Loading...
HomeMy WebLinkAbout18-19416 CITY OF ZEPHYxtHILLS 5335-8TH STREET (813)780-0020 19416 BUILDING PEROIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19416 Address: 6703 PISTACHIO ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: DRIFTWOOD Est. Value: Parcel Number: 02-26-21-0240-00000-0050 Improv. Cost: 6,120.00 OWNER INFORMATION Date Issued: 3/28/2018 Name: GLOVASKY, GERALD & SCARLET Total Fees: 112.50 Address: PO BOX 1562 Amount Paid: 112.50 TROY, MI. 48099-1562 Date Paid: 3/28/2018 Phone: (519)800-4155 Work Desc: REPLACE 7 WINDOWS S/S CONTRACTORS APPLICATION FEES AFFORDABLE WINDOWS & DOORS OF TB BUILDING FEE 112.50 �G I 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. l CO,N RACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received phone Contact for Permitting 1 1 1 1 1 1 1 1 1 1 1 1 1 p Owner's Name r� U l/ Owner Phone Number Owner s Address i T O Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address Jam, 1 JOB ADDRESS 1 /4G�hlO S' rC'G // LOT# SUBDIVISION % i Oo PARCEL ID# t�a aLo ��'d " OdDQU`.00 6 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR B ADD/ALT SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE Q, SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK ( 420 r` 'S 1 BUILDING SIZE SO FOOTAGE= HEIGHT [BUILDING $/ /2,0`O VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION r� =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER SIGNAT REF; I r _ REGISTERED / N FEE CURREI. I Y//Nc.., Address License# I ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111 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 Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT ONTRACTOR` R Subscribed and swom to(or affirmed)before me this nb d dswom-to(o ffinnad)'�e fare me this by by 'aC L,�"� -, .t� Who islare personally known to me or has/have produced 7§§/�`r�pp@@r�o99aally'kri wn to me -WasiFiave'pro`duced��'7 as identification. UK�fJf'0� � as identification. Notary Public r_ —a_ �� Public Commission No. /C f / Name of Notary typed,printed or stamped Name of Notary typed,printed or stam DEBRAELAINE RUFFELL Commission#GG 045343 Expires November 7,2020 Bonded Thru Troy FaininsuranceBoo38570i9 llilllillliilllllilllilllllillliillilllillilllllliillillllll 2018036884 Permit Number Rcpt:1936731 Rec: 10.00 IDS: 0.00 IT: 0.00 , Parcel iD Number � _, �—�'/. d '�?Ic'1t2?� p� 03/05/2018 J. R. , Dpty Clerk NOTICE OF COtVtQ11tE )I+rfCEMENT State'of Florida County after—fir t tu::rttf:�+t tli:ftt ra+rrrr r�:rFt f:t f_l;u e,F 1't ll:Cr',urr'r t;t Rfiitru;rzrtist� THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and In accordance with Section 713,13 of the Florida Statutes,the following Information Is provided in this NOTICE OF COMMENCEMENT, 11.Description of property(10991 descrlpflon),-t' L��cyl j s 1 y_ -57 D.�83a r e)Street((o6)Address, — '! 2.Ganeral deserlpNon of improvements: 3.Ow�er Information or Losse n��tt�t�Lessee cantra�ad��the Improvement, ' a Name and address: Yj � �¢ Q b)Name and address of fee simple titleholder(If different than net listed ove) o)Interest In property: C.0 c-- h.Contractor Information a4-4o le— d0 h" J qL.4_6 a)Name and address: ,�R,??o 445 ` ",l?iy s,4 &aO- b)Telephone No.: 2 � ���1 _ Fax No.:(optional) S.Surety(if applicable,a copy of the payment bond Is attached) a)Name and address; . 7 b)Telephone No; o)Amount of Bond: $ 6.!.ender s)Name and address: . b)Telephone No,: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7%13(1)(a)7.,Florida Statutes: a)Name and address; /19 b)Telephone No,: Fax No,:(optional) 8.n.In addition to himself or herself,Owner designates /11 AV- of to receive a copy of the Llenor's Notice as provided in Section 713.13 1)(b),Florida Statutes, 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 1 year from the date of recording unless a different date Is s ee10ed): 20 WARNING TO OWNER: ANY.PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 743.13,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. Under pens ty of perjury,i decta that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of m}+ knowledg and bellef. ( lgnatura of owner or Leases,or owner's or Lessee's arized ofitaerlDirsotoripadnerlManager) (Print Name and Provide signatory's Tillo/Ofllca The foregoing Instrument was acknowledged before me this �^ day of ,20 by er cL irk /4 as (type authority,o.g,oflleor,trustee,attorney In fast) for ,as (Name of person) (type of authority,...e.g.Wilder,trustee.attorney in foot) for (name of party on behalf of whom instrument was executed). Personally Known [. Produoed Type of ID ('v�nn r iGerz G Notary Signature Print name i PAULA S.O'NEIL,Ph.D.PA`SCO CLERK & COMPTROLLER 03OR K 118 l m PG 2,�'�'1G� BItIAN DAMS KNotary Public,St'to of Floridamissiono FF 167342mm.expires Oct.f3,aDi e c STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ,mot A ON FILE OR OF PUBLIC RECORD IN THIS OFFICE MY HAND A D OFFI IAL SEAL THIS DAY OF C 1$8i PAULA S. O'NEIL, CLERK&COMPTROLLER BV DEPUTY CLERK Pla . n Review Windows & Doo.rs 1). :Need manufacturing installation specifications: ' 2) . Must.meet section:s R308 and R612 of the 20V F:B.C: 3) ifwindows 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, lumbin " and..mechanical) unless-otherwise ). . p � g,-plumbing" . specified.: . .. 5) This is.for replacement ,(glass for glass.).only.�If you wish to change from screen or-vinyl windows toa lss; then additional information is r-efired g . q ::. :_ u 6) All-windows to wall connections':'Shall be left.-visible for inspection. 7) All labeling and:stickers.shall.remain:on-windows until-final insp.ectiion: 8). .No work shall' tart with permit first:. . F 7orctme winnows & --pors of Tampa Bay,LLC 28870 U.S.Highway 19 N,Suite 300 Clearwater,FL 33761 Lie.#CGC1520791 727-437-0017 727-725-2933 (Fax) 1(we)hereby contract with Affordable Windows&Doors of Tampa Bay,LLC the fallowing work and authorize Affordable Windows&Doors of Tampa Bay,LLC to furnish all the necessary materials,labor and workmanship,to install,co true[and place the im ovements according to the following specifications,terms and conditions on the premises below described. This contract,ma pe thi Day of ,20� Owner's Ivan a li me Work Cell Address ity State�ZiZ-- Job address. (If different than above) cowl-RACrOR TO FURNISH&INSTALL MATERIALS AS FOLLOWS. ❑ Affordable Windows&Doors of Tampa Bay will remove old windows and install the following_new Affordable Windows&Doors of Tampa Bay replacement windows to existing jambs,headers and sills as follows: �� Location type Model// screen Grid Olasv Color Fwsmd `Measurementtt U.I. F Measurement U.I. Description/Note W H 1 / X X t 2 Q x 3 Yx x 4 X 5 x. x 6 -- x_ X 7 f / Ax 8 X7 x 9 x x 10 5 x 11 x f x 12 ! x x TERMS OF SALE NOTICE The Buyer(s)agree(s)to pay a sum as follow 00 ANY HOLDER OF THIS CONSUMER CREDIT 1 HAVE READ (A)Cash Price of Work $_ --� CONTRACT IS SUBJECT TO ALL CLAIMS AND AGREE WITH (B)Downpayment Made by Owner $ AND DEFENSES WHICH THE DEBTOR' THETERMSAND (C)Unpaid Balance � COULD ASSERT AGAINST THE SELLER OF CONDITIONS ON THE �Ca be paid Upon Installation) GOODS OR SERVICES OBTAINED PURSU- FRONT&R •E sh upon delivery❑To be Finaancceed --- ANT HERETO OR WITH THE PROCEEDS SIDES YES HEREOF,RECOVERY HEREUNDER BY THE DEBTOR SHALL NOT EXCEED AMOUNT cusroME A PAID BY THE DEBTOR HEREUNDER. RECOVERY FUND:PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS'CON- STRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT,WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR.FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM,CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Construction Industry Licensing Board 1940 North Monroe Street Tallahassee,FL 32399-0783 850.487.1395 ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW(SECTIONS 713.001.713.37,FLORIDA STATUTES),THOSE WHO WORK ON YOUR PROP- ERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL,HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY.THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN.IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS,SUB-SUBCONTRACTORS,OR MATERIAL SUPPLIERS,THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT,EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL.IF YOU FAIL TO PAY YOUR CONTRACTOR,YOUR CONTRAC- TOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY.THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR,MATERIALS,OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY,TO PRO- TECT YOURSELF,YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE,YOUR CONTRACTOR IS QUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A"NO TIC 0 OWNER." FLORIDAS CONSTRUCTION LIEN LAW IS COMPLEX,AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. IN W ITNF9 WHEREOF the und�{igned have hereunto subscribed their name the day and the year first above writ[n.AITco rite subject to offs :Ipproval.'flleundersigned ac Imvle/s receipt of two con¢¢ to opies of the No{ce of Right to Cancel attac led below on the date first above wr II& ej a[e -r�l�/ t e•"er� ate me ale 3 /!('ffordable Wiqd s&Doors of Vmpa Bay Authorized Officer) Date ' r � YOU hI,\Y CANCELTI{IS TRANSACTION,WITHOUT PENALTY OR OBLIGATION,ANYTIME PRIOR TO MIDN HT RTHETIUR (70. BUSINESS DAY AFTER TIIIt DATE OI+7'1113 TRANSACTION. SUNDAYS AND I IOLIDAYS ARE NOTBUSINESS DAYS.BUYER MAY USE THIS CONTRACTAS THAT NOTICE/Y NO"I HEREBY CANCELTIUSTRANSACTION"ATTUE BOTTOM AND INCLUDING BUYERTSIGNATURL++,NAME AND ADDRESS.THE NOTICE MUST HE DELIVERED TO TU SELLER ATTFIL RESS SHOWN AnOVE. While-ARaNablu Windmes&DonrsorTampn Buy Yellav-Aff, I/ Ie Wind.e&Da .r76my Bay Pinh-Cunom STATEWIDE PRODUCT APPROVAL SUBMITTAL Revision Date:5124104 all ApplicationlPerimit:#: Building Address: ;2d bwner. 451 0 ctor. Openings: Sliding Glass Doors,l=xterior Swing Doors,Overhead Doors,Fixed Glass,Windows, 1lions,Skyligh 'Pressure Product Approval Product ModeW or Glass Attachment Approval Expiration -Qi)f D I T Manufacturer . -Category Numbed Seq#. Name Series Type/Size Method Entity Date h),M&Z'6 -.5nJI-219 A/10'5-vzo &44A- J 7) k)? 0 15-9. Only one entry required for Multiple units of the same size and Design Pressure D=Design Pressure T=Max.Test pressure Page 1 of_ z oz lal 5T 5T IT ss $z u/awaa BCIS Home { Log In �+User Registration Hot Topic Submit Surcharge Staq&Facts Publications I FBC Staff I BCIS Site Map ( Links Search b a 01—d Product Approval 4 . USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL7058-R16 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Te hrf to ogy Drive North Venice,FL AVE- WORK SHALL COMPLY WITH PREVAILING (941)486-0100 druark@pgtindusM0 FL®RIDA BUILDING CODE, NATIONAL ELECTRIC CODE, Authorized Signature Jens Rosowski AND THE CITY OF ZEPHYRHILLS josowski@pgtind WMCES Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology DriveNokomis,FL (/ (941)486-0 00 7Ext 21140 REVIEW UTA�E�/GJ-Y1S josowski@pgtindustries.com d*TY OF ZEPi-IYRHILL.S Quality Assurance Representative FLANS EXAMINER Address/Phone/Email Category Windows Subcategory *�Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE El Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/07/2017 Date Validated 11/09/2017 Date Pending FBC Approval Date Approved 11/15/2017 y� Summary of Products FL# Model,Number.or Name Description S; �a +�_ f.i r ` {7058 � DF� '"5460 v`EnecgyVueDoltile�fi ng Windo'w EI Limits of Use �r. Certification Agency Certificate Approved for use in HVHZ:No FL7058 R16 C CAC DH-5460 Certification B.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 11/18/2018 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL7058 R16 II DH-5460.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL7058 R16 AE DH-5460 Evaluation B.Ddf Created by Independent Third Party: No 7058.2 DH-5560 WinGuard Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL7058 R16 C CAC DH-5560 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2018 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL7058 R16 II DH-5560.Ddf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL7058 R16 AE DH-5560 Evaluation B.Ddf Created by Independent Third Party: No Back Next 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.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click,here. Product Approval Accepts: - (�716*-:al I-�I cCh I Credit Card Safe Sri MAX BUCK WIDTH WX BUCK WIDTH SEE TABLE 1 ' SEETABLE 1 28' � MAX. _MAX BUCK WIDTH 1r �- xe• D.C. r SEE TABLE 1 12' MAX. e.SEE_ MAX. 2'MAX. &SEE D.BEE d•MAX.O.G I O.C. SHEET) r MAX.r —T---- —� j SHEET 3 A.SEE 12.MAX BNEET 4 L 1 A,SEE —�-- - SHEET) _MA C.SEE I- SREET3l jam` SHEET4 i EQUALLY '/ 13.16116'MAX O.C. I O.C.1 SPACED -—�— EQUALLY Y1511C MAX. I t ANCHORS I SPACED x L"1 ANCHORS MAX BUCK x MAX.BUCK v y- MAX.BUCK HEIGHT SEE HEIGHTSEE ' X l 4 10'MAX.O.0 HE TABLE 1� X I li TABLE 1 x A TABLET j EQUALLY I Lr 13.13H6'MA%.O.G X SPACED - u` +,+,.�� 11 ANCHORS I A 1 EQ A LLY A 1"43116" AX.O.0 4'MAX" C I r O.C. 1 1 ANCHORS _ / - , 111 6-10'MNL 11 6.,W(—MAX B HO ANCHORS ATSILL 9 NO ANCHORS AT SILL 1 D 2*MAX-+I r- ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME. ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, E_qqA L-LLT.k CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION (SIMILAR ANCHSR DIMENSIONS FOR OTHER CONFIGURATIONSI .I I GENERAL NOTES:SERIES 5460 NON-IMPACT RESISTANT, VINYL DOUBLE HUNG WINDOW TABLE 1: 1)THIS PRODUCT HAS BEEN DESIGNED 3 TESTED TO COMPLY WITH THE Window Buck Size ReinL Design Pre�re CBrtl0ea00n REQUIREMENTS OF THE FLORIDA BUILDING CODE. COR}Igure6On Le-I CAR Number Width Height l)Psi (•IPsi ( � 2)ALL WOOD BUCKS LESS THAN I-I lr THICK ARE TO BE CONSIDERED IX 40" 63" Equal-I@e R4 50.0 50.0 190.1032 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS DEPICTED AS 2X ARE I-IN'THICK OR GREATER 52-118' 64° Equagrle IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-118" 75' Std.PmVieW RI 50.0 50.0 19D-1030 LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBUTY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AGRI. 52-118' 86318° Custom Sash I 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 84° EqualAte OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION i ANCHORS SHOULD RESEALED.OVERALL SEAUNGTLASHING STRATEGY FOR 52-1I8° 75° Bid.PfoVieW R2 65.0 70.0 190-1031 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 1 52-118" 86318° 1 Custom Sash BEYOND THE SCOPE OFTHESE INSTRUCTIONS 4)MAIL Ile SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT RUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF i __;���•.:�;.r��� TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE + SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. �+ ,=VINYL DH WINDOW FPA(NON-IMPACT) $ 12/13114 = 5)iHE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST - WINO LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE `GENERAL NOTES&ELEVATIONS a JROSOWSKI �• 33-ID STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS $ . 6 I IS U PRODUCT.THE INCREASE EHA NOT WAS USEDNTHE FOR THEFTHIS EVALUATION OF ® _ - S•,T"rif :•'1:.� ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER - V%C'� :• DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. _'h!;:L 1070 TECHNOLOGY DRIVE � �g I N.VENICE,FL 34275 a; u; ALYIM MILLER P.E. (941}480-1600 DH-5460 N NTS ll 1 OF4 a FPA-5460.0 �? P.Er34Tos ! I t I TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FM I Anchor Substrate Min,Edge Min. MI Anchor Substrate Dn.Edge Min. Distance Embedment lstance Embedment N10 S S P.T.Southern Pine(SG=0.55) 7/16' MS. 2-IrZ x.131'Common Nail P.T.Southern Pine(6G=.55) 9116' 2-7/16 (steel,18•8 S.S. Sled,A38 316" 0.050' Max.DP o150.0 w 410 S.S.) Steel Stud,A053 Gr.33 3/8" 0.0346-(20 Ga.) 21W x.131'Rn"hank NO P.T.Southern Pine(SG=.55) Bile, 2-7116• ! Max.EP of 50.0 Aluminum 608YT5 3/8° 0.0713'14 Ga. 2-12'x.145 Rooang Nail P.T.Southern Pine(SCi-.55) 9116' 2.7/16' 012 SMS P.T.Southern Pine(SG�0.55) oils" 1-318' P.T.Southern Pine(SG=.55) 3/4' 1-38' j (steel, S.S. Steel,A36 31T 0.050' N10SMS Aluminum,606YT5 318• o3w or 410 S.S.) Steel Stud,A653 Gr.33 3(8' OA346-(20 Ga.) (steel,18.8 S.S, Steel Stud,Dr.33 3/8' 0.034E(20 Ga.) Aluminum,6083-T5 3!8' 0.0713"14 Ga. w410 B.S.) 3116"Ullrae P.T.Southern Pine(SG-0.55) 7118' 131E Steel,A36 3/B' 0.050- an (stee) Concrete(min.2.85 ksi 1" 131E ! Max.OP of 50.0 Ungmuted CMU, S1M C410) 2-12' 1-1Id- ANCHOR NOTES• 6 !/ j P.T.Southern Pine(SGs0.55) 1" 1VE REINFORCENT 7YPEA 1/4-Ullman Concrete(min.285 ksp 1' J Vd 1)-UNGROUTED CMU-VALUESMAY GE•77000R (steel) BE USED FOR UnDTlutetl CMU,(AS7M C•80) 2.12' 1414- APPLICATIONS.ROUTED CMU DOW797 Concrete(min.285 ksi 2-12" 1.114' SILICONE t P.T.Seethe m Pine(SC-c0.55) 1- 1316' 2)PANHEAD,FLATHEAD OR 'NoGLASS HE%MEAO ARE ACCEPTABLE. Q;z"I"' . ; 1/4"Crete+Tex Concrete(min.3.35 kal 1' 1, EXTERIOR REINFORCENT TYPE B (410S.S.) Ungrouled CMU,(AS7M C-90) 2-1rr 1-Vd- 3)ANCHORLENGTH TOBESOTHAT ! Concrete min.3.35 ksi 2-1/r 1.'V4" AMIN.OF3T142EADS EXTEND Concrete min.3.275 ks1 1.11r 131E BEYOND THE METAL SUBSTRATE. Ir�l 1/4-A9 Sw P.T.Southern Pine(SG�.55) 1' 131E lru(u�ul' (le�s.S.)s.) Un utedCMU,ASTMC-go r 1.1/4" TYP.GLAZING DETAIL REINFORCENT TYPE C &4-NDM. Y4'NOS1. i_. —�I Tw NDM. 718,NOM. 118'ANNEALED OR 3/16'ANNEALED OR TEMPERED GLASS TEMPERED GLASS 5/16'AIA PVB— 6116'AIA PVB 11r AIR SPACE— 3/8'AIRSPACE 7/16-AIRSPACE 318"AIRSPACE 1/8'ANNEALED OR 3116'ANNEALED OR_- \ 1/s'ANNEALED OR 3116•ANNEALED OR TEMPERED GLASS TEMPERED GLASS 1 TEMPERED GLASS TEMPERED GLASS DURASEAL, 10 OURASFAL, DURASEAL, DURASEAL, Is SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL LK XLEDGE XLEDGE XLEDGE XLEDGE GLAZING TYPES f TABLE 4:REINFORCEMENT TYPES Reinforcement PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) _ U ertlte LOwerllte� "VINYL DH WINDOW FPA(NON-IMPACT) 12/13/14 Level Top Bottom Top Bottom Side / Rail Roll Rail Roll Rails GLASSIANCHOR OPTIONS �J ROSOWSKI Rl A B B A A o o e R2 A C C A A LERT.OF AUTH.N1929e ° e"g -,`.nr..•�A,: •`':` R4 A A A I A N/A 1070 TECHNOLOGY DRIVE L tg �'"IAt•��•, t N.VENICE,FL 34275 ' (941WO.1600 i DH-5460 NTS 20F4 : EPA-5460.0 x: ALVNN MILLER PE. PJ:D ee]a5 j I gyp EDGE OISTARCE SHOWN INSTALLED ! /!/ / t T14ROUGH Ix BUCKSTNP / i/ EMBEDMENT SHOWN SHOWN FLANGE INSTALLED INSTALLED FRAME �_��<�'^ - DIRECTLYTO THROUGHIX EMBEDMENT SHOWN EMBEDMENT SUBSTRATE BUCKS TRIP --i+—.__...I .... g EDGE A� EDGE 1 ---^ � / /DISTANCE ! DISTANCE BSSHM � / , EDGE f s s"E>�IDR � f� !,f! f, DISTAtMK:E �OPT.SSH TOP ��J� LIFT RAIL FLANGE-----�� - �`�. ' \ /�!/N!-Irl�llL./ ECG FRAME FRAME 1 J sHDVAu DOCK WIDTH BROWN / — HORIZONTAL SECTION A-A r BU CK ,> HEIGNT',, -, INST.nuATroN NDTEs 1)SEE SHEET I FOR SPACING REQUIREMENTS. I �` E RI \ 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. p FLANGE I 3)MAX SHAMTHICKNESS TO BE 114'. FRAME 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES / SHOWN 0 ONLY AND MAY DIFFER TO MEET DESIGN < ( _1 REQUIREMENTS. (� OPT.SASH -G� fi)FIN AND/OR FLANGE MAYBE REMOVED TO CREATE BOTTOM LIFT \U!� OTHER FRAME TYPES. HANDLE INSTALLATION THROUGH EXTERIOR THE FRAME,INTO METAL f J NOANCHORS ;'VINYL OH WINDOW FPA(NON-IMPACT) 12/13114 I EQUAL!/ / /!/,/ REQUIRED IN LEG / / ! r /, FLANGE ORFRAM I FLANGE&EQUAL-LEGIBOX FRAMES Qa J ROSOWSKI // Jjf // l EovA4LEa !' SHOWN E:j` ///!,F/// / ' FRAME SILLS CERT.OF AUTH,p252N6 1070 TECHNOLOGY DRIVE ; u3 , VERTICAL SECTION$-B N.VENICE,FL 34275 ¢ 4 AL'rFn+ra�uE0.P.E. I (941}400.1600 DH-5480 y; NTS 30F4 �.g FPA-5460.0 �? P.EI SBTtl6 SHOWN INSTALLED SHOWN INSTALLED 1+---� EDGE DISTANCE THROUGH TxE THROUGH THE SHOWN INSTALLED' INTEGRAL FIN T14ROUGH THE FRAME FRAME _---�-- t_� - EDGE DISTANCE­J 1�•� EMBEDMENT I _ EMBEDMENT �I FIN FRAM -/. 1/a•IAAX SNIM I I 114•MAX SHIM _T L 114•MA%sxlM IJ BOTTOM I SASH a I EMBEDMENT S JL ---q o �� p DI .�. TOP I I 1 0 EXTERIOR XTERIOR FIN i FFAME OFT RAILSA. � NFy —�� \/ .`✓ �� \ �� SHOWN LI J FRAfd SHOWN BUCK WIDTH < 0 HORIZONTAL SECTION C-C BucX \ HE o I/ 1/4'MAX SHIA1 iN'MA%.BLUM \ c INSTALLATION NOTES: 1 1)SEE SHEET I REOUIREMENTS.OR SPACING ' \/ 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE i REQUIREMENTS. (( EXTERIOR \ - S)MAX.SHIM SHOWN IS OR TO BE 114•. C/) I A)GLASBSHOWNIPOSE MAY DIFFER TO MEET ES ONLY AND ` MAY DIFFER TO MEET DESIGN /> 1 REQUIREMENTS. _ J S)FIN VEAMOR FLANGE MAY BE R �\ 10- SASX -- REMOVED E CREATE OTHER l BOTTOM LIFT 777/// FRAME TYPES. J FFRAME RAME L RAIL FIN� OI FIN I (0 SHOWN �l EXTERIOR SHOWN cccc'"' II___J^� EXTERIOR SHOWN FRAME v ] i 11V MAX THE FRAME. INSTALLATION O METAL I INTEGRAL FIN. INTO Mx THE --�— SHIM THE FRAME.INTO METAL INTEGRAL FIN.INTO METAL I .. I -- j 1 _f DIST�Ar4ECE (VINYL DH WINDOW FPA(NON•IMPACT) g`` 12/13/14 ;•`" .No.LiIQZ _ SHOWN -•--- 1 = INSTALLED _� «? EDGE 8 J•CHANNEL&INTEGRAL FIN FRAMES @d J ROSOWSKI = CC THROUGH --�'�--� _DISTANCE THE — aE yT4l,!,: IN FIN EMBEDMENT -► CEflT.OF AUTH.R28288 -'� VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE i a 3 I --- N.VENICE•FL 34276 (947}4BD-1600 i OH-5460 NTS 40F4 FPA-5480.0 A LYNN TALLER P.E.P.EA55705 I I 1 —ji a 0 0 a 0 e BCIS Home Log In I User Registration Hot Topic Submit Surcharge `; Stats:&Facts Publications FBC Staff BCIS Site Map E Links Search E Florida Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail o etk .�japi I �. ,• ,) Ij�I FL# FL5012-1119 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer �P'�tiG'S Industri�es Address/Phone/Email 070VTechnology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski �( 1. jrosowski@pgtindustries.com 0-17Y 0{— Technical Representative Jens Rosowski ��i� Address/Phone/Email 1070 Technology Nokomis, 342Drive � +�r� ��y E�L �L � (941)486-0100 Ext 21140 tfi V jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email ALL Category ,WW�ind,� � r Subcategory 4FiXede% NAT O� ��14 8U�&fPLY W/� L®/ P Compliance Method Certification Mark or /PHII� ���/C C©®� ®®Z0 R��,VA/L/jVa Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE 0 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/23/2017 Date Validated 10/23/2017 Date Pending FBC Approval Date Approved 11/02/2017 Summary of Products FL# Model,Number or Name Description 5012.1 PW-220 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R19 C CAC PW220 Certification C.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/24/2020 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R19 II F-220.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R19 AE F-220 Eval.odf Created by Independent Third Party: No 5012.2 PW-640 Aluminum Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R19 C CAC CAPW-640 Certifications.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/25/2019 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R19 II FCA-640.pdf pressure,size and anchorage information. Verified By: A.Lynn Miller, PE 58705 Created by Independent Third Party: No -�_r•� Evaluation Reports FL5012 R19 AE FCA-640 Eval.pdf !i C Created by Independent Third Party: No �. Ilse 5012:3 P.W-5420 Energy.Vue_Vinyl Fixed Wi_ ndowY Limits of Use Certification Agency CertificateF Approved for use in HVHZ:No FL5012 R19 C CAC CARS.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R19 II F-5420.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R19 AE F-5420 Eval.pdf Created by Independent Third Party: No 5012.4 PW-5440 EnergyVue Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R19 C CAC PW-5440 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R19 II FCA-5440.pdf pressure,size and anchorage information. Verified By: A.Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R1g AE FCA-5440 Eval.pdf Created by Independent Third Party: No 5012.5 PW-5520 WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R19 C CAC PW-5520 Certifi cation.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/12/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R19 II F-5520.pdf pressure,size and anchorage information. Verified By: A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R19 AE F-552d Eval.pdf Created by Independent Third Party: No 5012.6 PW-5540 WinGuard Vinyl Fixed Casement Window GENERAL NOTES:SERIES 5420 NON-IMPACT RESISTANT,VINYL FIXED WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGCODE. Z)ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE CONSIDERED I INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZK ARE I-Ire THICK OR —MAX BUCK WIDTH SEE TABLE I MAX.BUCK WIDTH SEE TABLE 1 GREATER 1X AND ZX BUCKS(WHEN USED)SHALL BE B.SEE 15'MAX.O.C. 6'MAX D,SEE -+{ I. P MAX O.C. I_2- DESIGNED TO PROPERLY TRANSFER LOADS TO THE SMEE'f3� I I SNEEi<�-- I 1 STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS ' THE RESPONSIBILITY OF THE ENGINEER(EOR)OR — — -- -- ARCHITECT OF RECORD.(AOR). -r 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ' I BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS SHOULD — BE SEALED.OVERALL SEALINGFIASNING STRATEGY FOR C.BEEA.rtEF— j WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY SHEET 3' / i SHEET4 / I OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. / A / C LOCATION VNWHERE ARE PRREQUIRED DUCTISNOTFLUSHT ANCHOR T 1/ LOCATION WHERETHE PRODUCT R TRANSSH TO THE SUBSTRATE,USE SHIMS CAPABLE O TRANSFERRING 1 MAX.BUCK MAX BULL APPLIED LOADS.WOOD BUCKS.BY OTLOAD I SIDE 1_ I HEIGHT.SEE j HEIGHT,SEE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON TABLE I TABLE 1 THEM BY THE WINDOW. 1 S'MAX O.C. 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOAOS CORRESPONDING TO O.C. THE REWIRED DESIGN PRESSURE.THE 33-Ir3%STRESS - ---t- I INCREASEHAS NOT BEEN USED IN THE DESIGN OF THIS 1 i PRODUCT.THE 1.0 LOAD DURATION FACTOR WAS USED FOR B­,11 B'MAX D' 7 MAX THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYP.EQUAL-LEG/SOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL j SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING FRAME(SHAPES SIMI FRAME SHAPESSIMILAR) CODE FOR CORROSION RESISTANCE I SHAPES MAY SE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING OE51GN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. j 1 TABLE 1: Window Buck Size Design Prossure Certification Width Height (�)PB1 1-)PSI (CAR)Number 120' 6D' 70.0 70.0 19D-1017 96" 63° 50.0 5D.0 190.1011 I VINYL FIXED WINDOW FPA(NON-IMPACT) 0 12/13/14 GENERAL NOTES&ELEVATIONS °&J ROSOWSKI O Tc" j CERT.OF AUTH.f2ZSZBB .... �•,. I 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 ` ,L MILLER °PW-5420 � NTS 1 OF '^? FPA-5420.0 ;£ A.LYNN MILIFIl P.E. (941}480-1600 , PEA SB/e5 TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min. Distance Embedment Distance Embedment fi S P.T.Southern Ping(8G=0.55) 7/16' 13rt1' 2-V2'x.131'Common fJal p T Soul PNe(SG=.55) 9116" 2.7116' (steel,18•8 S.S. Steel,A38 3/8' -0.05P Max.DP o150.0 or 410 S.S.) Steel Stud,A653 Gr.33 318' 0.0348-(20 Ca.) 2-1rL'x.131'Wng-shank Nml P.T.Southern Pine(SG=.55) 9116' 2.7116' Max.DP 050.0 Aluminum,508345 318' 0.0713' 14 Ga. 2-1?■.145'Roofing Nail P.T.Southern Pire(SG-.55) 9116' 2-7116' d12 SMS P.T.Southern Pine(SG=0.55) 8116' 1.48' P.T.Southern Pine(SG=.55) 31d' 1-Y8• (steel,1S8 S.S. Steel,A38 3W 0.05D' O10 SMS Aluminum,6083-T5 318' 0.050' w 410 S.S.) Steel Stud.A653 Gr.33 3/8' 0.0346'(20 Ga.) (steel,1"S.S. Steel Stud,Or.33 3I8' 0.034G ANminum 6W3-T5 318' 0.0713'(14 Ga.) w41D S.S.) 3116'UlLmeon P.T.Southem Pine(SG-0.55) 7/167 1.Y8' Steil'A38 U. O.D50' j (steel) Concrete(min.ZS5 ksi) 1' 1318' I Max.DP o150.11 Unicauted CMU,(ASTM CsO 2.11T 1414" ANCHOR NOTES: 7/e'NOM. �— —�{ Tle'NOM. P.T.Southem Pine(SG.0.55) 1' 1318' 1/4'UlBazon Concrete(rnin.ZS5 ksl) 1' 1.1/4' 1)'UNGROUTEDCMU•VALUES MAY (Steel) Ungreuled CMU,(ASTM C90) 2.1? 1-114' BE USED FOR GROUTED CMU ( APPLICATIONS. Concrete mIR 285 ks0 2-1? 13h4' 5116'AIA PVB -— 5118'A/A PVB P.T.Southem Pine SG-0.5 1" 1.Y6' 2)PANHEAD,FLATHEAD OR 7116'AIR SPACE 31B'AIR SPACE i/4'Crete+lex Concrete(min.3.35 ksi) 1" 1.Y4' HExHEAD ARE ACCEPTABLE. - (d/OS.S.) Un(pouled CMU,(ASTM C-B0 2.1? 1-114' 3)ANutOR LENGTH TO BE SO THAT 1/8'ANNEALED OR 3116'ANNEALED OR Concrete min.335 ks1 2.1/2' 1.Yd' AIdIN.DFaTHREAOSExTEND TEMPERED EDOR TEMPEREDGLASS ' GLASS BEVOND THE METAL SUBSTRATE. 114'A091e-Galor Concrete min.3.275 ks0 1.1? 1318' DURASEAL, DURASEAL, (iSES.S.) UnT.Suthem Stud CMUmeSTMCsO) T 1.1 SUPERSPACER SUPERSPACER_ I OR CARDINAL OR CARDINAL XL EDGE id XL EDGE f i NO � �1'NOM. 118'ANNEALEDOR_ 3116•ANNEALED OR 1/4'ANNEALEO OR TEMPERED GLASS �. TEMPERED GLASS TEMPERED GLASS i EXTERIOR 'a'' GLASS —BITE TYP. 6/8°AIRSPACE 1/2'AIRSPACE 1/2'AIR SPACE GE-7700 OR DOW-791 SILICONE 1/6'ANNEALED OR 3/18'ANNEALED OR_ 1/4'ANNEALED OR aTEMPERED GLASS ) TEMPERED GLASS TEMPERED GLASS I �(�I DURASEAL, V DURASIEA-. DURASEAL, UPERSPACER SUPERSPACER OR CXL EDhGE SOR CXLEDGE UPERSPACER SOR XLEDGE o IIJI i GLAZING TYPES TYP.GLAZING DETAIL PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA.ANC) tli�L..`•` $VINYL FIXED WINDOW FPA(NON-IMPACT) g 12/13/14 i VISIBLE LIGHT FORMULAS / wmTH:eucxwlDTH-4•sne• GLASS/ANCHORS OPTIONS a°'° J50SOWSKI ="u' b!/•1IS HEIGHT:BUCK HEIGHT-4-VIG* HUT VISIBLE LIGHT WIDTH OR HEIGHT 6$ IALSO REFERRED TO AS DAYLIGHT CERT.OF AUTH.rN9288 r ,`•:��.1�,�•''i ` OPENING)IS MEASURED FROM 1070 TECHNOLOGY DRIVE BEADING TO BEADING N.VENICE,FL 34275(941}480-1600 e PW-5420 NTS 20F4 S E FPA-5420.0 ZI ALYNN MILLER PE. PAi I EDGE DISTANCE- -•^--y �\ 1 _ INSTALLE SHOWN EMBEDMENT THROUGHIX �" EMBEDMENT .••� `\\,, —"1 1 —�-EMBEDMENT SUCKSTRIP ,i r EDGE SH '_ �`-- SHOWN EDGE SHOWN INSTaII.ED DISTANCE DISTANCE ` l—'- -- THROUGH 1X j i i 1 BUCKSTRIP j / I I U,B§T d0� \\-7,B-THICKI.G. 0' J • FLANGE EXTERIOR j �7/8•THICK I.G FRAME I �I'1( EQUAL- SHOWN V _ �— ILEGMOX 1 L BUCK WIDTH FRAME SHOWN HORIZONTAL SECTION A-A i E BUCK - HEIGM I I r I SHOWN INSTALLARCNINOTES: INSTALLED i �^ DIRECTLY TO I U 115EE SHEET FOR SPAGNO REQUIREMENTS. METAL 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. SUBSTRATE ' �� 3)MAX.SHIM THICKNESS TO BE 1/9•. � r 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN I•THIC!(I I.G. 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. EXTERIOR d0 LJ� FLANGE \Y 1 FRAME EXTERIOR SHOWN Il SHOWN �j I EQUAL- INSTALLED LEGBOX ( DIREC7LYTO I FRAME SUBSTRATE EMBEDMENT VINYL FIXED WINDOW FPA(NON-IMPACT) 12113114 ;u FLANGE&EQUAL-LEGIBOX FRAMES 3�^J ROSOWSKI '�'•� " r'•..J-- ASS j• - _ - EDGE DISTANCE CERT.OF AUTH,M296 VERTICAL SECTION B-B 107D TECHNOLOGY DRIVE % ig N.VENICE.FL 34276 - I y A.LYNN AMIXER.PE (941)460-1600 z FPW-5420 - NTS 2 30F4 FPA•5420.0 i PEAymos l L SHOWN INSTALLED SHOWN THROUGH EMBEDMENT SHOWN INSTALLED EDGE DISTANCE ,.I E INSTALLED THROUGH ORAL FIN EMBEDMENT THE THE FRAME INTEGRAL FIN JICHANNEL EDGE DISTANCE "Ou", FRAS EDGE SHOWNDISTANCE EMSEDIM J.CHANNE FIN E 718'THICKIG, FRAM FRAME -—L- --fic-5 SHOWN SHOWN III*THICK I.G. L EXT""O" BUCK WIDTH HORIZONTAL SECTION C-C INSTALLATION NMa' SUCK 1)SEE SHEET i FOR SPACING 3 HEIGHT I REOUIREMENTS. 7= 2)SEE TABLES)ON SHEET 2 FOR ANCHORAGE 31 THICKNESS TO BE lfr- MAX SHPA 4)GLASS SHOWN Is FOR ILLUSTRAT"VE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENT 51 FIN ANWOR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPOS. —I-THICKIG. —,-&, -- — D U INTEGRAL FIN FRAMFRAME 0 EXTERIOR BN EXTERIOR SHOWN EXTERIOR <�3 SHOWN INSTALLATION THROUGH INSTALLATION THROUGH THE i INSTALLED THE FRAME,INTO METAL ITL�] THROUGH INTEGRAL FW,INTO METAL THE FRAME U5; LJL 12/W4 INTEGRAL FIN VINYL FIXED WINDOW FPA(NON-IMPACT) FRAME _N_ INTEGRAL F FRAM J RO.OWSK, SHOWN EMBEDMENT J-CI-IANNEL&INTEGRAL FIN FRAMES SOWSKI EDGE DISTANCE 1470 rVE TECHNOLOGY OR PW 200 0 TS 0 .14 VERTICAL�§E_qTlOfA D-D N.VENICF—FL 34275 .5 A,LYNN MILLER P.E. .1 , PJEI'WFDS -1800 PW-5420 Jt NTS li 40F4 X� F A 420.0 .(941�480 R V,t - City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: (� _ G�v�Ce.,l� Date Received: ��Z /E Site: &`-z 3 & 1--ncglo s�� Permit Type: DDO lO 7 ZZ)I- ?1 )S Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ SAP s�� This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer— Examiner Date Co ctor an rliomeowner (R quired when comments are present)