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Home My WebLink About22-3632813-780-0020 City of Zephyrhills Permit Application Fox-813-780-0021 Building Department Date ;�a�aa��ias as �: ss ea sa IDk�ld I�B= �Ik aB:+ . MM l Gaya R ELECTRICAL PLUMBING =MECHANICAL =GAS NEW CONSTR El INSTALL LOT# ADD/ALT 0 SIGN DEMOLISH REPAIR I SO FOOTAGE I z/ 7V 0 I HEIGHT I VALUATION OF TOTAL CONSTRUCTION $ AMP SERVICE PROGRESS ENERGY W.R.E.C. � :> $ VALUATION OF MECHANICAL INSTALLATION ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED ;;;;; FEE CURREN Y ( N Address License # ELECTRICIAN COMPANY SIGNATURE jj) REGISTERED Y (N FEE CURREN Y / N Address License # PLUMBER COMPANY SIGNATURE REGISTERED C YIN FEE CURREN YIN Address License # I MECHANICAL. COMPANY SIGNATURE J REGISTERED LY j N_J FEE CURREN Address License # OTHER COMPANY-' SIGNATURE REGISTERED Y NJ FEE 1: RREN Y j N Address PL License # die $$$0$0#OfIlf$It$$It fI$$$$$ RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction, Minimum ten (10) working days after submittal dater Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionstiarge 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, Directlonsc Fill out application completely. Owner & Contractor sign Back of application, notarized N over $2600, a Notice of Commencement is required. (AC 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) Remofs N shingles Sewers Service Upgrades AIC Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive then County regulations. The undersigned assumes responsibility for compliance with any applicable dead restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if the owner has hired a contactor 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 contractors) 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 now 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 718, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law --Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that "I have obtained a copy of the above described document and promise in good faith to deliver it to the *owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application inaccurate 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 bean 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 -Weirs, Wastewater Treatment, Septic Wanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. € 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 wail. 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 fora period of six (8) months after the time the work is commenced. An extension maybe requested, in wilting, 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. e a � *•rr • • • a OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. Name of Notary typed, printed or stamped �1 Subscribed and swo Tinto tYif re me this by Who is/are personally known to me or has/he a roduced JV&XLJA�1 r as identification. Notary Public Mme ission No. 21 of Notary typeMdntod�ataped v Notary Public State of Florida Frank Thompson e Niy Commission OCR 244192 Expires D7ta3tf2022 or �• f2t, 155 -7 1'5' Last Revision Date: 0918 Page 3 of 8 S8 " Y-,b 6 rr--pp CLoan does signed []Paper does NOT signed at Site Inspection Gaper does signed at Site Inspection OE. does NOT signed at Site Inspection []E does signed at Site Inspection Datefipproved; Wednesday, January 26, 2022 Notese a1asno �,. Date Measured: Class/[design Pressure in PSF 45 (8 64) Wind Velocity in MPH 137 S24591 71iC 7Eevran Frame Type n LoanD.I oii 2-4655 e ie nman ah..,�com Exterior Siding 0 Co-Applicantmoan Valerie Inman Year wilt 1961 s , Co -applicant Phone/Email Sucking Req Contract Date & FOR 1f 24/2022 FALSE Color Q Nome Address 39037 3rd Ave Grids ------------------------------------ City, State Zip Zephyrhills, FI, 33542 Frosted County Pasco Impact Sales Rep Aaron Harding Non -Impact / Phone Number (407) 508-8285 Window Shields Job Phase Phase. 1 Boor Shields Rehash No Cust. lnit X Customer agrees to the above a s s 7 LEAD NEGATIVE s x xz w xa xa is LEADxe xs xa POSITIVE xs .� Customer Signature; f Date: � / jY �,` �,,.� Do you have an MDA: Yes or (Please circle onel �. Measured Do you live in a Flood zone: Yes or No Date Measured: � i% / 7( J 1Please oircle onel Last Revision Date: 0918 page 1 of 8 LW414 Lq Pit a I'm 101 1W Permit No. Parsed ID No 12-26-21-0000-03900-0000 NOTICE OF COMMENCEMENT State of Florida County of Peace THE UNDERSIGNED hereby gives notice that iniprovernentwil be made to certain real property, and in accordance oft Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement t Description of Property: Parcel Identification No, COM SW COR OF SOUTH 198,00 FT OF SW914 OF NWI/4 OF SW1/4 SECTION 12 TH EAST 3: Street Address: 39037 3RD AVENUE, ZEPHYRHILLS, Fl. 33542 2. General Description of Improvement 3. Owner Information or Lessee information if the Lessee contracted for the Improvennent: INMAN ERNEST E & VALERIE J 39037 3RD AVE ZEPHYRHILLS. FL A dress City Interest in Property: Name of Fee SimplaTilleholder (if different from Owner listed above) 4. Contractor. _!LOME PERFORMANCE ALLIANCE 1780 102 NO AVE N SUITE 500 Contractor's Telephone No.: -(7E) 538-4140 Amount of Bond: 6. Lander. — MEMERME= -try state ST PETERSBURG FL lity state MEN mm 7. Persons within the State of Florida designated by the owner upon wtrorn notices or other documents may be served as provided by Section 713,13(1)(a)r(7), Florida Statutes: Address' day state Telephone Number of Designated Person: 8, In addition to himself, the owner designates —of— to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b), Florida Statutes. Telephone Number of Person or Enfity Designated by Owner. 9. Expiration date of Notice of Commencement (the iorpirrulon date may not be before the completion of construction and final payment to the contractor, but wilt be one year from the date of recording unless a different date Is specified): LL! _j W LU Ll— X, C) Z 0 Uj LU 7 'o LU 0 0 U— Q Ly- >- LU LLI M — I LL4 I-- X 0ou- L�l —1 , z P>- LLIJI I-q 0 1 D CI. cr 0 LLJ 0Z U 00 Q Li— Eli0j Z F- Ly. D< -r- 0 >- Cr Cd a: L6 LL 0 y) z LU (f ) !:::�l < __j U-1 UJI — W Z'T- z U') :D 1-- z Under penalty of perjury, I declare that I haw read the foregoing notice of corripwrtself th in are true to e best of my knowtedge and belief, 7 STATE OF FLORIDA COUNTY OF PASCO . ...... .. O� lines. Le Ownees or Lessee's Authorized Qrud�re ;i =aI 311", or .'C., Ncremmso. r/Manalror —we —_e Sig mysTifle/Office The foregoing instrument was acknowledged before me in' V��d 20_ by as (typo (typo of authority, o.q- officer, trustee, attorney in fact) for of pa cuted). ffpIt po cof,�, Parrawally, �Kno.wn r03 DR Pfoduwwed Identification Notary Sign 0 TA Type of Identificadon Produced Name (Print) my Comfit. Expires May G, 2022 Na. GG 214627 :z OF wpdatafficstnadeecommencomenLpcO53O4it I I it I I I t I 2/9/22,1031 AM Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications Contact Us SCIS Site Map Links Search ft' Product Approval USER: Public User I Q-A Er-q&-cj—ApRwyA1—Mgr m > ErAtiat_p_r 6pakoga-5�earth > Application > Application Detail FL # Application Type Code Version Product Manufacturer Address/Phone/Email Authorized Signature FARM- Address/Phone/Email 9MI04=1111111111111 lzmmm�� RVA7.9wWw Revision 2020 Approved IMENIMI �- M� Windows Horizontal Slider 9W1MWdUVAR1 BARTKIP Professional Engineer Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the Lyndon R Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2026 Validated By Ryan 3, King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Pdf Referenced Standard and Year (of Standard) Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSAI0I/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS781 812 Sections from the Code https://floddabuilding.org/prlpr�appjtl.aspx?param=wGEVXQwtDqt3elSAInEOW9Taf7MFDxJQ%2bONKXzKExBgMUfg9Podf8g�/�3d°/�3d 1/5 2/9122,10:31 AM Florida Building Code Online Product Approval Method Method I Option D Date Submitted 10/13/2020 Date Validated 10/13/2020 Date Pending FBC Approval 10/22/2020 Date Approved 12/15/2020 Date Revised 02/03/2022 'Suhunaryof_Prqoycts_ FL # 1 Model, Number or Name Description ... . ..... ....... . ..... ... _"_"__"''_'___' - ------ . . .. . . ..... ...... . .... . 115781.1 i a. "DSL12" / "DSL12E" Double Slider Extruded PVC Double Horizontal Sliding Window - (XX Window Configuration) ......... . . ... ..... .... ...... ........ . . .... ...... .... . .. ...... ........ ... ... ... ... . .... . .. ... _ ...... .... .. ... Limits of Use Installation Instructions Approved for use In HVHZ: No F1157.&JUZJ1_(_q)jD1tXUA"R'df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.1 for Design Pressure Ratings, any I I ELW31-1112-AUM-LVALWAL-1. P9 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15781.2 1 b. "TSL12" / "TSL12E" Triple Slider Extruded PVC Triple Horizontal Sliding Window - (XOX I Window Configuration) Limits of Use installation instructions Approved for use In HVHZ, No I Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, See INST 15781.2 for Design Pressure Ratings, any 1 additional Use limitations, installation instructions and product I Created by independent Third Party- Yes particulars. i c. "5300 DSL53 (GS352)" Double I Extruded PVC Double Horizontal Sliding Window - (XX Slider Window Configuration) . .. . ............... ...... . . .. Limits of Use Installation Instructions Approved for use in HVHZ- No ELI 5 ZB 0119-G-31. PAt Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: This Product is No Longer Offered by Soft-Lite LLC, See EL152AI-912-AE—P_rgdUA_QfftELng_(-3_).pdf FL-iS78i.3-RIO Florida Building Code version 2017 for Created by independent Third Party: Yes Historical Documents regarding this Approval. 15781.4 d. 5300 DSL53 (GS352)" Double Slider Window Limits of Use Approved for use In HVHZ.* No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure- N/A Othen This Product is No Longer Offered by Soft-Lite LLC. See FL-15781.4-RIO Florida Building Code version 2017 for Historical Documents regarding this Approval. Configuration) 15781.5 1 e. "5400 SSL54 (G5402)" Single Extruded PVC Single Horizontal Sliding Window - (OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELLUALA12—U--Pr-qduaD-ff=gp-iLf Approved for use outside HVHZ: Yes Verified By, Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- This Product is No Longer Offered by Soft-Lite LLC, See ELIRU_RILAEJP_mdud.��i FL-15781.5-1110 Florida Building Code version 2017 for Created by independent Third Party: Yes Historical Documents regarding this Approval, 15781.6 f. "5400 SSL54 (G5402)" Single Slider Window Limits of Use Approved for use in HVHZ., Yes MTTrj_E111WT - Configuration) Installation Instructions EL152aLA1Z_H_PLQd"LQff 2/9/2, 10:31 AM Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- Yes 1 Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports j Other- This Product is No Longer Offered by Sift-Lite LLC. See I � P� off rings FL-1S781.5-1110 Florida Building Code version 2017 for Created by Independent Third Party: Yes i Historical Documents regarding this Approval. } _ .,._.a ___ _. w _• ..._._ 1 15781.7 =g '5400 TSLF54" Triple Slider Extruded PVC Triple Horizontal Sliding Window - (XOX 1 Window , Configuration) Limits .'. Installation Use instructions Approved .use SM. „.. «. Approved f. ad 43409 ImpactResistant. Yes 1 Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other- This Product is No Longer Offered by Soft-Lite LLC� See Prol tr+ nfform JILP& FL-15781.7-RIO Florida Building Code Version 2017 for Created by independent Third PartyYes Historical Documents regarding this Approval, 115781,8 h, "5400 TSLF54" Triple Slider ; Extruded PVC Triple Horizontal Sliding Window - (XOX Window Configuration) ., .. . W M _.v, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FUZZ 1..S3I II Product Offeng Approved for use outside HVHZ: Yes i Verified By Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Otlhen This Product is No Longer Offered by Soft-Lite LLC. See ? FL 15781.8-R10 Florida Building Code version 2017 for Created by independent Third Party: Yes Historical Documents regarding this Approval. �.... .�.....� .... _.. ,n _ ea _ ... �•n .. _ .. 15781.9 1. Series "Barcelona" Modes'"SSL30I" Extruded PVC Horizontal Sliding "Impact" Window, Missile Level "C"Excludes Wind Zone Sand 4 (XO or OX Configurations) Limits of Use installation Instructions Approved for use in HVHZ: No E"5MLRjZ_j1__(A)_Ln_sLU7Wq f Approved impactCreated by « «- Design N/A'.Reports Other: See INST « « +Ratings,« « ♦« additional use limitations, installation instructions and product 1 Created by Independent Third Party- Yes particulars, I _.,_ .........., tea,...,, ,. ,...... ............... •.•. ,..,.. .. ........... ------- ---- ._.. ....... ... ........................ ... ..... .., ....... ......,,.,. .....,..., ,.,. ., .._, .:.. ... _.. ....,,.,._: 15781A0 j. Series "Barcelona" Model "SSL30I" � Extruded PVC Horizontal Sliding "Impact" Window, Missile Level € "D" Includes Wind Zone 4 (XO or OX Configurations) Limilts of Use Installation Instructions Approv in HVHZ: No Ap outside HVHZ. Yes ByLyndon F. Schmidt, P.E. 4344 Impact Yes I by Independent Third Party: Yes ReportsDesign N/A I Evaluation Other: See INST 15781.10 for Design Pressure Ratings, r installationadditional use limitations, . product « « PartyYes 15781.11 w k. Series "Barcelona" Model "SSL301" Extruded PVC Horizontal Sliding "Impact" Window, High Velocity Hurricane Zone Large Missile (XO or OX ( i Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI5781 R12 11 (d t.,LVBj� LLot i approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes ( Design :Pressure: N/A Evaluation Reports ? Other: See INST 15781.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars 15781.12 E 1. Series "Barcelona" Model "TSL30P Extruded PVC Triple Horizontal Sliding "Impact" Window, Missile Level "C" Excludes Wind Zone 3 and 4 (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Approved Approved Impact Resistant. Yes Design Pressure: N/A « .. i «. « «l « ". 1 15781A3 m. Series "Barcelona" Model = Extruded PVC Triple Horizontal Sliding "Impact" Missile' "TSL:30I" ; Level "D" Excludes Wind Zone 4 (XOX 1/4-1/2-1/4 and XOX i} r 1/3-1/3-1/3 Configurations) https://floridabuilding.org/pr/pr app dtl.aspx?param®wGEVXQwtDgt3elSAInEOW9Taf7MFDxJQ%2bONKXzKExBgMUfg Podf3g%3d%3d 3/5 Limits of use Installation Instructions Approved for use in HVHZ: No R12 Imo¢ Approved for use outside HVHZ: Yes Verified By: -Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure., N/A i Created by Independent Third Party: Yes i I Evaluation Reports Other: See INST 15781.13 for Design Pressure Ratings, any € i R l 1; p, ff additional use limitations, installation instructions and product ; Created by Independent Third Party: Yes I particulars 15781.14 1 n. Series "Barcelona" Model "TSL30I'Extruded PVC Triple Horizontal Sliding "Impact" Window, High i Velocity Hurricane Zone Marge Missile (XOX 1/4-1/2-1/4 and i 1 XOX 1/3-1/3-1/3 Configurations) _. _... n......... .. ...uv. _,........._....... _........ ... ..... . Limits of Use Installation Instructions Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes 1 12 ( 1 •pdf i Verified By: Lyndon F Schmidt, P.E. 43409 i Impact Resistant: Yes Crested by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 15781.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product R (,g)Evai 15781.1&a i Created by Independent Third Party: Yes particulars i I 15781,15 ? o. Series "Barcelona" Model "DSL30" ; Extruded PVC Horizontal Sliding "Non -Impact" Window (XX j Configuration) �_.... _... _ „_. ._ _.... __..._.. ,._...............__ Limits of Use ...__. �__.. .,v....� _._... ..........._... _........ ........ ; Installation Instructions Approved for use in HVHZ, No ! f ljj_7_aL_R 2_U () n 1 7 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15781.15 for Design Pressure Ratings, any Evaluation Reports k �81 R12 AE :(�) Eval 15781.15.p� additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars ...... ..........._„_ ...._ .,® ....... .---..... ............. .... ....:. .... 1 ..., .. ......._ ...._....._ ..... ,.._----- --- ...., ...... ...„.. ..... _...... ,,,....,,,. .. ........ .... 15781 16 p Series Barcelona Model "TSL30" :Extruded PVC Triple Horizontal Sliding `Non Impact' Window (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use i installation Instructions ; } Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL V _ 12 I (d In is 3578.Lj,rapd_f Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant. No 1 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.16 for Design Pressure Ratings, any (A) Eval 2BL�l -, p f, additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. ..w _.,..-... . .. .._ _ en.._ [ 15781.17 1 cl. Series "Barcelona" Model SSL30I65 ..�... ,.. ��.. ., . Extruded PVC Horizontal Sliding "Impact" Window, Missile Level D" Includes Wind Zone 4 (XO or OX Configurations) Limits of Use i I Installation Instructions Approved for use in HVHZ: No F t 1 pff Approved for use outside HVHZ: Yes ; Verified By: Lyndon F Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes 3 design Pressure: N/A II Evaluation Reports I Other: See INST 15781.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product ! FL R12 AE ( v l 1 pdf Created by Independent Third Party: Yes particulars. ........_. .............. 15781A8 i r. Series "Barcelona" Model Extruded PVC Horizontal Sliding "Impact" Window, High 1 t SSL30I65' Velocity Hurricane Zone Large Missile (XO or OX i Configurations) Limits of Use ; Installation Instructions Approved for use in HVHZ: Yes F R (Ua9_15781.1 _df I Approved for use outside HVHZ: Yes Impact Resistant. Yes l Verified By: Lyndon F Schmidt, P.E. 43409 i Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 15781.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product ELj5ZU_9_12_AUgLE_vA1A5ZajA&W Created by Independent Third Party: Yes particulars E EI—E on j :: 8i it $jgRgjjWA. Tallahassee FL 32399 Ph -487-1 24 The state of Florida is an AA/EEO employer. Qayrght 2007-2013 State of Florida :: E[lyW Statement :: Aceg "i iI ement :: gund 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 Section455.275(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 bgrs.. Product Approved Accepts: MUM4501I Credit Card Safe It Mo I V, I N I! R R !III M I I I I I � I I I! Iml I i I! III 1•1 Bringjngqualir y to light. woft-Lite Streetsboro, ONO 44241 "BARCELONA" Model; SLIDING WINDOW SEE CHART FOR FRAME S l 4 x a • .15 0 �ma t� axtt� a a 4 S } C5 Z2 4 4 D 0 fI HOP fIOPtdAL CROSS SE ON 2 A Suck C.11*.d.11 1-114" MIN. EMB. (TYP.) WTERIOR 28 is S 1 9 GI 6EXTERIOR E 1 2 HOR ZOWAL CROSS SECTION 2 Shmn Direct to MosorW VERIOR 7 r4-'HoRgoNTAL CROSS SECTION 2 BE tOR G 3 1 1 BtZ L CROSSE ON Sho. 4v1 i% Bk I-IM EMB. (TYP.) 4� it fi* y p ®�6rttt. z ° ss� o' z pan. � ewe a � s # # • a q T fTYP.) SASH e FYN PP.) 2X Typ BUCK MASONRY OPENING3, < O BUCKANCHORING CONCRETE ANCHOR NOTES. 1. Concrete anchor tocotians at the comers may be adjusted to maintain the min. edge distance to mortariolms. 2. Concrete anchor locations noted as' MAX.CAN CENTSr rnust be adjusted to maintain Me min edge distance to mortarlants, adddiand concrete anchors may be reWlred to ensure the 'MAX ON CENTERdimension are not exceeded 3. Concrete anchor table. M ANC MIN. z 4ktkov ANcH0k, "MIN 9C4EARA , Nt E 'TO ADJACENT, SIZE,: 'A -Hok -T EDGE T=Oe '14' Ar ELCO 114' JiDiT ACOle, I --------------- J WOOD SCREW INSTALLAnON NOTES. P. Maintain a minimum 5/8"edge distance, I" end distance, & l"o.c. spacing of wood screws to pevent the spUffing, of wood. )( li 2X B"K F 11 I X BUCK DMECTTO H MASONRY (TYP.1 FRAMEANCHORING - 0.77Rr Ow I 11-21"—1 [-- �a xv Ci chi M3 -4 A --h-ow F L27, 0.061' 0.1c O'n, ar O.Ow Q :0.24" 1.3,f C>4c' r 0.1w Sc4jF* N.T.S, DM BY, JK OAr cw- LFS 5 [:FL 15781.15 %W 5 OF 6 a t:. o x m. 0 $ v oo aa.. ar a a 518 GLASS SITE —+— — 7J£i T441CK I18 AA#MEAtEI7 C� 0k 0 AIR SPACE n i3 Iff ANNEALED o ¢sue ili" TAPE taLAZ) DEUM Sal STEEL INTERCEPT SPACER a 4: a- K� 2 Z Gl DAME. IG/ T7 SME: N.TsS j DWG. BY: JK CNK...BY: LFS } h F1.-15781.15 a 2/9/22, 10:32 AM Florida Building Code Online = MY BCIS Home Log In User Registration Hot Topics r. Submit Surcharge Stats & Facts i Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User d b'O r 40) > AQRqWk0.l > Application Detail FL * Application Type Code Version Application Status ME= Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email zm�= us= . 11 , I " - ANIAR100i FL22363-R6 pt, vze03 '5 Revision 2020 Approved *Approved by DBPR, Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Masonite International 1955 Powis Road West Chicago, IL 60185 L (800) 663-3667 Exterior Doors ASTM E1886 2013 ASTM E1996 2014 ASTM E330 2002 TAS 202 1994 IMBEHOW= 11/20/2020 11/23/2020 _F.,;L. „_......., ... , . _ ,. ..... ......, . , ..e .. �Dascr1ptIon j.PI�tnaer�r .,,,.... ....... � . ............ ... ...,.. ... .__ ___�. 22363A Fiberglass Side -Hinged Moor Unit 6'-6"° Opaque T/S Single Door ApprovedLimits of Use outsideApproved for use HVHZ.- Yes Design Pressure., Impact Resistant- No protectiveOther: Evaluated for use in locations adhering to the Florida where pressure requirements do exceed the design pressures details,system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for Limits of Use Approved Approved d' HVHZ: Yes impacto Design M i i / Other* Evaluated for use in locations adhering to the Florida 22363.3 " ; Fiberglass Side -Hinged Door Unit Limits of Use ,Approved for use in HVHZ. Yes A•proved for use outside Impact Resistant- No J i Other, Evaluated for use in locations adhering to the Florida •. 1 • it Limits of Use Approved for use in HVHZ- Yes Approved fooutside r' Impact Design Pressure: ti ai Other. Evaluated for use in locations i ♦ i ! 22363.5 j Fiberglass Side -Hinged Door Unit Limits of Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: . Design i i hering to the Flo Other- Evaluated for use in locations ad sjrdd i # ! Certification Agency . quality Assurance Contract 05/31/2025 Installation Verified Accreditation & Management IndependentCreated by Party: EvaluationReports At i ! i Created by independent Third Party: Yes Certification Agency Certificate .' Quality Assurance Contract ExpirationDate 05/31/2025 Installationx; .: NationalVerified By: i i Created by Independent Evaluationxf Created by Independent Sidelites ELi •. i ' . Quality installation05/31/2025 i CreatedVerified By: National Accreditation & Management Institute by Independentd rvaluation Reports a .6 !i i . ff Created MIndependent ^d it O/S Single#Double r'• d y Certification • jNLQjaZjZ&3_-Bjwff Quality Assurance Contract Expiration 05/31/2025 Installation` i.Of Created by Independent Third Party: Evaluation Reports i i `d by IndependentThird Party: Yes . Sidelites Certification Agency Certificate I i ii' quality k "Expiration 05/31/2025 Installation Instructions Verifiei " on ^r # Created bIndependent Evaluationx i S t' .- s 2/9/22, 10:32 AM ApprovedLimits of Use Approved woutside Design Pressure: Impact Resistant- Yes Other. Evaluated for• •ns adherino to the Florida Limit of Use Approved for use In HVHZ Yes Approved for use outside HVHZ- Yes Impact Resistant., No Design Pressure: +60/-65 Other. Evaluated for use in locations adhering to the Florida Building Coda, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 8'-0" max nominal size.Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region, see OWG-MA-WL0188 for details. Limits of Use Approved impactApproved for use outside HVHZ: Yes No Design♦ ♦0 listed.Other, Evaluated for use In locations adhering to the Florid pre es ss so where pressure requirements do exceed the design essu `R '-0" max nominal size. Hurricane prote ive system required In HVHZ, but not in the Wind Borne Debris Region. ..DWG-MA-WL0188 for details. Limits of Use Approved Approvedoutside Impact Design Pressure: +50/-50 Other, Evaluated for use in locationsadhering to the Florid I 41 .MO •• Limits of Use Approved for use In HVHZ- Yes Approved Impact. Design { M:. ;4-0 *12,4111 • • ::. • • iw listed, ON I 1 -01' max nominal size, Hurricane protective requiredsystem in HVHZ + the Wind Borne Debris Region. See DWG-MA-WL0190 fordetails, Limits of use Approved for use in HVHZ. No Sidelites ., # .» Quality Assurance Co tr ct Expiration Date Instructions05/31/202.5 Installation IndependentCreated by ReportsEvaluation Created by independent Third Party: Yes QualityCertification Agency Certificate Contract w Date Installation05/31/2025 i »+ * wk k » 1 O» • Single or Double Dor o Sidelites Certification# *+ ! . Quality 05/31/2025 installationInstructions EUaak3—RkJL--ftQ1WP-df Verified ByNational Accreditation & Management Institute Created by ! Party: Evaluationrw ELZZH3—Rk-ALAL4DUJLPjff Created by Independent Third Party: Yes or + or + b r Sidelites Certification Agency Certificate fu lity Assura Contraw. 05/31/2025 Installation instructions IndependentOf Created by Evaluationr* Created by Independent.. Approved outside Resistant:Impact Design Pressure- +40/-45 Other. Evaluated #.. use in locations adhering to the Florida [ # # - s t Limits of Use Approved No Approved for outside Impact Resistant: Yes Design Pressure- f Other: Evaluated for use in locations adhering to the Florida # 74ne, 22363.13 HPC Fiberglass Side -Hinged moor Unit Limits of Approved for use in HVHZ.- Yes Approvedfor outside impact Resistant- No Design Pressure- +47/-47 Other: Evaluated for use in locations adhel"Inq to the Florid # # # # #. 910 HIMMI F.M.MIRIam.# Door #.rails stamped a. DWG-MA-WL0192 for de 2236114 ( HPC Fiberglass Side -Hinged moor i Unit ApprovedLimits of Use for Approved for r. Impact Design Evaluated for use in locations# to the Florida listed,Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures nominal max system required in HVHZ and the Wind Borne Debris Region. details.Door top rails stamped 11HPC". See OWG-MA-WL0191 for Quality Assurance ContractExpirationDate Installation65/31/2025 •, r �ti # t # • # - # t# # # # # Sidelites a. Created by Independent ReportsEvaluation R (a # Created by Independent Third Party: Yes 8'41 Glazed I/S or • or Double AgencySidelites Certification if Quality Assurance Contricit Expiration 05/31/2025 Installationr. ELMWLAL��Pdff reated byIndependent # Party: luation Reports Created by independent Third Party: Yes 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites i:: Agency Quality 05/31/2025 Installation Instructions # 4 i Created by #' # Party: Evaluationf A &2,2R��W_f IndependentCreated by rit' .: 2 it iahasseS FL 32399 phone: 850AU8!M The State of Florida is an AA/EEO employer, Qpyrioht 2007-2013 State of Florida.:: Avvajy m r :: A e i iIi t nt :; ad tgmgnt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. *pursuant to Section 455:275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee: However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, KS., please click hgM. Product Approval Accepts., tiI`. Ek _. http$'Ilfloridabuilding.org/prlp�_appjtlaspx?param--WGEVXQwtDqs3M6m9�/�2fK8XPOv7Ro8yOHRgHEf8HYBpjQdlVoNoAVYGng�/�3d�/�3d 4/4 �� I�I II�III III I�MIII I�III�IMh y. G- T§Y I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTLIRES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2, WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE ( ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND --BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRE?. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 64 PER ASTM E84. S, PLASTICS TESTING: TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITICIN TEMP �ASTM D292 2 `E > 650 `F t 740 'F > 650 'F RATE OF BURNING 5 D.56 IN MIN $ 2.77 INZMIN ._�_®_ SMOKE DENSITY i ASTM D2843 53.4% t3.4% T SiLE STRENGTH* } ASTM D638:.. 3,2% DIFF 7 t% DttFF ___ j 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP P D1929 779 `F >> 550 °F f RATE OF BURNING m i D635 00 INIMIN .� 's SMOKE DENSITY . ' ASTM D2843 39.4%. k TENSILE SIRE . ,-- M D638 �_ 6% RIFF a COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 45M HOURS XENON ARC METHOD I TABLE OF CONTENTS SHEET _ DESCRIPTION ; m�1, 1:GA6 ELEVATIONS 3t GE�R,Ai... NOTES- 2 3__�A GFtO INLQgATIONS & DETAILS ,__;_,_ANCHORING LOCATlC3NS & flETAItS P 149' MkK, (iaEt 41 FR41WE WIDTH 21 " MAX D.L.O. 3& 375" MAX. PANEL WIDTH W/asr�zACAL 2 I " MAX D.L;O 37.5°' AfiAX. FRAME WIDTH f 3 p } 7 yy jJp ( �r__ _r tt stDE—Uff 1?_BLE E�C1,6i UI�(d7 SIU.jZE f Ll NJ. sr: S . Iss: KURr BA LfHAZOR .. FLORIDA P.E. 156533 DWG—MA—FW SHM rr 1 OF 0 m IN mm 10 x 5/8,' # #10 x 1" #10 x 2-112- - I #10 x 5/8 DETAIL 'gC" kETAIL-," 1,375' T INSWING �HRRESHQLD I -5arl 1,482' T Z-SERIES -QZS THRESHOLD T -�BV�R OELLHRESUQUD 047- lJ5' E 7z �tl T jif I m D.' ETA IAL — ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN, gh ASTRAGAL RETAINER BOLT HOLE ,;;�MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1 .375" THROW aUAIL �f�: ASTEAGAL lIr *m"m mw T* OR 'Ir vm"7w QAW -jr -A wlqw V4 mo"'Aw mmr 17, 1,437" #6 X 1-1/2- PfM MYX. FWK OR MAL SPAURH13fTt.FOAK OR NV� SPRAVmm T VaT am =mmT an jHP S THRESHOLD ELASTOMM ELASMAM 1,437- tNON-IMPACT rd" A*dntDWM T ,14 -QlS TRR�ESHQ LD 10 A]JACHMENT-DUAIIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 1/4- TAPCONS, AND #10 TEK SCREWS, A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION, TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4-. TEK SCREW EDGE DISTANCE MIN 1/2-. 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE IN i , M . It SEE DETAIL 'D- SHT. 2 w 'I ul I l" In m -BARDWARF -5C±iED-V-LE LATCH AND To B 1. "KWIKSET SERIES 400 GRADE E 0 LNDRCAL SERIES 9FULL 1 DEADLOCK HARDWARE E INSTALLED T 5_ 2 CENTERLINE. X ULL MORTISE~ R TISE BUTT 1 �25 4 HINGES. S. MIN s0.25 MAX I "X 142 CORRUGATED #IOX2 WOOD SCREW SHIM 3. FROM EACH END 6' FROM EACH END CL MIN 1 �26' AND 7' OC AND 12' OC -0,25 MAX ACRYLIC SHIM LATEX —j- CL J _4 m CAULK TYPICAL MASONRY ACRYLIC ANCHOR INSTALLATION LATEX CAULK CL ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) JX BUCK MASONRY COMBINATION WOOD COMBINATION WOOD MIN 1 THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM — — , MAX - (18 DIOXS2CR EW/S2' (4) IOX2-1 W09D SCRE ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM T1 EACH END EACH END OF 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". CL 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK 5, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LEIS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW MULLION (CHS) MULLION (CHS) a