm Doors-Impact Resistant Wirxlows&Doors WHOLESALE&RETAIL WINDOW CONTRACT NewSouth Window Solutions agrees to measure,manufacture or furnish and service the following custom made windows for the amount STIPULATED BELOW: All NewSouth Vantage Serles,Nhndows include Double Pane,Low•f glass with Argon gas,and 12 point fusion welded corners. 11 Ail Vant e'windows are sealed and vacuum tested,foe.Uwerforargon retention, CehrDutimssnar...ddv/ _rtd'.0r,n 0arwrk.neorordA t�ttrsiCr»cal 'Dun (dM YK l•OIII f.V/W4..� ✓",z 1a..yq LOW-EGLASS: 0366GLASS?� a0�y OBSCUREGLASSr ES LINO TTEIM,PEREDGLASSOTESALL SASHES ARE ARGON FILLED WRHOUT EXTRA CHARGE LOCATION: ATION: ynn+pyl rAaS.d.an mil ,V (Vantager'M impact U other:offlanta e a ( 3nt3 e90005ingle Hung — o"'Y6Tq1 A� DOUBLE HUNG F•VANTAGE 0 °i""' PATIO DOORS inAU•SCREEN SIANCUR017 iuU Sc— ❑RIIDMt on -ImpKt ❑Open Praire Golds SINGLE HUNG ARCH OR a _. _.,• ,LE HUNG r1.4LU;C0EENI ❑g/O%6Jo .-+'� ina..i.n ,d—mow rnr d..rmn 11510 R 6/8 f K _._P.t a awwNiuruoungmfostn 13SIDIs8/0 O 9/0 X 6/0 2 LITE SLIDER E•VANTAGE ❑ ❑6/0 X 6/8 O 12/0 X 6/8 Icx,HALF'SCREEN STAND.ARD)CI F.4 s.— 13 wo X8/0 012/o%am Ig,�00 138/0 X 6/3 ❑1610 X 6/5 a aae Lx+rg nr "Vo. e.mp.n _ ❑tU0%8!0 Q 16/o X 810 PICTURE WINDOW VANTAGE INOSCRIM LI 1.v" O" ,ni+ 3 PANEL PATIO DOORS O iinr ct❑nMr 4.lPKt I 3 LITE SLIDER WITH PICTURE w:NDowuSCReIto) lxA:uFmd. pri:,:N„ar.tldayd. wmii.kd,iq L, e iTwu D nor..re�,aer 1/4••-IR-IN rondgmx 4 PANEL PATIO DOORS AWNW G S HOP►CR Olmpact O nwnimplct 3LIF]i 1� _.4N1";t wialefL c.d ew slwrfa micron ar uas DDUBLFLASU i—,I ////O mw�ct ilnu.imyn ❑HALIFROUND C❑EYEBROW �I]QUARTER-ROUND a TARP I OTHER WIN ROUND iD��..1lll IDRAW IN SPACD GRID STYLES ❑STANDARD ❑CONTOUR ❑BRASSIGOLD/PENCIL Wn H6NmebmaodvmHNL esoNo e m w undemgnM.gln.ro rnr vim.ud mNauun d Ine 0 CObnW 13 Paine D 04—Pram e N .Snnhtc.d Stlr WaMf4Kucn Aadt dWrtlrMm4 keu.pasow I 1a ILIA an.7'—d 565 e r rindtrw-69 be.,4dM to p+e bxaare. I ,�` Buie.i5 we- Y/, •• TOTAL M ER OF W W ON THIS ORDER,: tL DOORS: Sybject to Ne outh field ngine ring and ppro L E3 Customer agrees to allow NewSoUth to disiplay a yatcl sign until 30 days after completion. tWOTIMFUIINNOLUSIRVICE BUYER'S RIGHT TO CANCEL Total price" $ BUYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down payment $ BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION,BUYER MAY Delivery/commencement. $ USE THIS CONTRACT AS THAT NOTICE BY WRITING"I HEREBY CANCEL' Balance due upon final $ AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE window/door installation. NOTICE MUST BE DELIVEREDTOTHE SELLER ATTHE ADDRESS SHOWN ABOVE. ❑Bank Financing ash on Completion NI material is guaranteed to be as specified.All work is to be completed in a workmanlike manner according to standards and practices This contract is valid only with proper signatures.NewSouth shall not be held responsible for time and material delays,strikes,acts of Gad or any other matins beyond its control.NewSouth is nor responsible for any pre-existing structural conditions. No other work to be done, all other work to be excluded,Owner agrees that the equity in this property is security for this cgOICaCL Since this contract calls for made to order goods,It Is not subject to cancellation except as stated above. Start Installation approxsmately !��e weeks from above date. Verbal promises can cause misunderstandings, therefore this contract constitutes the entire understanding of the parties, and no other underuanding,collateral, verbal or otherwise•shag be binding,unless signed by both parties. NewSouth to remove and haul away all job related debt salmi and discounts allotted. All charges included above. Thank you fw r. ,(q �— x �114-4,4 _ x Buyer's i ature ve s x x ' Buyer's Signature NewSouth Manufacturing Authorized Officer UEAOI 11? FCAOI P1 t ' NY +i IA U 4 ? BASOI 2 r, FOA01 f . i Wei Window Specification and[Detail —�- - --� - ptat arr 10 do" a"I mwScuth timao 5e utycvns First Floor Cus lgln.U'.. "jl'S. Otp Plrmo: Cmi-arn CBCB:, ! + 'Fit;Ca Y --!r#7 4-� 1 .t� }Frarras 3cm!uns lrGulm-4 Glass Om t Gndommb, V _ , r is - Gam t I s r Wlti c!#:;' } }'W tf} 5 ."1 x Lo zCen S", C EX'WIT t S;dnn Rteasu v � Opemiq aye 6nake Stza ON Z�, - .-"� <, x e i Yc a 3 x E x x t i 12 131 141 --- } wr 3/26/2020 Florida Building Code Online g fit BCIS Home; Log In Iw User Registration Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us I SCIS Site Map Links I Search i Fic�ri�a ... 1 Product Approval =t g."," USER:Public User NVir>:; Product Approval Menu>Product or Application Search>Application List p Application.Detall FL# -FL1685 R Application Type Revision,-' Code Version y 2017 _ Application Status Approved ~' Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 danochstein@newsouthwwinddoww.com ALL CODS R K nHALt.��,:��id� '�'t�tj'�i P REVAILBfVG Authorized Signature Vivian Wright Ater LORIDA GUILDIING CODS, rickw@rwbldgconsultaii@'ATJQN,AL —LEOTRI -- A D THEerg �C CODE EPHYR Technical Representative ORDINANCES HILLS Address/Phone/Email REVIEW CATS APR 0 Quality Assurance Representative � iA?tt C17y OF ZEPHy-�"� tU/ Address/Phone/Email PLAN EXAMINE�R�IILL Categoryindows Subcategory °Sirigle Hung' r 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 Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, RE, "< Validation Checklist- Hardcopy Received Certificate of Independence FL16851 R7 COI (d) Certificate of Independence.{Ldf 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 httns•//ftoridabuildino.ora/Rr/or app dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2QiOQ%3d%3d 1/5 3/26/2020 Florida Building Code Online 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 FL# Model,Number or Name Description 116851.1 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 i Approved for use in HVHZ: No FL16851 R7 11 (b)-Inst 16851.1.p�df Approved for use outside HVHZ:Yes Verified By: Lyndon K 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)-fval 16851.1.pAf 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(OIX-configuration) Limits of Use Installation Instructions Approved foruse.in HVHZ: No FL16851 R7 11 (12)_Lnst 16851.2.p f 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-L val 16851.2.pAf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 168513 c. 9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New i Construction with Nail Fin (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II b) Inst 16851.3.p f i 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 I Other: See INST 16851.3 for Design Pressure Ratings,any FL16851 R7 AE b) Eval 16851.3.pd 1 additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, Sing eHung,,Tilt�A f6_95Y,_4,—'_7;777�----;�:'d.-,9450-;,Si,pgle--Hung-Window-l� Flange X g u ra Limits of Use Installation Instructions Approved for use in HVHZ- No FL16851 R7 II Ab Inst 16851.4.pAf 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 additional use limitations, installation instructions and product 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 R7 11 (12)Inst 16851.5.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.5 for Design Pressure Ratings, any FL16851. R7 AE b)-Eval 16 51,5.p f 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 (OIX-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b) Inst 16851.6.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 https://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2QiOQ`/`3d`/`3d 2/5 ...... ffi ... ..... 4. 55'MAX.OVERALL RANGE WIDTH '3 WINDOWSOLUTIONS 51r'MAX.OVERALL FRAME WIDTH Z6 may;Q ......... 119'.. 0 110, 490 Oak Fair a,FL 33610 C.,n-Z C4 . 0X - 0� Em " 6 c w M Me 9450 Single Hung Window d E' ro IMPACT RATED 2 S2P wl Flange FZaz GENERAL NOTES 0 I This product has been evaluated and is in compliance With the 6th Edition(2017) Florida Building Code(FBC),excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. L 12 E2 t2 3. When used in areas requiring wind bome debris protection,this product complies with FBC Sections 1609.1.2&R301.2.1.2.ond does not require an impact resistant covering.This product meets missile level'U'and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. Ln z 0 Ln 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. t5 I 5. Site conditions that deviate from the details of this drawing require further engineering analyst by a licensed engineer or registered architect N z TABLE OF CONTENTS Mg.OVERALL-` :MRALL— DESIGNPRESSURE DAY ———-—— SHEET# DESCRIPTION F E�.:� FRAME N.. (PAO 1 Typical elevations,design pressures&general notes UVED. DATE 2119114 2 Vertical&horizontal cross sections -IF SCAM, N.T.S. 3 Vertical&horizontal cross sections 55.0"X77.0" 54.0"X76.0" 47.25"x 34.38" 49.75"x 34.5" GI +55.0 -65.0 Mr.BY.- JK 4 Buck&frame anchoring LFS 5 Components 41.0"X0.0' 40.0'X 48.01 33.25'x 20.30' 35.75"x20.6' G2 +65.0 -85.0 if materials and glazing details FL—NI06'851.4 ffSHEMEr 1 OF 6 RAClients\New South Windows PZRMAKNT\A-Florida Product Approvals\FL-16851 Single Hung\C-Drawings\FL-16851(2017AFL•1685L4.dwg,2-4 �z 0 CD O A J 41 q o m a m a a n m N W Fe A to y 0 Z O- o 0 O a y a m x Z m 0 0 3Y W 656 (7C1 a QO groz N N O D (O Q O Pa El 0 N 'a O o C� D D y R. m N y 0 N 2 0 N o-y, -£ y m n� ❑ n Z w 3 o x+ m A o n y 0 m v X CA) y S= m� Z M M N N y P v w 0 , N W O 4: N v CI A°: on O F 4 O A' j 7ra N 02 C= ¢ O 4. T o m V Z n - T rn to 1-1(4"MIN. W A 1-114"MIN. 0 EMB.(TYP.J %"11nrrp EMB.(TYP.) A ``l�``F SCH Ot t No.43409 October 12,2017 PRODUCT: Documents Prepared Lyndon F. Schmidt ar�J'•�'•F[4Rt0�`. \`� SINGLE HUNG WINDOW r C ' 4 t0 08 17 UPDATE TO 67N ED. 2017 FBC JK P.E. No. 43409 /t is/ �% (N m z 3 MADDED 40x48 WINDOW SIZE LFS tjr1j11111%x Cn2 ADDED ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. unY) ' 1 UPDATE TO 5TH ED. 2074 FBC LFS P.O. Box 230, Vclrico, FL 33595 I° P DATE BY VERTICAL & HORIZONTAL Phone No.: 813.659.9197 REVISIONS GROSS SECTIONS FBPE C.A. No. 9813 0 Z014 R.W.BUILDING CONSULTANTS INC. R.\(3ients\New South Windows PERIVIANENT%A-Florida Product Approvals\FL-16851 Single Hung\C-Drawings\FL-16851(2017)\FL-16851A.dwg,3-4 z O CD 0 'A or CL ........... &o (; CMD 0 ICY CL GO C-0 o 0 R E 0 r-T4- ';n 0;a 0 0&0 wN mzo '0'zo I+ no v 70 0 0 '0 ch 02; ::F C 0 co 6;0 % ----8 m 0 -F4 Zm;� F0 5-0 z a 4 z n are 0 CD 0 5(D 0 0 3 C 0 m 0 0 -0;z m 70 rn 0 M (n O C2 4 0 R IL* 0 pa Go 0 0 DO 1-1/4"MIN. m M EMB.(TYP) 0 --i-IMIN FJMB.M(TYP.) f No.43409 October IZ 2017 gg PRODUCT 0--rit.Prop...d By:-"Q' SINGLE HUNG WINDOW Lyndon F. Schmidt z UPDATE TO 6rH ED. (2017) FBC JK P.E. No. 43409 3 2113117 ADDED 40x48 WINDOW SIZE LFS 111101% ADDED ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. -L P.O. Box 230, Volrico, FL 33595 --ffff UPDATE TO 57H ED. (2014) F-BC, LFS VERTICAL & HORIZONTAL LO. DATE -ffy— CROSS SECTIONS phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 (D 20 14 R.W.BUILDING CONBULTANT8 INC. R:\Clients\New South Windows PERMANENT\A-Florida Product Approvals\FL•16851 Single Hung\C-Drawings\FL-16851(2017)\FL-16851.4.dwg,4-4 Fgg n33n(Dnn 0 0,0 o O L1O aOb Dn n ':n':I NorONaNA mOA0 Z ::'�: oa5•o0om 3r z® �•on0> _O z0 O(D 0 3 0 N 3 N A Z �\S In 0- z cax 3 >.0: m C 0 .2 �� c imp .. �sayNoR-"�++ m�z .:m ' >j m Z _ _ "'': 000 .. . 0 CDg 40 '^+�_. k11 0 A 'b Da ^ ::i'y:Z 0� m: o 3 6, O zo "a 0_ In t �a OrDIn a C Z o pq m 3 >z O 0 m 0 SD ' N p N A rn m p O Q ° 0 s a 5' 47 a o A A S DAD m R,Q 5 a.rn>Z m a 0 3 :� Q I-� m (TYPE 4' (TYP.� _ o0 In m 7Eq PK —o oN--� S< _ 0 n s' (TYP.� 6 EQ.SPACES 't01111111111, �1 SCH1y/ VGF11eF'��' No.43409 � * .*' October 12,2017 PRODUCT: Document.Prepared Sr. •,�� x SINGLE HUNG WINDOW Lyndon F. Sohmidt *%S•�........... 10 08 17 UPDATE TO 6TH ED. 2017 FBC JK P.E. No. 43409 3 2 13 17 ADDED 40x48 WINDOW SIZE LFS /r11I11 o y 2 9 27 16 ADDED ALT. ANCHOR LOCATION LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. N 1 6 26 15 UPDATE 70 5TH ED. 2014 FBC LFS P.O. Box 230, Valrico, FL 33595 IO + N x a NO DATE BY BUCK & FRAME Phone No.: 813.659.9197 REVISIONS ANCHORING FBPE CA No. 9813 02014 R.W.BUILDING CONSULTANTC INC. 11;\Clients\New South Windows PERMANENT\A-Florida Product Approvals\FL-16851 Single Hung\C-Drawings\FL-16851(2017)\FL-16851A.dwg,5-4 2.29' 3.29" 0.067, P Na m 0 P � fj 2.74' T � o 7 0 o. TIC J�2 o Fm 0.26" 1.47 Ti= I 1.42" DFL 4 2.17' o L z o.oas^ I Is, 41. 0 C, No.43409 October 121,2017 PRODU Q.—nts Prepared BY: • MATT.OF Lyndon F. Schmidt SINGLE HUNG WINDOW os 2017) FBC JK P.E. No. 4340 NAL IUI -23 9413117 ADDED 40x48 WINDOW SIZE TTT 0)9 ADDED ALT.ANCHOR LOCATION LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. En UPDATE'TO TTF ED.—(2014) FBC LFS P.O. Box 230,Volrico, FL 33595 im -tTy-- Phone"No.: 813.659.9197 NO DATE REVISIONS COMPONENTS FBPE C.A. N.,_9813 — A 0 201 4 R.W.8— .CONSU4TANT6 INC. BILL OF MATERIALS [TEM 0 DESCRIPRON MAIERIAL 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 CONCRETE y� °c! E "' 301 OR HOLLOW BLOCK CONFORMING TO ASTM,C90 'I 5� -m^ F #10 X 2'PPH SMS(1-1/4"MIN.EMBEDMENT) STEEL '//// P �% z o m o G 2X STUD(SG>=0.55) WOOD LI 111�� 0 n z U N•. H #10 X 2-1/2'PPH SMS STEEL 5!8" ^ 9 C z°� J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 ksi min.,Fu=45 ksi min.) STEEL GLASS BITE 7/8"O.A.GLASS THK. N a E o z m w K #1 O PPH SELF-DRILLING SMS STEEL GLAZING SEALANT `^ a rn rai Z L m L #10 X 2'PPH SMS(1-1/2'MIN.EMBEDMENT) STEEL (SIKAFLEX-552) 1/ , 4 a m a a 1 EXTRUDED VINYL FRAME(465)' RIGID PVC 0 E o z 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC (� 8 ANNEALED GLASS o w 3 EXTRUDED VINYL GLAZING BEAD(425A)' RIGID PVC LJ j 0.090"SAFLEX®PVB INTERLAYER 4 SILL (469)' RIGID PVC 5 STILE(438)' RIGID PVC O a 6 MEETING RAIL(477)' RIGID PVC 1/8"ANNEALED GLASS 3 �, 7 LOCK RAIL(476)' RIGID PVC AIRSPACE z �� g BOTTOM RAIL(485B)' RIGID PVC 0 f 1/8"ANNEALEDGLASS ¢o 9 MEETING RAIL REINFORCEMENT 6063-T5 ALUM I o METAL REINFORCED BUTYL z m N 10 LOCK RAIL REINFORCEMENT 6063-T5ALUM = w os 11 SASH LOCK GT GLAZING DETAIL „z m o 12 KEEPER - n o 13 BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM 0 14 HEAD ADAPTER(473)' RIGID PVC a a a 18 STILE REINFORCEMENT 6063-T5 ALUM n a 20 WEATHERSTRIP 21 BALANCE COVER(468) RIGID PVC GLASS BITE 7/8"OA.GLASS THK. 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467)' RIGID PVC GLAZINGSEALANT m o m - 24 BULB GASKET(AMESBURY) FOAM (SIKAFLEX-552) ^N¢a O N�N 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 1/8'"ANNEALED GLASS N o J EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". w z�w o 0.105"SAFLFX®PVB IMERLAYER 3 2Q2 x Ln ` a � a O 1/8"ANNEALED GLASS a o a AIR SPACE ¢w w a 1/8"ANNEALED GLASS o 0 0 0 0 ooa n s° METAL REINFORCED BUTYL e w i z G2 GLAZING DETAIL N e z < a n N^Z 0 z DATE: 2119114 � vSrn,n N.T.S. 3 owc,BY: JK m CHK.9Y. LFS 3 � oaawmc NO.: a 3 FL-16851.4 0 N SHEEP 6 OF 6 V 3/26/2620 Florida Building Code Online l,�}ti.F i�R�.:X'1��^.�,:; t a� B R"@n� �;�4k. � E Tye °�It� ��Kj•, -�' �`v� R',r �71«'.t,2 ice:: BCIS Home 1 Log In i user Registrations Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us ii BCIS Site Map Links Search Florida C<t Product Approval USER:Public User ,.�;:.,;':••rod Product Approval Menu>Product or Application Search>Appikation List>Application Detail FL# CFI 1'6842 R5*r ' Application Type Revision; Code Version ~2017`Application StatusApproved; 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 rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CategoryWindows�,;, Subcategory H�rizontaf..Slider: st.` 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 12/31/2020 Validated By Ryan J. King, P.E. ;..� Validation Checklist-Hardcopy Received Certificate of Independence FL16842 R5 COI (d) Certificate of Independence.-1 f Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I,S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By httr,c-//f[nridahuildino.oro/Dr/or aoo dfl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxAp77QHukOIIoRg2wLRYWwmkpp4A°/aid%3d 1/5 3/26/2020 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 06/19/2019 Date Validated 06/21/2019 Date Pending FBC Approval 06/26/2019 Date Approved 08/13/2019 Summary of Products Go to Page Page 1 J 2 FL# Model,Number or Name Description 16842.1 a. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non-Impact" Horizontal Sliding Window utilizing a Nail Fin Installation(XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 11_(b) Inst 16842.1.pd 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 R5 AE e)_Eval 16842.1.p f additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, 16842.2 b. Series 9000 Model 9500 Slider XO Extruded Vinyl"Non-Impact"Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R5 11 b) Inst 16842.2.pcLf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 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 R5 AE e)_Eval f 16842.2.pgl additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 16842.3 c.Series 9000 Model 9550 Slider XO Extruded Vinyl"Impact"Horizontal Sliding Window utilizing a Impact Rated Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 RS 11_(b)Inst 16842.1piff Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E.43409 i 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 R5 AE -(e)-Eval 16842.3 pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. Series,9000 Model 9550-.'glider-XO.'i',,6xi'6ae'd-Vi6VI'-.",!Irho6ct".H6r!zdntal,.Sliding-Window with Flange in-C 6 8`r-4X-c gurations_; -�,'- Limits of Use Installation Instructions Approved for use in HVHZ: No FL1.6842 R5 11-(b)-Lnst 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 R5 AE (e)Eval 16842.4 pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 16842.5 e. Series 9000 Model 9550 Slider XO Extruded Vinyl"Impact" Horizontal Sliding Window utilizing a Impact Rated-HVHZ Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16842 R5 11 (h)-Lnst-16842.5.p-d-f 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 R5 AE -(-e Eval 16842.5 pd additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars, 16842.6 f. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact"Horizontal Sliding Window with Flange i Impact Rated- HVHZ Installation(XO or OX configurations) https://floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsf%2fLKqxApZZQHukOiloRq2wLRYWwmkpp4A%3d%3d 2/5 fill Ci ni WINDOWSOWTIONS SR 4 �Ivd.,Tampa,FL 33610 75.13"MAX.OVEPALL FLANGE WIDTH 0 000 0 901 z n z 74'MAX.OVERALL FRAME WIDTH a, 5 0 0 ch Series 9000 Model 9550 Silder XO L IMPACT RATED wl Flange oZ GENERAL NOTES 5 U 1. This product has been evaluated and is in compliance With the 6th Edition(2017) a < Florida Building Code(FBC)structural requirements excluding the"High Velocity of Hurricane Zond'(HVHZ). 0 L a� 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. 8 E2 z T 3. When used in areas requiring wind bome debris protection this product 2, complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind 5 0 Zone 4 as defined in ASTM E199L and FBC Sections 1609.1.2.2&R301.2.1.2.1. NI :t z LO 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. `C l2 2 5. Site conditions that deviate from the details of this drawing require further. engineering analysis by a licensed engineer or registered architect. z MAXjl� 0 OVERALL-,'.. -.---MAX'JDVERAW* TABLE OF CONTENTS SHEET# DESCRIPTIONFLANGE 0 0 U z DIMENSION ; �MENS N I I Typicol elevatiorm design pressures&general notes DATE- 2/19/14 3 )XIED). 2 Vertical&horizontal cross sections 7S.12Y X 64.125" 74.0'X 63.0" 33.38'X 57.38" 33.625"X58.76" GI +50.0 -60.0 SCAM N.T.S. 3 Vertical&horizontal cross sections DWO,BY: JK 4 Buck&frame anchoring +45.0 -50.0 mv BY.. LFS 75.126"X73.125"I 74r X 72.0' 33.3r X 66.38" 33.62V X 67.75" 5 Components F, DRAWWG NO, Bill of materials and glazing details FL—16842.4 SHEET 1 of 6 ..1/'���// m NOTE:Sheet Metal Screws must penetrate a K min.of 3 threads through at least 2 sheets of p' metal(maintain a min.3/8"edge distance). :Z'°� a-- 1 z U- 2 v v 2 E .. a 1111I 1111 \ z o m O 2 XIT 0 Nq -: O e ° o o v (7 0 .0 .a o Em im0ti N ° Lo a cw G1 oa °a ddoa UI r1 .03 D a m d a u._ 2 / o E 0o U � OZ 2 v/ F B OS �a tUl 2 Note: 2 L] 17 SEE NOTE 3 t2 o 1.Lock and keeper located T'from 2 0 = oP- each end of lock/meeting stile. o =J r 2.Metal roller assembly located T from 4 HORIZONTAL CROSS SECTION Gl 0 °3 each end of the bottom rail. o 2 Metal Stud Construction z V' 3.Anti-lift secured to head with < chi J6J#6x1/2"PPHSMS. E 3 �I F 1-1/4"MIN. a a EMB.[1 rP.) A 4 J !�^m B G1 3 C C 2 15 z m 0 18 10 Gl 13 p° D o d $o N SEE NOTE 1 11 7 °' w z 14 SEE NOTE 2 w=Q w c�Zx rn 12 0 ° 1 16 of oo wo C �Qft G1 owV)>o F 0_0 CL u B ° .a: a V 0\i rnNbO 7 m 1 .}r'JN^Z V 6 c a D E _ ° DATE 2/19/14 = 9 a a D 2 1-1/4"MIN. " z saiE: N.T.S. 1 C�f,MB.(TYP.) ewc.BY: JK m E m OHK.Br: LF,4- 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION rc 2X Buck Masonry Construction 2 1 X Buck Masonry Construction 2 2X Buck Masonry Construction oBAwHc Ho.: 2 FL-16842.4 a p N SHEET_2 OF 6 z' lo NOTE:Sheet Metal Screws must penetrate a K min.of 3 threads through at least 2 sheets of metal(maintain a min.3/6'edge distance). _V 0�� m o m n 1 2 E `wee iq�rp w, �� z dm d 3 v v 3 a a O N z O < ' ( o v v a o Z U o e 3 m a N o to - cW Gl a` Na m aa� m 4 D o co 3 s z v / V o g ° w 3 / L J N 3 o Dd a Zz Note: 3 17 SEE NOTE 3 N o L Lock and keeper located T'from 2 pq =w each end of locklmeeting stile. n z Metal roller assembly located Z'from 4 HORIZONTAL CROSS SECTION G1 D 5 each end of the bottom rail. 3 Metal Stud Construction N 3.Anti-lift secured to head with (6)#6x1/2"PPHSMS. E 3 o ALTERNATE ANCHORING LOCATION 1-1/4'MIN. SHOWN ON THIS SHEET a o t N v EMB.(IYP.) A 4UPi m - 8 G1 3 0 0 v> C C 2 15 m o o 0 0 < 0 8 �Q a L o d 18 N g N 10 G1 13 D oozo z SEE NOTE 1 11 �J '' D 14 SEE NOTE 2 W=Z W o u U Q `W a � 12 0 0 � a' 1 � 16 C a Joo rr a� $ G1 awy¢ Ind— o o ` L aoZia 3 o D 42— B ZoeZ U m 6 1 E � onTe 2119114 z 3 9 ` z SCALE N.T.S. ,o0 1-1/4"MINn:1 . D 1 2 EMB.(TYP.) MG.BY: JK m E m CHK.BY: LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION 3 3 2X Buck Masonry Construction 3 1 X Buck Masonry Construction 3 2X Buck Masonry Construction o u FL v —16842.4 0 zN sHELr 3 or 6 V �U�Z Ul zd R:0`tL 6 m 0 4"(TYP,) (1YP,) 12 (TYP.) 3 .��i'r * `%%f���� z>n m (TYP.) rrrr111 11 u N ro i o 9 U Z V Em m m I I I c m m E u v o o co a o a � da� y E oZ v J D TYP, F L 2X BUCK O o �`a 2X BUCK FRAME D I X BUCK K STEELSTUD TYP. w BUCK MASONRY ` � J yv=OPENING �j MASONRY Z w Y Z o OPENING ¢ m OI o • � O O CJ � a a 2 no v N UO N 2X BUCK ANCHORING FRAME ANCHORING W rn w o:2 o ti UJM1=- _N a Q W N �j cS p O CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortarjoints, 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to W i maintain the min.edge distance to mortar joints,additional concrete anchors N N.-N¢ j may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. N o a 3.Concrete anchor table: m MIN:CLEARANCE`S MIN;CLEARANCE '4 bN^ m ANCHOR'.'ANCHOR MIN..: ;: ": "' "70.MASONRY:'` 70 ALI7ACENT;i" fMBEDMENC:_ DATE: 6 m ... :..,. :,.:.-.:,... ....:..'.:'EDGE,:z.=�:<r:'ic'ANCHOR'r"'p'_ 21�17 z TAPCON 1/4" 1.1/4" 2" 4' SCAo cLE: N.T.S. ° JK m ElCO ULTRACON. 1/4" 1-1/4" 1" 4" CHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: TRAWMc NO.: It 1.Maintain a minimum S/8"edge distance,I"end distance,8 1"o.c.spacing of FL-1 6842.4 n wood screws to prevent the splitting of wood. N SHEET 4 OF 6 b R:\Clients\New South Windows PERMANENT\A-Florida Product A rovals\FL-16842 Horizontal SlideAC-Drawin s\FL-16842(2017AFL-16842.4dw,5A •d 3.29" 4z) w ha y_ '.V n r, r! P O Ol m D m AL I � -- n 1.24" 3• O ' � N w Do jo b21.24„ 0.26" Io so g Z o - T ?� zm cry o a Z D w 1 I oa 0.46' `I o 7 Q 0.5" o A Fr''tt ��JJ ee w "— p 0.061, 0.06" >o 0 m L 1.29" ,jj a A a.ar' �, a.or' � — 1.42„ � 2.1T' h�-1.63, 1,63" No.43409 October 08,2017 Iy2 PRODUCT: Doaumeats Prepared By. I T L� NewSoOfh Lyndon F- Schmidt :ON •(i��;s.� I N 4 9 22 17 UPDATE TO 6TH ED. 2017 FBC JK P.E. No. 43409 IL^ 3 9 26 16 ADDED ALL ANCHOR LOCATION LFS ///lflllllllt p y 2 i2 17 75 REVISE MODEL NAM€ JK PART OR ASSEMBLY: V//�� BUILDING CONSULTANTS, INC. 1 67257 15 UPDATE TO 5TH ED. 2D14 F8C LFS L 7* P.O. Box 230. Volrico, FL 33595 NO DATE BY Phona No.: 813.859.9197 REVISIONS COMPONENTS FBPE C.A. No. 9813 Q 2014 R.W.BUILDING CONSULTANTS INC. BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL :Qr.............. o ••:\j1 n B 2X BUCK(SG>=0.42) WOOD C 1/4"MAX.SHIM SPACE =ip o v D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Z 0.0 q ��Y:. �M MASONRY- >'PSI MIN. •. 5� =� io E 301 OR HOLLOW BLOCK COON ORMING TO ASTMING C OTO ACI CONCRETE '''O�� �`` z>o no w o i F #10 X 2"PPH SMS(1-1/4'MIN.EMBEDMENT) STEEL J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 ksi min.,Fu=45 ksi � Z min.) STEEL a N z I� Z K #10 PPH SELF-DRILLING SMS STEEL N t o o m .0 W L #10 X 7'PPH SMS(1-1/2'MIN.EMBEDMENT) STEEL $ d U+n °r m 1 EXTRUDED VINYL FRAME(439)' RIGID PVC m Y a m a a v 2 EXTRUDED VINYL GLAZING BEAD(736A)' RIGID PVC E `0 Z 3 EXTRUDED VINYL GLAZING BEAD(425A) RIGID PVC o =w 4 BOTTOM RAIL(424B)' RIGID PVC J° $ 5 TOP RAIL(478)' RIGID PVC 6 MEETING STILE(477)' RIGID PVC 7 LOCK STILE(476)' RIGID PVC 8 HANDLE STILE(475B)' RIGID PVC { wo 9 MEETING STILE REINFORCEMENT 6063-TS ALUM Z 10 LOCK STILE REINFORCEMENT 6063-TSALUM 3 m 4N 11 SASH LOCK - z N o� 12 KEEPER ¢ mo 13 HANDLE STILE REINFORCEMENT 6063-T5 ALUM 0I z 14 ROLLER(TRUTH#2433-1000) g 15 SILL RISER 6063-TSALUM a `a 7 6 ROLLER TRACK 6063-T5 ALUM 519' y n 1 4 17 ANTI-LIFT ALUMINUM 6063-T5 ALUM GLASS BffE 7!8"C.A.GLASS THK. m 0 18 BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM GLAZING SEALANT 20 WEATHERSTRIP(.187"X.290") (SIKAFLEX-552) o m = 1/8"ANNEALED GLASS 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". N oN r_—0.090"SAFLEX®PVB INTERLAYER w o z w o z a � En z�� Ej 1/8"ANNEALED GLASS e a o AIR SPACE 2¢ o ° 1/8"ANNEALED GLASS a o Z a d STEEL SPACER LL F Z N N'N Q Z m N m GT GLAZING DETAIL * N z n DATE 2/79/14 = 3 SCALE N.T.S. ° DWG.BY: JK m CHK.BY: LF8 3 3 DRAWING NO.: V FL-16842.4 0 SHEET_�L OF 6 i PI a Plan Review Windows & Doors 1) _Need_ manufacturing installation specifications: 2) .Must meet sections.R308 and R612 of the.201.7 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.oth.erwise . . . . specified: 5.) This is for replacement (glass-for glass) only, If you wish to change from screen or vinyl ;windows:to glass; then additional information is required. 6:) All windows.to wall connections:shall be.left visible for inspection. 7) All labeling and stickers shall rernain.on windows until final.inspection: 8) No work shall start without permit first.. FL� O1-+tA�► City of Zephyrhillsj2/ '• �' in BUILDING PLAN REVIEW COMMENTS ° „ Contractor/Homeowner: ,V 1 u/ Date Received: zf— 3-20 Site: !38 6 ?— 7 A8 `XIL. Permit Type: (Cut W Approved w/no comments:❑ Approved w/the below comment Denied w/the below omments: ❑ pp •24U Jb I This comment sheet shall ept with the permit and/or plans. APR 0 7 2020 Kalvin S eze Plans Examiner Date -Contractor and/or I-joineowner (Required when comments are present)