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HomeMy WebLinkAbout18-20035 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20035 BUILDING PERMIT PERMIT INFORMATION - =LOCATION INFORMATION : Permit Number: 20035 Address: 38641 12TH 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-04000-0110 Improv. Cost: 5,800.00 OWNER INFORMATION Date Issued: 7/30/2018 Name: NOONAN VICKIE & CONLEY HAROLD G Total Fees: 105.00 Address: 38641 12TH AVE Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542 Date Paid: 7/30/2018 Phone: 727-418-8099 Work Desc: REPLACE 8 WINDOW S/S CONTRACTORS APPLICATION FEES MORGAN EXTERIORS INC BUILDING FEE 105.00 ^� 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. ONTRA TOR SIGMA E PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - B HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 o City of Zephyrhills Permit Application Fax813780-0021 Building Department (t^� Date Received Phone Contact for Perm1 'ng l V I — 1 1 1 1 1 1 1 1 1 1 1 1 Owners Name p j�� V l Owner Phone Number 1-7--7— 'A r Owner's Address b 1 �1 ,+l/5:Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address _J� JOBADDRESS rf�7lFL/`t I I` III I. i✓ ty`� (1 LOT# ff�� SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK lRokar-1 BUILDING SIZE SO FOOTAGE= HEIGHT =BUILDING $�� Q'1 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ V AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ � q0",aJC� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER iY� i` FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO �V BUILDER L%`%�`' !/ r SCEIMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N 1 Address Licensdl CIRC,0',570l1�! 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 Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN LY/N Address License# I I I III I I I III I I I I I I I I I I t l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 subdivisionsf arge 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. (AIC upgrades over$7500) Agent(far the contractor)or Power of Aftomey(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 DEEb 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 CONTRACTOR lV� subscribed and swom to(or affirmed)before me this sc j a sw to or affirmed)before me this `' by L by hid AtO.N ep .�G•/'.�L. Who is/are personally known to me or hasthave produced Wh is/a per ona ly k wn to me or hasihave produced as identification. as identification. Notary Public Aea Notary Public Commission No. Commi ion o. Name of Notary typed,printed or stamped Name of Notary ty i E ista� fission#FF 150422 ., P Expires December 12,2018 ��t°�`� Bonded Thru Troy Foin Ineuranco 600.395.7019 813-780-0020 City of Zephyrhills Permit Application Fax-81378G-0021 Building Department Date Received Phone Contact for P ing l� 1 1 1 1 1 1 1 1 1ermr 1 1 1 Owners Name v 1 Owner Phone Number /" U Owner's Address ' �T�1 l�S Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �7 JOB ADDRESS A V O P L¢" hue. Zepbqrh111,5V1 II-- 35 l�y r ; LOOT# 'r SUBDIVISION PARCELID# 2Y1r�I" () 4VVO— V (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN = = DEMOLISH e INSTALL B REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL Q DESCRIPTION OF WORK R a S1 IJ BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING $� boo,©u VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. / =PLUMBING $ /84 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER tic FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO �/ BUILDER � �� � � COMPANY SIGNATURE REGISTERED Y/N FEE CURREN 1 7 TN_ Address Licens CRC,00157a ),q- ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N 'Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# III I I I I I I I I I I I t l l t l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 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 wl Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$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(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW Plan Review . . Windows & Doors 1). Need manufacturing installation specifications: . . 2) Must-meet sections R308 and R612 of the 2017 F:B.C: 3), If windows are to be installed.inside:the historical district;they.will need to be approved by the historical committee. - 4 p g,No other work shall be ermitted frarnin lumbin and..mechanica1) unless otherwise p g, . specified. .. - 5) This is:for replacement ,(glass for glass) only. If you.wish to change from screen.or vinyl w.iridow's to glass; then additional information is required.:. 6) All windows to ..wall connections shall be left.visible for. inspection. 7) All fabelih and stickers-shall remain:on.windows.until.firia.l insp.ection: 8). .No work shall start without permit first.. :. CONLEY HAROLD, NOONAN VICKIE A 38641 12T"AVE ZEPHYRILLS FL, 33542 1) 36 X 37 3/8 SH 2) 25%.X25SH 3) 73 X 37%SLIDER 4) 26 X 25 SH 5) 36 1/8 X 37 3/8 SH 6) 36 X 37 3/8 SH 7) 110 X 617/8 31-S 8) 73 X 37%SLIDER 1 10 I 1 10 16 9 �1 9 9 9 ';) 9 13 22 29 20 [ 20 20 22 i 2 2 24 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF.ZEPHYRHILLS ORDINANCES REVIEW DATE � ,;�� --'J' CITY OF ZEPH R II � PLAN EXAMINE} /' PRODUCT APPROVAL SUBMITTAL FORM MORGAN EXTERIORS JOB ADDRESS 38641 12TH AVE CITY MANUFACTURER DP APPROVAL# IMPACT NON-IMPACT U.F S.H.G.0 5 SIMONTON 50 5414.4 ✓ 0.3 0.22 2 SIMONTON 50 5179.3 ✓ 0.29 0.19 1 SIMONTON 25 5179.9 ✓ 0.29 0.19 Florida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDgt... uNM - ' ®:' ® YI, ess BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge i Stats&Facts I Publications 1 Contact Us BCIS Ste Map Links j Search , Florida r Icy "�" Product Approval USER:Public User 8 i'l Product Approval Menu>Product or ApDlication Search>Application List> Deta® = FL# FL5414-R21 • Application Type Revision Code Version 2017 Application Status Approved *App ed by DBPR.Approvals by DBPR shall be reviewed and ratified by OC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 3948 Townsfair Way,Suite 200 Suite 200 Columbus,OH 43219 (614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus,OH 43219 (614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suit 0 chaumbur IL 60173 Dwebmaster@aam t.org Category Subcategory Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S 2/A440 2008 Equivalence of Product Standards Certified By 1 of 4 7/17/2018, 18:39 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt.. Product Approval Method Method 1 Option A Date Submitted 06/06/2018 Date Validated 06/08/2018 Date Pending FBC Approval Date Approved 06/14/2018 Summary of Products FL# Model,Number or Name Description 5414.1 41-18 ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5414 R21 C CAC_41-18 SH 36x63 R45(ext.).pdf Approved for use outside HVHZ:Yes FL5414 R21 C CAC 41-18 SH 3606 R50(ext.).odf Impact Resistant: No FL5414 R21 C CAC 41-18 SH 44x63 R35(ext.).pdf Design Pressure: N/A FL5414 R21 C CAC 41-18 SH 44x63 R45.pdf Other:48x80(+/-25 PSF),53x71 (+/-30 PSF),44x63 FL5414 R21 C CAC 41-18 SH 4802 R40.pdf (+/-35 PSF),4802(+/-40 PSF), 36x63(+/-45 PSF),44x63 FL5414 R21 C CAC 41-18 SH 48x80 R25(ext.).pdf (+/-45 PSF),36x76(+/-50 PSF) FL5414 R21 C CAC 41-18 SH 5301 R30(ext.).pdf Quality Assurance Contract Expiration Date 09/26/2020 Installation Instructions FL5414_R21 II_IN0228 41-18 SH 2X.pdf FL5414_ R21_II_IN0285-R2 41-18 SH 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R21 AE Eva]Report-IN0285-R2-2017.Pdf Created by Independent Third Party:Yes 5414.2 41-18 ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Twin Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R21 C CAC 41-18 SH Twin 7304 R PG50.pdf Approved for use outside HVHZ:Yes FL5414 R21 C CAC 41-18 SH Twin 7304 R45(ext.).pdf Impact Resistant:No FL5414 R21 C CAC 41-18 SH Twin 89x63 R30.pdf Design Pressure: N/A FL5414 R21 C CAC 41-18 SH Twin 96x80 R25.pdf Other:96x80(+/-25 PSF),89x63(+/-30 PSF),73x74 Quality Assurance Contract Expiration Date (+/-45 PSF),73x74(+/-50 PSF) 09/27/2020 Installation Instructions FL5414 R21 II IN0230 41-18 SH T-Mulled Twin 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5414.3 41-18 ProFinish Brickmould 300,PerfeXion BM 300 Vinyl Triple Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5414 R21 C CAC 41-18 SH Triple 109x63 R35(ext.).pdf Approved for use outside HVHZ:Yes FL5414 R21 C CAC 41-18 SH Twin 10902 R PG45.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/08/2021 Other: 109x63(+/-35 PSF)or 10902(+/-45 PSF) Installation Instructions FL5414 R21 II IN0232 41-18 SH T-Mull Triple 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 414. 43-06/43-17 6060 VantagePointe,•ProFinish Builder,ProFinish Contractor, ProFinish Master,PerfeXion Contractor Vinyl Single Hung 2 of 4 7/17/2018, 18:31 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt.. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5414 R21 C CAC 43-06 SH (Fin-Finless) 36x84 1150.0f Approved for use outside HVHZ:Yes FL5414 R21 C CAC 43-06 SH (Fin-Finless)48x72 R Impact Resistant: No PG40.pdf Design Pressure: N/A FL5414 R21 C CAC 43-06 SH(Fin) 32x62'R50 (ext.).pdf Other:36x72(+/-25 PSF),48x80(+/-25 PSF),36x63(+/- FL5414 R21 C CAC 43-06 SH (Fin)36x63 R45(ext.).Ddf 45 PSF)44x63(+/-35 PSF),36x74(+/-35 PSF),53x71 FL5414 R21 C CAC 43-06 SH (Fin)36x72 R25(ext.).pdf (+/-35 PSF),48x72(+/-40 PSF),44x63(+/-45 PSF),36x84 FL5414 R21 C CAC 43-06 SH (Fin)36x74 H R35.Ddf (+/-50 PSF),36x74(+/-50 PSF),32x62(+/-50 PSF),4405 FL5414 R21 C CAC 43-06 SH (Fin) 36x74 H R50.Ddf (+/-30) FL5414 R21 C CAC 43-06 SH (Fin)44x63 H R35.pdf FL5414 R21 C CAC 43-06 SH (Fin)44x63 H R45.pdf FL5414 R21 C CAC 43-06 SH (Fin)4405 LC PG30.pdf FL5414 R21 C CAC 43-06 SH (Fin)48x80 LC25.pdf FL5414 R21 C CAC 43-06 SH (Fin)53x71 R35(ext.).pdf FL5414 R21 C CAC 43-06 SH (Finless 36x74 R50.pdf FL5414 R21 C CAC 43-17 SH (Finless)48x80 R25.pdf FL5414 R21 C CAC 43-17 to 43-06 Waiver.pdf Quality Assurance Contract Expiration Date 08/04/2020 Installation Instructions FL5414 R21 II IN0160 43-06 43-17 SH 2X.pdf FL5414 R21 II IN0242-R5 43-06 43-17 SH 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R21 AE EvalReport-IN0242-R5.Ddf Created by Independent Third Party:Yes 5414.5 43-17 ProFinish Contractor,ProFinish Master,PerfeXion Contractor Vinyl Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5414 R21 C CAC 43-17 SH 36x76 R50.pdf Approved for use outside HVHZ:Yes FL5414 R21 C CAC 43-17 SH 36x96 R PG50.odf Impact Resistant: No FL5414 R21 C CAC 43-17 SH 44x63 R35.Ddf Design Pressure: N/A FL5414 R21 C CAC 43-17 SH 44x96 R PG20.pdf Other:48x80(+/-25 PSF),44x63(+/-35 PSF), 36x76 FL5414 R21 C CAC 43-17 SH 48x80 R PG25.pdf (+/-50 PSF),36x96(+/-50 PSF),44x96(+/-20 PSF) Quality Assurance Contract Expiration Date 07/11/2021 Installation Instructions FL5414 R21 II IN0162 43-17 SH 2X.pdf FL5414 R21 II IN0244-R3 43-17 SH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5414 R21 AE Eva]Renort-IN0244-R3-2017.pdf Created by Independent Third Party: Yes 5414.6 43-17 ProFinish Contractor,ProFinish Master, PerfeXion Contractor Vinyl Twin Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5414 R21 C CAC 43-17 SH Twin 73x63 R35.1)df Approved for use outside HVHZ:Yes FL5414 R21 C CAC 43-17 SH Twin 73x74 R PG45.Ddf Impact Resistant: No FL5414 R21 C CAC 43-17 SH Twin 89x63 R30.1)df Design Pressure: N/A Quality Assurance Contract Expiration Date Other:89x63(+/-30 PSF),73x63(+/-35 PSF),7304 07/10/2021 (+/-45 PSF) Installation Instructions FL5414 R21 II IN0161 43-17 SH T-Mull Twin 2X.odf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bads Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida 6 an AA/FL-0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessiblity 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 3 of 4 7/17/2018, 18:3S Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgt... one.The emaiis provided maybe 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 iFyou area licensee under Chapter455,F.S., please click here. i Product Approval Accepts: ® RW'-I ® iChelk Credit Card Safe 4 of 4 7/17/2018, 18:39 Rom' RIN,Sa.- ENsm BY DALE: I Itrz 06/OS/2018 if N, Simonton M00 AA�IID.IEQIVFRA D NOMINAL 512E• See Size Charte Hung Series 43-06/,43-17 Vinyl Window OENS't,T�!�4i�e TURFL PE NER E 111 18201 @ 2 upOATED s PER cnN[w LEST RO�aRTs TnD. oio/t2/os `JCT t(t GGNSULTNO•INC. 1 UPOAiE ANCH News WH m/Ie/15 DESIGN PRESSURE RATING See Size Chart • NO 5ffi01 �'p: (COA 9 29779) 1239 JABARA AVE 4 ADOM SIZE TD SIZE CHMT, m/05/17 NORM PORT,EI }4288 AB CONFIGURATIONS- O '"O' :�� PH.941-}80-1574 5 AOOm S1E 1C1 9ZE gIMT m/m/IB X :9�.• STATE OF :;Ws e�'�'•P V.. •% MIN.EDGE DIST., j GENERAL DESCRIP1kON: The head and side iambs are extruded PVC.The wall thickness through �a F• O.ni ..... O�p`�, SEE NOTE 2 which the anchor screw penetrates is a minimum of 0.090". eAA4 CONCRETE INSTALLATION ANCHOR MASONRY (SEE NOTE 2) SILICONE CAULK MIN.EMBED. k (EXT.PERIMETER) SEE NOTE 2 8•� �6;� 1%WOOD BUCK INTERIOR AO SASH TRACK INSTALLATION ANCHOR. Q T WAIX SILICONE CAULK I%*. (E SEE NOTE 2 (INT.PERIMETER) CAULK l EXTERIOR I/4•MAX.SHINRIMETER) 3 SASH TRACK CONCRETE MASONRYe MAX.SHIN oi Ile MAX.SHIM (1 HEAD -fw�i'EAa wi m:a� INSTALLATION RfX+ INSTALLATION ANCHOR. EE NOTE 2 SILICONE CAULK SEE NOTE 2 9UCONE CAULK (SILL INTERIOR) (SILL EXTERIOR) MIN.EDGE OIST, 1X w0OD BUCK SEE NOTE 2 CAULK ID4CONCRETEMIN ENIMETER) MASONRY SEE NO ^ SILL �11' JAMB NOTES: 1.This Installation has heen evaluated for Ise in locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design -".a—uTE a.—mE4 in - twits for Buildings and Other Structures do not exceed the design pressure ratings here . E%T.m4a Eli.mAa 2.For anchoring to solid unc acked conkTe[e(min.compressive strength of 2000 psi),use 3/16'TT W Tapoons with 1•min.embedment and 1-1/8'min,edge distance.For anchoring to racked hollow or gra,"lled mrnaeM masonry units(conforming with strength requirements of ASTM C90,117 Pff min.density),use 3/I6'ITW Tapcons with I•min.embedment and 2- min.edge distance.A minimum center-to -ter spacing of 3-shall be maintained between all ITW Tapcom In any diredlan.For anchoring to woad(southern Pine or G-0.55 min.),use#10 Zto wood screws with 1-3/8'min.embedment and 7/8'min,edge distance. 3.All Interior and extenor penmeter surfaces of the window must be caulked. 4.Achar type,size,spacing,embedment,and edge distance shall be as specified In these drawings 5.Anchor embedment to substrate shall be beyond wall dressing or stucco.For masonry openings with wood bucks less than 1-1/2 thick,embedment shall be beyard wood butte,if used,and Into masonry substrate.Wood bucks with masonry are apu.-I. Q 6.Wood or masonry openings,bucks,and buck fasteners,by others,shall be property designed and Installed to transfer,wind leads to Me structure. 'Vr MAX.OVERALL FRAME WDTH 7.The responsiselectionrty ity far selection of Simonton products to meet a applicable lout laws,building codes,aremances,or other safety requirements rests solely with the architect,budding awrxs, centredor. 517E CHART 8.Shims are required where gaps of greater than 1/16-exist between opening and frame.Max.shim stack Is 1/4'.Shims shall be load4m aring and capable of transferring loads to the substrate. OVERALL SIZE 9.when used in areas requiring r Impart be protection,mI product requires 2 use of approval impart resistant shutters or other the protection. K7DTH HEIGHT OP RARNG 10.Sealing and flashing by others product 1,be applied using the ASTM E 2112 methodology appropriate for Me opening into which[M product Is being installed.Overall water penetration •W'H• resistance of the Installed pmdud Is not addressed in this drawing end Is the responslbllity of others. 36' 72' 11.Glazing shall comply with ASTM E 1300-04 d:25 PSF 12.All fasteners penetrating Into pressure treated wood shall be upabke of preventing corrosion due to reaction with pressure treatment cheMuLs.Any dissimilar materials thatcome Into 48' 80' contact shall be protected to prevent,reactions In accordance with code requirements. 44- 75' i70 PSF 13.A wind load duration factor Ctl=1.6 was used for the analysis of wood screws only. 44' 63' 14.Products shall be constructed as specified In test reports 50681.01-50147-rO,C3504.01-501-47-rO,C0835.01-5014710,C3505.01-SM47Y0,C0837.01-1094710,C4260.01-1094710, 36• 74• ±35 PSF C4258.01-10947-rO,C0826.01-309-47-rO,C6586.01-10947-r0,D2908.01-50147-r0 and 87729.01-501.47-rl by Architectural Testing,Inc. 53' 71• AIE - 9E' RAIN0 42 bl a E TA--I SIMONTON' a N0242 s 36• 63• Rn�tan malmmt is Ina pr�al7 m--Ion es Oct t us nNlsl: Okn°Iswnal racances . I . o noot t45 PSF nu. an proprietary ono awv ngnts to its aAjeel moth. Unless othe..�se so T.OD. 02/20A1a 44- 67• T dl- 11 11 preNaea to Ina rctlpimt an me e¢resed oY h IOUPFR I CadameAwma UfEO(ED BY.DALE: 36' B4• alum Inat it la not to De datlbeM.repreO,ced H Mlda m UN ➢e dmn,WV 26115 pat,no uaca in cmHneNan Nib the aevgn,mmufacbne m oec'vnala Mgln 36' 74- L50 PSF repot/of 9ooaa tar myme Dunn lnm smmmn Wndoxs 6CnlE: SEIFTT: APPRVO BY:OAIE: Anaal its-1.1 Olie lest,Von does not limit the x 3 a3 FIT of 1 72• 62• rmiPim"s n9hta Ia.lane mfwnlalion rnnI.,-inwI, RFA�AREA: .xx 2.01 0' M min. SDaES doammt.ni.is pr y abtd-kom another source A.} Offs u-06/43-17 9NQE HUNG IMsn ATNEx: nTIE: FlIE FL 5414.4 IX RUN INSTALLATION Florida Building Code Online https://floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtQ... ufAnn ro+ T ' o .e •q o BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I Contact Us 1 BCIS Site Map [inks Search j Florida ":Q Product Approval — USER:Public User ap x Product Approval Menu>Product or Application Search>Application List>Application Detail # tro Application Type Code Version Application Status PR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 3948 Townsfair Way,Suite 200 Suite 200 Columbus,OH 43219 (614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus,OH 43219 (614)532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg,IL 60173 (847) 303-5664 webmaster@aamanet.org Category (5Certiflcatlo Subcategory Compliance Method or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association i Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By 1 of 5 7/17/2018, 18:4� Florida Building Code Online https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtQ... Product Approval Method Method 1 Option A Date Submitted 05/07/2018 Date Validated 05/09/2018 Date Pending FBC Approval Date Approved 05/20/2018 Summary of Products FL# Model,Number or Name Description 5179.1 07-09,07-10 and 07-20 Reflections 5500,Generations,Impressions 9800,PerfeXion Platinum Vinyl 3-1-ite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C_CAC_07-09 EV 100x48 R PG45.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 07-09 EV 105x51 R PG45.1)df Impact Resistant:No FL5179 R22 C CAC_07-09 EV 136x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-09 EV 148x48 R PG30.pdf Other: 136x63 (+/-25 PSF), 148x48&84x63(+/-30 PSF), FL5179 R22 C CAC 07-09 EV 84x48 R PG55.pdf 105x51&100x48(+/-45 PSF),84x48(+/-55 PSF) FL5179 R22 C CAC 07-09 EV 84x63 R PG30.0f FL5179 R22 C CAC 07-09-10-20 and 08-09-10-20 Waiver.pdf Quality Assurance Contract Expiration Date 06/05/2022 Installation Instructions FL5179_R22 'II_IN0226-R8 07-09 07-10 07-20 EV 1X.pdf FL5179 R22 II IN0227 07-09 07-10 07-20 EV 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0226-118.pdf Created by Independent Third Party: Yes 5179.2 07-09,07-10,07-20 and 07-75 Reflections 5500,Generations,Impressions 9800,PerfeXion Platinum Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 07-09 HS 63x48 R PG55.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 07-09 HS 73x51 R PG50.pdf Impact Resistant:No FL5179 R22 C CAC_07-09 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-09-10-20 and 08-09-10-20 Other:78x63(+/-25 PSF),73x51 (+/-50 PSF), 63x48 Waiver.pdf (+/-55 PSF),78x72(+/-20 PSF),96x65(+/-20 PSF) FL5179 R22 C CAC 07-75 HS 78x72 R PG20.pdf FL5179 R22 C CAC 07-75 HS 96x65 R PG20.pdf FL5179 R22 C CAC ACP-05 SIM 07-75 DH HS PW frame 07-09.pdf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions FL5179_R22 II IN0137 07-09 07-10 07-20 SL 2X.pdf FL5179 R22 II IN0259-R9 07-09 07-10 07-20 07-75 SL 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0259-R9.1)df Created by Independent Third Party:Yes C513 07-75 6500 VantagePointe,5500 Reflections Vinyl 2�Lite Horizontal Slider of se Certification Agency Certificate ed for use in HVHZ: No FL5179 R22 C CAC 07-75 HS 63x48 R PG55.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 07-75 HS 72x48 R PG45.pdf Impact Resistant: No FL5179 R22 C CAC 07-75 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-75 HS 78x63 R PG40.pdf Other:78x63(+/-25 PSF),78x63(+/-40 PSF),72x48 Quality Assurance Contract Expiration Date (+/-45 PSF),63x48(+/-55 PSF) 10/15/2022 2 of 5 7/17/2018, 18:44 Florida Building Code Online https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtQ.. Installation Instructions FL5179 R22 II IN0224-117 75-75 SL 1X.odf FL5179 R22 II IN0225 07-75 SL 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0224-R7.pdf Created by Independent Third Party:Yes 5179.4 07-75 6500 VantagePointe,5500 Reflections Vinyl 3-1-ite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 07-75 EV 100x48 R PG45.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 07-75 EV 110x63 R PG40.pdf Impact Resistant:No FL5179 R22 C CAC 07-75 EV 136x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-75 EV 84x48 R PG55.pdf Other: 136x63(+/-25 PSF),84x63(+/-30 PSF), 110x63 FL5179 R22 C CAC 07-75 EV 84x63 R PG30.pdf (+/-40 PSF), 100x48(+/-45 PSF),84x48(+/-55 PSF) Quality Assurance Contract Expiration Date 10/15/2022 Installation Instructions FL5179 R22 II IN0144-R10 75-75 EV 1X.odf FL5179 R22 II IN0145 07-75 EV 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0144-R10.odf Created by Independent Third Party:Yes 5179.5 41-18 Profinish BrickMould 300,PerfeXion BM 300 Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 41-18 HS 73x63 R30.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/12/2021 Design Pressure: +30/-30 Installation Instructions Other:73x63 FL5179 R22 II IN0234 41-18 SL 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.6 42-19 Profinish Brickmould 600,PerfeXion BM 600 Vinyl 2-Cite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 42-19 HS 60x52 R PG45(ext.).pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 42-19 HS 69x65 R PG25(ext.).odf Impact Resistant: No FL5179 R22 C CAC 42-19 HS 72x36 R PG40(ext.).pdf Design Pressure: N/A FL5179 R22 C CAC 42-19 HS 72x54 R PG30(ext.).pdf Other:78x63&69x65(+/-25 PSF),72x54(+/-30 PSF), FL5179 R22 C CAC 42-19 HS 78x63 R PG25(ext.).pdf 72x36(+/-40 PSF),60x52(+/-45 PSF) Quality Assurance Contract Expiration Date 10/26/2019 Installation Instructions FL5179 R22 II IN0152 42-19 SL 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.7 42-19 Profinish Brickmould 600,PerfeXion BM 600 Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 42-19 EV 84x36 R PG40(ext.).pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/07/2019 Design Pressure: +40/-40 Installation Instructions Other:84x36 FL5179 R22 II IN0153 42-19 EV 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 3 of 5 7/17/2018, 18:44 Florida Building Code Online https://floridabuilding.org/pr/pi_app_dtl.aspx?param=WGEVXQWtDgtQ... Created by Independent Third Party: 5179.8 43-06 and 43-17 6060 VantagePointe,Profinish Builder,Pro Finish Contractor, ProFinish Master,PerfeXion Contracor,PerfeXion Builder Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-06 HS 72x63 R30.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-06 HS(Finless)72x63 R PG30.pdf Impact Resistant: No FL5179 R22 C CAC 43-06 HS 72x48 R35(ext.).pdf Design Pressure: N/A FL5179 R22 C CAC 43-06 HS 72x72 R20(ext.).pdf Other:72x63(+/-30 PSF),72x48(+/-35 PSF),72x72(+/- FL5179 R22 C CAC 43-17 HS 72x72 R PG20.pdf 20 PSF) FL5179 R22 C CAC 43-17 to 43-06 Waiver.odf Quality Assurance Contract Expiration Date 03/08/2021 Installation Instructions FL5179 R22 II IN0142 43-06 43-17 SL 2X.odf FL5179 R22 II IN0260-R6 43-06 SL 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0260-R6.pdf Created by Independent Third Party:Yes 5179.9 43-06 and 43-17 6060 VantagePointe,Profinish Builder,ProFinish Contractor, ProFinish Master,PerfeXion Contractor,PerfeXion Builder Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 43-06 EV(Finless)96x63 R PG30.1)df Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-06 EV 96x63 R PG30(ext.).pdf Impact Resistant: No FL5179 R22 C CAC 43-17 to 43-06 Waiver.pdf Design Pressure: +30/-30 Quality Assurance Contract Expiration Date Other:96x63 09/07/2019 Installation Instructions FL5179 R22 II IN0170 43-06 43-17 EV 2X.pdf FL5179 R22 II IN0269-R6 43-06 EV 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0269-R6,pdf Created by Independent Third Party:Yes 5179.10 43-17 Profinish Contractor,PerfeXion Contractor Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-17 HS 72x48 R35.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-17 HS 72x63 R30(ext).pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 08/02/2020 Other:72x63(+/-30 PSF),72x48(+/-35 PSF) Installation Instructions FL5179 R22 II IN0141 43-17 SL 2X.pdf FL5179 R22 II IN0262-R6 43-17 SL 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0262-R6.pdf Created by Independent Third Party: Yes 5179.11 43-35 and 43-40 Reflections 5050,6100 VantagePointe,Asure;PerfeXion Gold, PerfeXion Silver Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-35 HS 72x36 R35(ext.).pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-35 HS 72x54 R PG30.pdf Impact Resistant: No FL5179 R22 C CAC 43-35 HS 78x63 R PG25.odf Design Pressure: N/A FL5179 R22 C CAC 43-40 HS 69x65 R25.1)df Other:69x65(+/-25 PSF),78x63(+/-25 PSF), 72x54 FL5179 R22 C CAC 43-40 HS 72x36 HS R40.pdf (+/-30 PSF),72x36(+/-35 PSF),72x36(+/-40) FL5179 R22 C CAC 43-40 HS 72x54 R PG30.pdf FL5179 R22 C CAC 43-40 HS 78x63 R-PG25pdf Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5179 R22 II IN0138-R8 43-35 43-40 SL 1X.odf 4 of 5 7/17/2018, 18:44 Florida Building Code Online https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtQ... FL5179 R22 II IN0139-R13 43-35 43-40 SL 2X.Ddf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE Eva]Report-IN0138-R8.odf Created by Independent Third Party:Yes 5179.12 43-35 and 43-40 Reflections 5050,6100 VantagePointe,Asure,PerfeXion Gold, PerfeXion Silver Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-35 EV 8406 R35(ext.).odf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-40 EV 8406 R-PG40.1)df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/23/2021 Other:8406(+/-35 PSF),8406(+/-40 PSF) Installation Instructions FL5179 R22 II IN0146-R8 43-35 43-40 EV 1X.odf FL5179 R22 II IN0147 43-35 43-40 EV 2X.Ddf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0146-118.1)df Created by Independent Third Party:Yes Bads 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 1f 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: Wt- W� i�luxk Credit Card Safe 5 of 5 7/17/2018, 18:44 -7 RENSIONS ENSED BY oAm MODEL DESIGNAT;ON• Simonton Horizontal Slider Serie9 75-75 07-09 07-10 07-20 .sst pNO RE W xL/ / / / rtG I u A ze noTE p TDD. aT/Is/lo 11/27/2017 07-75/75-09 Vinyl Window ``j :y�GENSF•.;Qy%.� LU R PE yRNER P.E. u s s P N w AN A Too. tn/as/u ctnl� 4 NOTES 15 a 1fi MAXIMUM OVERALL NOMINAL SIZE- See Size Chart No 58201 ;'P TURNER ENGINEERING& 5 UPDATED SIZES PER NEW IEsIR14 TMM. 0/19/14 CONSULTINi.INC 6 ADDED NN.EDGE 06T.NOTE BJ.S a6/19/IS DESIGN PRESSURE RATING- See Size Char[ } = (COA p 29778) • 9 STATE OF ,•�� 1239 JABARA AVE ] OIART NIIL a O. It/27/1) USABLE CONFIGURATIONS: XX :0., AD NORM PORE,FL 362e8 GENERAL DESCRIPTION- The head, sill, and side amps are extruded PVC. The wall thickness - ✓'2.a, PH.941-380-1574 RIP through which the anchor screw penetrates is a minimum of 0.070". AYJsjoNA111%, 1 SUBSTRATES BY OTHERS SILICONE CAULK SEE NOTES 15&16 Q x 1 ?� SIUCONE CAULK 0 ,n ui SEE NOTES 15&16 1/4"MAX.SHIM JJJ MIN.EMBED. HEAD SEE TABLE 1,SHEET 2 X X 1 o SUBSTRATES BY OTHERS SILICONE CAULK SEE NOTES 15&16 INSTALLATION FASTENERS 1/4 MAX SHIN SEE TABLE 1,SHEET 2 j 1 j MIN.EDGE SEE TABLE 1,SHEE SHEET 2 1/4'MAX.SHIN � SILICONE CAULK SNCONE CAULK I SUCONE CAUL( SEE NOTES 15&16 SEE NOTES 15&16 SEE NOTES 15&16 Q 1 JAMB "W'MAX.OVERALL FRAME WIDTH SUBSTRATES BY OTHERS SILL SIZE CHART OVERISIZEO.C. SPACINGOP RATING 78" 18" t25 PSF AIFAIAI: 9ZL MMNa N4: EV. 78" 12" t40 PSF sFlNISH: o�mm:Iona Taunn«a gpSIMONTON" B IN0224 7 smantm Nntlo"a, hirA y oRAW.N 1Y. OAIE72" 10" ±45 PSF retama a Papnabry pna nmr ngnts to ib s,mpct mane. Ns Idea ' " p p " LO.D. a/]9/091 CpdsmcA.»mp6]' to' ±55 PSF anlm Net rt is na1 to ee esawee,reProemetl H.naa Pemd.vrA Wv:fifi3 �6C��` palcpa�r�lce4 b epnJlnehen�iM tM1e tlaYgm,manulacWre er N 0<evnas Mglo r gpoaa Ia anSme aber than sI mtpn Wnap"s SCALE: EET: AFPRVO BY:OAIE: wlThepl Its eanaml. Vila rnlntllpn apes not lent Ne AREA: t.%z.03 FlT 1 al] RFACE _ reeipiml'a rigM1b Ip uNrie nformatim cpnlainea h IM1is .%% .01 O' 30 min. SPATES a -la tlocumenl•hiM is Pppp1Y a0taine4 Nam mpmer source SH ENT: %%%t.ODS a]-]5/75-09/]5-la/]5-20$IDER n E FILER 5179.2 1%BUIX 0l5TA11.1nIXH �' pEwgONS REwSm Bx DAIE MODEL DESIGNATION: Simonton Horizontal Slider Series 07-75/07-09 /07-10/07-20/ ,111Qtj0REW �x x� u DA D N s, Pop,AND 11/27/2017 TOO. 6/10 75-09 Vinyl Winder :a' .GENS''G'P' LUCAS A.TURNER,P.E. 4 No s o A isP N w c AN T.D.D.FL ar/I12/os/I1 e y'/ is P MAXIMUM OVERALL NOMINAL SIZE: See Size Chart �.Ji No SB201 .,111pL TUR ERENGmEERING Y 5 UPDAITTI 9ZE5 PEN NEW IESTwG TDD. 0.T/19/14 � CONSULTING,INC.}� e AcoEo Nw.mcE Om.NarE R.IS O6/19/15 DESIGN PRESSURE RATING- See Size Chart }� } _ (COA g 29779) uLM RA s a o 1239 JARARA AVE ) 92E CHART. �'P STATE OF 114 NOR USABLE CONFIGURATIONS, %% %O•. �� M PORT,FL 34288 PH.941-380-1574 GENERAL DESCRIPTION: The head,sill, and side jambs are extruded PVC. The wall thickness 'KCS•�.4•(OR T..... ,C through which the anchor screw penetrates is a minimum of 0.070". /%YS//oNA11 E?111 TABLE 1:INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED pIR7E A I CONCRETE 2 KSI MIN.) 3/18•ITW TAPCON 1-1/2• 1-1/8• B 117 PCF MIN. U-ILL MU 3/16.11W TAPCON 1• 2• C C r U M N I W 3/11-1TW TAPCON 1-3/8• 7/8- D 2G%'-Q 5 U N N W 110 WOOD SCREW 1-3/8• 7/8• E le NGLE 0.060 MIN.STEEL 10-i6 ITW TEKS FULL THREAD 1/2' D J3K I YIELD MIN SELF-DRILLMC SCREW F I B ALUM.6063-TS MIN.OR 10 GRADE 5 S -APPING NLL THREAD 1/2• 1 8•STEEL 36 Ksl MIN. DRILLING SCREW NOTES: 1.This Installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2.All interior and exterior perimeter surfaces of the window must be caulked. 3.Anchor type,size,spacing,embedment,and edge distance shall be as specified in these drawings.Use appropriate anchorage from Table 1 according to substrate type.A minimum center-t—terspaang cf3' shall be maintained between all ITW Tepcons in any direction. 4.Anchor embedment to substrate shall be beyond wall dressing or stucco.For masonry openings with wood bucks less than 1-i/L'thick,embedment shall be beyond wood bucks,If used,and into masonry substrate.Wood bucks with masonry are optional. 5.Wood or masonry openings.bucks,and buck fasteners,by others,shall be property designed and installed to transfer wind loads to the structure. 6.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,orother safety requirements rests solely with the architect building owner,or contractor. 7.Shims are required where gaps of greater than 1/16'exist between opening and frame.Max.shim stack is 1/4•.Shlms stall be load-bearing and capable of transferring bads to the substrate. 8.When used in areas requiring Impact protection,this product REQUIRES the use of approved Impact resistant shutters or other external protection. 9.Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product is being installed.Overall water penebea5on resistance of the installed product Is not addressed In this drawing and Is the responsibility of others. 10.Glazing shall comply with ASTM E 1300. 11.All fasteners penetrating Into Pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals.Any dissimilar materials that come Into contact shall be protected to prevent reactions in accordance with code requirements. - 12.A wind load duration factor Cd=1.6 was used for the analysis of woad screws orgy. 13.Products shall be constructed as specified in lest reports ATI-D2299,01-50147.ATI432300.01501-47-rt and ATI-02303.01-501-47-A. 14.Designation'X'and•0'stand for the following X:Operable Panel 0:Fixed Panel 15.Use 100%pure silicone caulk compliant with AAMA 808 Section 5-Sealant Specifications for use with Architectural Fenestration Products.Make sure sudaces are completelyfree from all rid caulk,damaged wood,wood fibers,grease,oil dirt,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommended,but not required.Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied.For mom details visit Simonton.com. 16.Caulk application:recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F.Insure all contact surfaces are dean and dry including the new windaw(s).Use a backer rod on all joints>3/4•deep and/or wider than 1/4'.Finished caulk joint should be a minimum of 318•deep and make full contact with both the new window and structural opening surfaces.Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. AIFNIAL: 9ZE MwNG Ra: Ev. B�+oaiR erA Nmr SIMONTON' B IN0224 7 mia Eee+mml la Ina P ol,er s.-I.w ee.a..n'ap, s motet 0lmmabndl rde.ncea . c . o e w a oRArm er. OA .leas a1 p.Priemry edd—'—1e Aa s mraa mdua, udoa Dua...aa seamsad TOD. a/zs/Da mia dawmanl 11 P--m 1ne—Picot en ma—.—A ox K 1ENPue I eea>ameA.�e dium In .raP.wead ti.hda Pmnaaeo.wv]hals ��er.ogle pml,nm aced 1lna..Pnetron.iuvtna deign,mmiutecWre ar N Oee'vnvla Anglo 5CA1E: EET: APPRVD BY:GATE' rwdr dt gcvda ter anyme dlhef than simdnldn wnm.s nheut Its cdncet. mica reViclidn d«s not IiMI the x t 03 FIT 2 of 2 RFA'AREA: SmIES 0eplent ate.allopruMNize mtarmalim cdnldined n Ihia ,%x}.Ot 0' M min, min ep Y eelanM Nmn m,dlher awv¢ INEA14F11T ,xxx t.005 0]—]5/75-09/75-10/75-20 SIIDDR n e nLE:R 5179.2 Ix aua wsrAu.Anan Florida Building Code Online https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtQ... I i • • • / ssi/ • e i iati/ BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications Contact Us I BCIS Site Map Links I Search ? blodda r I"Id Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Aoolication List Detal FL# FL5179-R22 Application Type Revision Code Version 2017 Application Status Approved *Approve y DBPR.Approvals by DBPR shall be reviewed and ratified by the PO nd/or the Commission if necessary. Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 3948 Townsfair Way,Suite 200 Suite 200 Columbus,OH 43219 (614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus,OH 43219 (614)532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg;,IL 60173 (847)303-566 EHorizontal aa, anet.org i Category Subcategory liderCompliance Method Mark or Listing i Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By 1 of 5 7/17/2018, 18:44 Florida Building Code Online https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtQ... Product Approval Method Method 1 Option A Date Submitted 05/07/2018 Date Validated 05/09/2018 Date Pending FBC Approval Date Approved 05/20/2018 Summary of Products FL# Model,Number or Name Description 5179.1 07-09,07-10 and 07-20 Reflections 5500,Generations,Impressions 9800, PerfeXion Platinum Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC_07-09 EV 100x48 R PG45.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 07-09 EV 105x51 R PG45.pdf Impact Resistant: No FL5179 R22 C CAC 07-09 EV 136x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-09 EV 148x48 R PG30.pdf Other: 136x63(+/-25 PSF), 148x48&84x63(+/-30 PSF), FL5179 R22 C CAC 07-09 EV 84x48 R PG55.pdf 105x51 &100x48(+/-45 PSF),84x48(+/-55 PSF) FL5179 R22 C CAC 07-09 EV 84x63 R PG30.vdf FL5179 R22 C CAC 07-09-10-20 and 08-09-10-20 Waiver.pdf Quality Assurance Contract Expiration Date 06/05/2022 Installation Instructions FL5179 R22 II IN0226-R8 07-09 07-10 07-20 EV 1X.pdf FL5179 R22 II_IN0227 07-09 07-10 07-20 EV 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0226-R8.pdf Created by Independent Third Party:Yes 5179.2 07-09,07-10,07-20 and 07-75 Reflections 5500,Generations,Impressions 9800, PerfeXion Platinum Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 07-09 HS 63x48 R PG55.1)df Approved for use outside HVHZ:Yes FL5179 R22 C CAC 07-09 HS 73x51 R PG50.pdf Impact Resistant: No FL5179 R22 C CAC 07-09 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-09-10-20 and 08-09-10-20 Other:78x63(+/-25 PSF),73x51 (+/-50 PSF),63x48 Waiver.pdf (+/-55 PSF),78x72(+/-20 PSF),96x65(+/-20 PSF) FL5179 R22 C CAC 07-75 HS 78x72 R PG20.1)df FL5179 R22 C CAC 07-75 HS 96x65 R PG20.pdf FL5179 R22 C CAC ACP-05 SIM 07-75 DH HS PW frame 07-09.pdf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions FL5179_R22_ II IN0137 07-09 07-10 07-20 SL 2X.pdf FL5179 R22 II IN0259-R9 07-09 07-10 07-20 07-75 SL 1X.odf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0259-R9.pdf Created by Independent Third Party: Yes 5179.3 07-75 6500 VantagePointe,5500 Reflections Vinyl 2-Lite Horizontal Slider ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 07-75 HS 63x48 R PG55.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 07-75 HS 72x48 R PG45.pdf Impact Resistant: No FL5179 R22 C CAC 07-75 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-75 HS 78x63 R PG40.pdf Other:78x63(+/-25 PSF),78x63(+/-40 PSF),72x48 Quality Assurance Contract Expiration Date (+/-45 PSF),63x48(+/-55 PSF) 10/15/2022 of 5 7/17/2018, 18:44 Florida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtQ... Installation Instructions FL5179 R22 II IN0224-R7 75-75 SL 1X.pdf FL5179 R22 II IN0225 07-75 SL 2X.Ddf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0224-R7.pdf Created by Independent Third Party:Yes 5179.4 07-75 6500 VantagePointe,5500 Reflections Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 07-75 EV 100x48 R PG45.odf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 07-75 EV 110x63 R PG40.Ddf Impact Resistant:No FL5179 R22 C CAC 07-75 EV 136x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 07-75 EV 8408 R PG55.pdf Other: 136x63(+/-25 PSF),84x63(+/-30 PSF), 110x63 FL5179 R22 C CAC 07-75 EV 84x63 R PG30.ndf (+/-40 PSF), 100x48(+/-45 PSF),8408(+/-55 PSF) Quality Assurance Contract Expiration Date 10/15/2022 Installation Instructions FL5179 R22 II IN0144-R10 75-75 EV 1X.pdf FL5179 R22 II IN0145 07-75 EV 2X.Ddf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0144-R10.Ddf Created by Independent Third Party:Yes 5179.5 41-18 Profinish BrickMould 300,PerfeXion BM 300 Vinyl 2-1-ite' Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 41-18 HS 73x63 R30.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/12/2021 Design Pressure: +30/-30 Installation Instructions Other:73x63 FL5179 R22 II IN0234 41-18 SL 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.6 42-19 Profinish BrckMould 600,PerfeXion BM 600 Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 42-19 HS 60x52 R PG45(ext.).pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 42-19 HS 69x65 R PG25(ext.).odf Impact Resistant: No FL5179 R22 C CAC 42-19 HS 72x36 R PG40(ext.).odf Design Pressure: N/A FL5179 R22 C CAC 42-19 HS 72x54 R PG30(ext.).pdf Other:78x63&69x65(+/-25 PSF),72x54(+/-30 PSF), FL5179 R22 C CAC 42-19 HS 78x63 R PG25(ext.).pdf 72x36(+/-40 PSF), 60x52(+/-45 PSF) Quality Assurance Contract Expiration Date 10/26/2019 Installation Instructions FL5179 R22 II IN0152 42-19 SL 2X.Ddf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.7 42-19 Profinish Brickmould 600,PerfeXion BM 600 Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 42-19 EV 84x36 R PG40 (ext.).pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/07/2019 Design Pressure: +40/-40 Installation Instructions Other:84x36 FL5179 R22 II IN0153 42-19 EV 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 3 of 5 7/17/2018, 18:44 Florida Building Code Online https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQ... Created by Independent Third Party: 5179.8 43-06 and 43-17 6060 VantagePointe,Profinish Builder,ProFinish Contractor, ProFinish Master,PerfeXion Contracor,PerfeXion Builder Vinyl 2-1-ite Horizontal Slider Limits of Use Certification Agency Certificate I Approved for use in HVHZ:No FL5179 R22 C CAC 43-06 HS 72x63 R30.pdf I Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-06 HS(Finless)72x63 R PG30.1)df IIII Impact Resistant: No FL5179 R22 C CAC 43-06 HS 72x48 R35(ext.).Pdf Design Pressure: N/A FL5179 R22 C CAC 43-06 HS 7202 R20(ext.).pdf Other:72x63(+/-30 PSF),72x48(+/-35 PSF),7202(+/- FL5179 R22 C CAC 43-17 HS 72x72 R PG20.1)df 20 PSF) FL5179 R22 C CAC 43-17 to 43-06 Waiver.pdf Quality Assurance Contract Expiration Date 03/08/2021 Installation Instructions FL5179 R22 II IN0142 43-06 43-17 SL 2X.pdf FL5179 R22 II IN0260-R6 43-06 SL 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0260-R6.pdf Created by Independent Third Party: Yes 5179.9 43-06 and 43-17 6060 VantagePointe,Profinish Builder,ProFinish Contractor, ProFinish Master,PerfeXion Contractor,PerfeXion Builder Vinyl 3-1-ite Endvent Slider Lim. s of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 43-06 EV(Finless)96x63 R PG30.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-06 EV 96x63 R PG30(ext.).odf Impact Resistant: No FL5179 R22 C CAC 43-17 to 43-06 Waiver.pdf Design Pressure: +30/-30 Quality Assurance Contract Expiration Date Other:96x63 09/07/2019 Installation Instructions FL5179 R22 II IN0170 43-06 43-17 EV 2X.pdf FL5179 R22 II IN0269-R6 43-06 EV 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0269-R6.pdf Created by Independent Third Party:Yes 5179.10 43-17 Profinish Contractor,PerfeXion Contractor Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R22 C CAC 43-17 HS 72x48 R35.pdf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-17 HS 72x63 R30(ext).pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 08/02/2020 Other:72x63(+/-30 PSF),72x48(+/-35 PSF) Installation Instructions FL5179 R22 II IN0141 43-17 SL 2X.pdf FL5179 R22 II IN0262-R6 43-17 SL 1X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReport-IN0262-R6.1)df Created by Independent Third Party:Yes 5179.11 43-35 and 43-40 Reflections 5050,6100 VantagePointe,Asure,,PerfeXion Gold, PerfeXion Silver Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 43-35 HS 72x36 R35(ext.).odf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-35 HS 72x54 R PG30.pdf Impact Resistant:No FL5179 R22 C CAC 43-35 HS 78x63 R PG25.pdf Design Pressure: N/A FL5179 R22 C CAC 43-40 HS 69x65 R25.pdf Other:69x65(+/-25 PSF),78x63(+/-25 PSF),72x54 FL5179 R22 C CAC 43-40 HS 7206 HS R40.pdf (+/-30 PSF),72x36 (+/-35 PSF),72x36(+/-40) FL5179 R22 C CAC 43-40 HS 72x54 R PG30.pdf FL5179 R22 C CAC 43-40 HS 78x63 R-PG25.pdf Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5179 R22 II IN0138-118 43-35 43-40 SL 1X.pdf 4 of 5 7/17/2018, 18:44 Florida Building Code Online https://floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtQ... FL5179 R22 II IN0139-R13 43-35 43-40 SL 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalReoort-IN0138-R8.pdf Created by Independent Third Party:Yes 5179.12 43-35 and 43-40 Reflections 5050,6100 VantagePointe,Asure,PerfeXion Gold, PerfeXion Silver Vinyl 3-Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5179 R22 C CAC 43-35 EV 84x36 R35(ext.).Ddf Approved for use outside HVHZ:Yes FL5179 R22 C CAC 43-40 EV 84x36 R-PG40.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/23/2021 Other:84x36(+/-35 PSF),8406(+/-40 PSF) Installation Instructions FL5179 R22 II IN0146-118 43-35 43-40 EV 1X.pdf FL5179 R22 II IN0147 43-35 43-40 EV 2X.Ddf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R22 AE EvalRenort-IN0146-R8.Ddf Created by Independent Third Party:Yes Bads 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 a-mad 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: -v. ® eChect M Credit Card Safe 5 of 5 7/17/2018, 18:44 tUPDAUD MODEL DESIGNATIONI • Simonton Horizontal Slider Series 43-06 Vinyl Window o Pnax,ANo TD D. a3/fa/f0 CONCRETE ASONRY s x w ae0 ❑ ToD. 12/a5/11 MA%IMUM OVERALL NOMINAL SIZE Single up to 96"x fi3 /M Is.(BY O7HERS) ER NEw IFSONC. T.OD. 03/19/f4 DESIGN PRESSURE RATING: Positive: 30.0 PSF 9LICONE CAULK m¢asr,nolc BJ.S m/1s/Is Ne ative: 30.0 PSF SEE NOTES 15&16 X WOW BUCK9 (BY OTHfAs) E9 15 h is-AAaA B❑a lax os/15/12 USABLE CONFIGURATIONS: XOX V��- ONECAULKGENERAL DESCRIPTION: The head, sill,and side jambs are extruded PVC. The wall thickness NOTES 1516 through which the anchor screw penetrates is a minimum of 0.120". AX.SHIM 1X WOOD BUCK 1 HEAD CONCRETE/MASONRY (BY OTHERS) t (BY OTHERS) SEE ONENOT CAULK SEE NOTES IS&lfi 3/16.0 TAPCON ANCHOR 1 4-MAX.SHw 1/4-MA%.SHIN PATH 1.25•MIN.ENB. f•Y,.' / INTO CONCRETE SILICONE CAULK SILICONE CAULK MIN.EDGE 015T..SEE NOTE 3 SEE NOTES 15&11 SEE NOTES 15&I6 Q 1X WOOD BUCK (BY OTHERS) 1' CONCRETE/MASONRY SIUCONE CAULK (BY OTHERS) SEE NOTES 15&16 SILL 1 JAMB p F NOTES: a1.Tlirs itcla0alidl ha4 been caaluatPL mr168 in IOUrds adhelulg m ale Florida BieNmg Code al6iae OIe HVIQ,and Wlaep¢vze rEgcelmVsas determined!byASCE 7 Mini un Desigl tmde - fwB ldngsmdouarsVurblmsdomtacmdNedesgllzema mMVhnh X2.A0 interior and re terer parameter surfaces ofhewid❑wmuc mu be d T 3.For installation where the sub buck lass than l 1T TapcontypecancremanrAws mustbe usulard the langNmlBtbesutl101ala minnom11114'ebednenloftteTW=kilo0 cormmu ya coneele dock is obtained,unless otherwise rater.Anchors slnud be a minimum of 210 from the edge doe tamale,hobw Bock CMU,reetruem bmdt. 4.Arxhmembedmenttosuhstratadalbebtyadwae d"sugorstucm.FWmaauy openings with roved busks less hen l-1rl ifiLt.embedment shall bebyvtl wood bi ks,(used,aid me masonry slbstmlo.Wood bunks wM mamgme op5.,A 5.Wood or masonry opeaM,bucks.and buck fasteners.by othea,sha0 bar property deelped and kstaled Is Iratderwsld Wide Isms mau hre. 6.The resporsiL3ty for selection of Sbnmmn product to meet any appikahk Ion mAs,hudduug trades,admances,arodwsedytDlamie is re=sidywih thealdeat hA6rgoara,or canbacmr. 7.Shimsare requiredwhre gaps of greater tlen 111E east buhveen apenng andframe.Mae.shunstacka 114'.Slmns shalbuImdBavilg artic dOmsfmkglaadsmtheslbstr�e. 6.When used in.neat mgemg appal ansecum,Ous product REWIRES Ole use of approved impact ra'smmstWes ortOwederWkvomcbn 9.Sealing alit ft."by others studd be a�ied sing the ASTM E 2112 meOmd'iagy appopute forth cyenag klm which Oe product's bag installed. OvewGepeema5ln ra'starcedBe j 1 j insaw piis rot adNessed'n ft b-4 ard'sheresposLitydoitss. 10.Gaemg shall—ply wMASTM E TOM. II.A0fwthne pembatk)gbitepressurebemedwoodshaftbempaMeofpevmtmgcaoosandonmIQamm1*lnplssuen&nentcraas.Nyoisk.Iama�iaE va mrehmt saA hap Wad mpreventr Cd=1.aaoadmlcewithmdetepluendes 12.A wad mad duration!soma CA=1.6 vas used far do eWyssdwamsaeAsaiy. Q 13.Products shell bu oonalfuded as specified a lest mperm C9035.0150147 by Ambiteemml Tast•g,I.e W T29-10 by Fme6e gh E❑9❑avMg&Testag be. 14,oesignation x and'O'slam fm0efamA2g. 96'MAX OVERALL FRAME WIDTH X:Operable PaXR O:Fused Paled 15.Use IDO%pie slicone milk canp6mtwith AAMA 808 Section 5-Sealant Spac!ration for use with Architecture!FeresBamon Prodm7s,Make sum,suaosare mtmle',dy hear hon all atlmk; damaged wand.wood 6burs,gmase,00 din,rust mad a this,mntembvvlfi.Vemum and dean opohng sudaas cw*tdy.A hilly paned sWaao is mearmnmdm,but not regmed.Claini of 0 surfaces spud be doe the same day ofwhich the silicate caulk is toapp5eQ FIXmee dela9vivl Sktuainmn Te.Cau@applirali :mossamededab and Sulfeas tempemtuesatOetineofapp5mOonaretobebetween40 and 90 degmsF.I�ae 80 tuladslrtacesae U�ualddrykldlrdegOellnv `"P{�Of2EtY fTGA. ope m9swfams.SJmmmu&cnbayaceaunintm=er gam.dtDassumfiAo.Wmbdhsurf—amto of.1wyap.6nske fid mhartwim tam OerevwkdvvaMsm oral Iron pnesscd ezpda^Yarlz gels. OVp°r•.��GENSF., .'. `�z ATEww s RAwnO xa: No 58201 'o%S I7 26 2On 8 IN0269 6 / / rota mownat i,me praetr m s:nontm wu.ae.x�a s nnlse Dimelsxna T—er— (P3IMON TON oaAxN ar. aAIE: A 1VRNER P.E. retvms a0 proprietary and omen rants m M1s aAject matter. Unless Othwise * : FL PE B 50201 Thla doormen[la pra.Tdm b the reaplenl an pre e¢�esM Y&1ENPEnt 1 CaclIImcA— TDII. aft/13ATB V'0 0: TURNER ENGINEERING Se �Dm that it b oat to Ee dwamm,repramee4 n tie spec aM Pemdvm,W V Z1H 13 �BY.OAIE P% STATE OF ,4J2 CONSULTING,INC. part,nor aced m cm}mdim wttn the d gn,mwwtacWe ar Decunala Angie, O•. •4r/: r',r al gems fat myan,other Nan 9immton Wnm.s SCPIE: NEET: APPRVD BY:OAIE: �F'aE \2,w� 1239AJABARA AV)E. iNoul Its canaml. llhis resVicdm aces not I'unil Ne RrACE AREA: .X s,.03 FIT I of 1 AiA S'• (y recipimt*,tights to ulAae Infmnetim mnloined n this Ax 2.01 0' 30 min. 'Else. ; 4 SlONA��a,Fw NORTH,1ORT.F ts7{B aaammt him a ww,'Iy mtainm hmn mother swrc� sn AENENr: .zXX t.011s B 43-M ENDVENr SLIDER n1E:IL 5179a IX WO,WSTA 110N i I Jacqueline Boges From: ¢ Jacqueline Boges Sent: Tuesday, July 24, 2018 9:57 AM To: Gail Hamilton Subject: plans to review in mail box Gail placed in mail box plans for 3864112 th ave for window replacement. Please return plans after your review back to the building dept as they go with our file. Thank you Jackie Bodes 843-780-0020 ext 3b13 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine,but it is He Himself we have."Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 1 O City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: lVoy-oa,,m i S Date Received: Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: . Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin 00 er—Plans Examiner Date (36 tractor and/or Homeowner (Required when comments are present) f INSTR#2018095964 OR BK 9737 PG 1779 Pagel of 1 06/07/2018 07:29 AM Rcpt: 1963679 Rec: 10.00 DS:0.00 IT:0.00 } Paula S. O'XeiC Ph.D., Pasco County CCerre&Comptroffer THIS INSTRUMENT PREPARED SY: Name: Address: I NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. ~Co 0 1� The undersigned hereby gives now that improvement wiil be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement 1. DE CRIPTION OF OPERTY:(Legal description of ttie property and street address if available) Q 1, L�O o v� , l& 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION I THE L SSEE CONTRACIrED FOR THE IMPROVEM NT: Name and address: 2- L Interest in property: ) vt ELO n Fee Simple Title Holder(if other than owner listed above)Name:�� Address: 4. CONTRACTOR:Name: rJy1c, Phone Number: Address: N CA. 5. SURETY(If applicable,a copy of the payment bond is attached):Name: r!fst Address: Amount of Bond: 6. LENDER:Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes.Name: N /A Phone Number. Address: 8. in addition,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.Phone number. 9. Expiration Date of Notice of Commencement(The expiration is 1 year from 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. I i d Orr'er rr LpEsee.cr Owner's ar Lessee's (Print Name and Provide gnatory's TillelOffice) OL r....'��'L�sr �nnPav,ertMana9�Y State of ✓r C1✓w— County of The foregomg in"erit acknowledged before me this r day of 20 14' by L Who is personally known tome❑ OR Ptar�m pe�a-�;/.r�,r ' statement who has produced identification of Identification produced: v G t MA,�,,, Susan Moseley �t: '�'- Commission r GG072718 �`. ?i'Exores: Fab. 13, 2021 S. 0uar % o.l na A Bolded thru Aaron Notary � ,•�� 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 OFFICE WITNESS MY HAND AND OFFI IAL SEAL THIS DAY OF 2 CD PAULA S. O'NEIL,CAR l PTROLLER BY DEPUTY CLERK