The URL can be used to link to this page

Home My WebLink About23-6814BAR-006814-2021--li Issue • Date: 08/23/2023 7ernit TvDe: Add/Alter (Residential) ur-owmam'E't-jr.r.m.�� Building Valuation: $19,777.00 Electrical Valuation: $0.00 Mechanical Valuation: $0.00 Plumbing Valuation: $0.00 Total Valuation: $19,777.00 Total Fees: $138.88 Amount Paid: $138.88 Date Paid; 8123/2023 9:45:30AM 37449 Loganberry Court 7 L REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 11 11 1111 1117 IRII INNIN F III 1 11 ! W I III I U==�� Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department • Owners Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT SUBDIVISION z ,UPARCEL D* -OU W7 "( I (OSTAINEO FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTII ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION = BLOCK FRAME = STEEL DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE = HEIGHT [:= ._�UILDING $ L 1, VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE 0 PROGRESS ENERGY 0 W.R.E.C, =PLUMBING =MECHANICAL i VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER $IGNATURF,,- e__-" COMPANY REGISTERED Address ELECTRICIAN COMPANY SIGNATURE REGISTERED Address PLUMBER E=- COMPANY SIGNATURE REGISTERED Address MECHANICAL E=== COMPANY SIGNATURE REGISTERED Address == OTHER COMPANY SIGNATURE REGISTERED Address 'gj��IE. RREI�� License *E=2 . [;Y �CURREI 1 fY � IrE � Y 1 i�� License #E===== E ;;N F�EE.UIREI License #=== - E;;;;;�IR.1 ,.E -X1 N � 9� License #E=�� License #E==== 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 & I dumpster; Site Work permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) woricing 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. Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required, (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW io 1-M County. TRANSPORTA*nON IMPACT1UTILITIeS IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands a e it 10 JIM Z�kwmj I'a OWNER OR AGENT-_ Subscribed and swom to (or affirmed) before me this by Who is/are personally known to me or hasthave produced as identification. Notary Public - State of Ftorica Commission " HH 230706 Notary Public o Notary Public � Commission No, Corn salon No,�CrCe�: through Natioratiotar, Assn. Name of Notary typed, printed or stamped MIRELA 30NANO Notary Public - Rate X jv- Commission�30706 My Comm. Expi"es --e,4o 20, 2026 Sordeb through National '40t.-r/ Assn a Ali f • • ♦ a '♦ 1"HI8 Ifd T �# T P R �BY Narh _« Add Amount of Bond: 7. Persons within the State of Flodda, Designated by Owner upon whom notice or other docurnents maybe served as Provided by Section .:t 11. Phone Number viww 9 In addition, Owner designates of to receive a copy of the Uenoes Notice as Provided to Section 713.13(i )ttr?. Flonda Statutes. Phone num}tar. 9, Exosratron Bata of Notice of Commencement nt ('the expiration is t year from data of recording unless a different crate is vpacffledl f fW_j2_ tit+. tit ; ANY PAYMENTS MADE 6Y THE t)14 ER 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 TL CE 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 FENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. i (r' neku'a or P' 4 ar s ai t,ese'e tFrine m+9 Pxmid� $rgoglwu Ti au4,azea i�incerr;3�recec3rman�enamnega•, State of County of .{4 , ff The f4reg ins rtt ackn i be mm tiNa day of i t` G try 1 Who Is paraortall known to me U CAR who has produced Ideridficafion 4 type of identification produ j Notary a Of cvlm 26 Wm ALI Product Approval r USER: Public User d" b, ^ `&u�oatiuoust > Application Detail Ft.# FL5414-R33 Application Type Revision Code Version 2020 Application Status Approved *Approved by o8pR. Approvals by DGPRsha|| be reviewed and ratified by the POC and/or the Commission if neoesean'. Comments Archived Product Manufacturer Simonton Address/Phone/Email 5n2VWeston Parkway Suite30V Cary, mc2r5z3 (614)307-3278 |uanne.hanns@come,stune-bb.com Authorized Signature Luanne Harris |uanne.harris@cormerstonc-bb.com Technical Representative Quality Assurance Representative AAMA Address/Phone/Email 1827wmlden Office Square Suite 550 Schaumburg, zLonz7a (8*7)303-5664 webmagen@aamanet.org Category Windows Subcategory Single Hung Compliance Method Certification Mark orListing Certification Agency Fenestration and Glazing Industry Alliance (formerly AxMf) Validated By Fenestration and Glazing Industry Alliance (formerly AAMA) Referenced Standard and Year (of Standard) gtmnA�� Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect year 2011 Product Approval Method Method z Option Date Submitted Date Validated Date Pending FBC Approval Date Approved MITIMMIAM+ . 5414.1 141-18 10/11/2022 11/01/2022 11/03/2022 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 53x71 (+/-30 PSF), 44x63 (+/-35 PSF), 48x72 (+/-40 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 36x76 (+/-50 PSF) 5414.2 41-18 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x74 (+/-45 PSF), 73x74 (+/-50 PSF) 5414.3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: N/A Other: 109x63 (+/-35 PSF) or 109x72 (+/-45 PSF) 5414A 143-06 / 43-17 Limits of Use Approved for use in HVHZ., No Approved for use outside HVHZ- Yes Impact Resistant: No Design Pressure: N/A Other. 3602 (+/-25 PSF), 48x80 (+/-25 PSF), 36x63 45 PSF) 44x63 (+/-35 PSF), 3604 (+/-35 PSF), 53x71 (+/-35 PSF), 48x72 (+/-40 PSF), 44x63 (+/-45 PSF), 36x84 Description ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Single Hung Certification Agency Certificate FL5414 RIJ C -ISH 36x63 R-PG45 pdf 3�x7Q_R-PQ50 P-d f FL5414 R33 C CAC 41-18 SH 44x63 R-PG35 pdf FL5414_R3_3 EL_5T17B ELE414 _R33C CAC 11-18SHq8x80 R-L'-12 FL5414 _R,3 C LAC 4 1 -1 SH 5 2: 7I R p f Quality Assurance Contract Expiration Date 09/26/2025 Installation Instructions FL5414 _R33 11 IN0221 41- 1_8 SH 2Xplf _FL5414 R33 ::,I_ _A 41_ 8 SH _Mpiff Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports LL54 IL rj3 Eport-IN10285-Rj.pA _ J _LAL_ �La[_Re— f Created by Independent Third Party: Yes ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Twin Single Hung Certification Agency Certificate f 15AIA213i- Q,-LLC-4-1--U3-qZ, Eu-4 i —4P33—L—cAL 41 -,i us-H-Twin 7 FL5414 R33 C C.AC 41 -18.SH Twin 89x63-P-j.0pSjf_ LFL51,14 RU C _C �Ll-_L8 SHTwin 9C)x8Q-R29.p _ _ __,qA _ _ _9_ Quality Assurance Contract Expiration Date 09/27/2025 Installation Instructions FL5414 P33 11 IN0230 41-18 SH T-Mulled Twin 2v peif Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Triple Single Hung Certification Agency Certificate _FL5414 R33 C C 1--,18 SH Trip 0600) —109)L72 LPQ45 pAf LL_5414 Rjj_L CAC 418 SN Triple. 109x32,-!LRdf .- Quality Assurance Contract Expiration Date 03/08/2026 Installation Instructions F-L5414 R31 INQ232 41-Lq _T-Mu1LT_np 2X�p f _IT _ bLtL Le ff Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: IMMMI-M Pun Fae-r;-Tle-r-re-7, 17 n C 3 11 L I 11, L u I i I I I T 1 5 111 !, 17 A u 1 113 u u Arches Certification Agency Certificate EL5414 R33 -�— -L CAC-43-0!S11 (L( 15_5)_44x63 FLG---Sp9-f FL5414 R33 C CAC 43:g6S_H.(IL-5_9)_.26x74P(:,3ap f- _ _ d E15-4-14 R33 C CAL- 6 -"H (jW$7)_44,,<L3 PG45�pdf -CA -4 --Q-Q3-LL(lEiaa)-ILx2A-P-G-5-Q.,P�l-f ELa414 _R22 C CAC 43 06 S�Hj�Q18�9 16xi4_EC,50 rLdf fL5414_R33 C CAC 43-06,51L(Ein Finless) 36x84 R- LG _50. p-9-f FL5414 R33 C QAC 43-06 SH (Fin Fin Le_, -,as) A74 R- (+/-50 PSF), 36x74 (+/-50 PSF), 32x62 (+/-50 PSF), 4405 (+/-30) 5414.5 M Limits of Use ' / Approved for use in,HVHZ. No Approved for use dutside HVHZ: Yes 'Impact Resistinit: No Inure: N/A Other: 48x80 (+/-25 PSF), 44x63 (+/-35 PSF), 3606 (+/-50 PSF), 36x96 (+/-50 PSF), 44x96 (+/-20 PSF) 5414.6 43-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; 89x63 (+/-30 PSF), 73x63 (+/-35 PSF), 73x74 (+/-45 PSF) 5414.7 43-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: +35/-35 Other: 109" x 63" E-6:4-R.P-d-f EL5414--93-3 CA HjEin)-Jj 644-x,25-LC-:- �PG30 qdf FL5414 R33 C CAC 43-06 SH (Fin) 3?x62-R50.pc�f EL_5/1114R33 C CAC 41706 SH (Ln_)& L6x63 R45,p f FL5414 R33 Q CAC 43-06 cw (Fjt1)_36XL'2-R251PSjf EL54-U-B33_CQAC_zQ6 H (L)AxQLQ2 p L P&Lf L1414R ,_C 42_-17 SH (Fin) -4ax-3- O-L-C-2--5-,Pq-f EL5-414 RII-C-C-Ac--43--I-Lt-0-42--06-WdL\,e L� pAf Quality Assurance Contract Expiration Date 08/04/2025 Installation Instructions FL5414 R3 11 IN0160-RI2 43-0)6 43-17 '-H -)y p2f FL5414 R33 11 IN0242-R8 43-06 43-17 SH IX,pdf FL5414 R33 11 IN0600 43-06 43-17 SH 48x72 DP40 2X Qnly.q�f Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL-541.4 R33 AE EyaLRepgrt-1R0242-WLp Created by Independent Third Party: Yes ProFinish Contractor, PerfeXion Contractor Vinyl Single Hung Certification Agency Certificate EL5414 R33 C CAC 43 17 SH (10873) �1 aM8225 5 pdf LL541-4R323 C CAC 43-17 SH (JQ�74).A4x96PG20,p ji &5-4-1 (�x P �,pdf _I Lin) -3Lx7b R- f _ EL5 414 1133 !; CAC 43-17 SH (Ein) 44&LP35,p f Quality Assurance Contract Expiration Date 07/11/2026 Installation Instructions Off Of Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5414 R33 AE E a1RPpQrt IN P244-R�_ pclf Created by Independent Third Party: Yes ProFinish Contractor, PerfeXion Contractor Vinyl Twin Single Hung Certification Agency Certificate FL5414 P3-1 C,_�CAC 43-17 SLLZ3 Twin (10852) x74 PG45,p f - FL5414 R33 C EL5414 R33 C CAC 43ZI7 SH TwiLn 89x63-R30,p f Quality Assurance Contract Expiration Date 07/10/2026 Installation Instructions EFL5414 R33 11_1N10161 43-17 SH T-Mull Twin 2X.p Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5414 R33 AE Eva1Report-INQ246-R4.pc#f Created by Independent Third Party: Yes ProFinish Contractor, PerfeXion Contractor Vinyl Triple Single Hung Certification Agency Certificate EL5414 R33 C _CAC 41-17 SH Triple (,LQ§28)-LQ2x63 PaJ5—p f gL FL5414 R33 C CAC 43-17 SH Triple _109x63 R_35 pqf equality Assurance Contract Expiration Date 04/04/2026 Installation Instructions FL5414 R33 11 IN024 43-17 SH T-Mull TrirLle IxpAt Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL5414 R11 AL FvnlRpn-- p!ff Created by Independent Third Party: Yes 5414.8 ; 43-17 (Sunraom) ProFinish Contractor, PerfeXion Contractor Vinyl Single Hung for Sunrooms F Limits of Use Certification agency Certificate Approved for use in HVHZ: No L541 J 3 AL 43 _7 3k - Via) 4BXU2_25_W Approved for use outside H\iH :Yes LL 5414 :233 C CAC 43-17 SH (11338)36x96 PG50,pdf Impact resistant: No 414 R33 C. CAC 3-17 SEi {Fin}a3t35.pdf i Design Pressure: N/A i Quality assurance Contract Expiration Date } Other: 36x96 (+/-50 PSF), 44x63 (+/-35 PSF), 48x80 07/11/2026 (+/-25 PSF) ; Installation Instructions FG 414 R I1 INQ _ I -` �?I �i Verified By: Fenestration and Glazing Industry Alliance r (formerly AAMA) 1 Created by Independent Third Party: Evaluation Reports FI5414 P33 AE P R 630 SS,p f Created by Independent Third Party: Yes ntact us :: 2601 tone Road, Tallahassee FL 32399 Phone•. 850- 84 7-1824 The State of Florida is an AA/EEO employer. Qpyright 0 0 3 t to of Flar :: Priva y Skatemen :: AccMibility tatemer :: 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(l), 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. MODEL DESIGNATION: Simonton Single Hung Series 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: 0 X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.120 INSTALLATION ANCHOR (SEE TABLE 1, SHEET 2) 6" MAX. 6- MAX. ;E 0 IiHEAD INT. TRACK TOP LITE 1111"Ilk TOP INT. TRACK INT. TRUCKE 4 I 4 CL BOTTOM UTE ZT.-Y"ITIZE -4 EXT. TRACK "W" MAX. OVERALL FRAME WIDTH--� 2ZL-OART OVERALL SIZE DP RATING WIDTH 11W HEIGHT 1 11 H 11 44" - 1 96- ±20 PSF 48" 80" ±25 PSF 44" 63" ±35 PSF 36" 75" 1 ±50 PSF 36" 96" INTERIOR SASH TRACK X I < EXTERIOR 0 SASH TRACK ti 3/03/2021 v] RE SIONS: T, LUCAS A. TURNER, P.E. UPDATED SIZES PER NEW TESTING AN! Lucas Turner FLPE # 58201 2 NOTES 15 & 16 2021 I No 58201 TURNER ENGINEERING & 3 UPDATE ANCHOR NOTES .03. 11:30-14 V-,' W CONSULTING, INC. 4 ADDED TABLE I & SHEET 2. STAn OF -05'001 (COA # 29779) 2428 OLD NATCHEZ TRACE 5 UPDATED ELEVATION MEW TRAIL, CAMDEN, TN 38320 6 UPDATED TO 7TH EDITION (2020) FSC PH. 941-380-1574 MIN.EDGE DIST INSTALLATION ANCHOR, SEE TABLE 1, SHEET 2t---1 SEE TABLE 1. SHEET 2 SUBSTRATES BY SILICONE CAULK (EXT. PERIMETER) (@ HEAD 11/4- MAX. SHIM 4� SILICONE CAULK SILICONE CAULK (INT. PERIMETER) (EXT. PERIMETER) SUBSTRATE_ BY OTHERS TSILL DISCLOSURE STATEMENT _,I'. document Is the Propertyofsjrr�Windows, which stains oh propistory ..d other rights to its subject matter. This d—t is provided to the recipient on the expressed —fifi- th.t it I. not to b. disclosed rWd.-d 4, while . ,ort, nor used In —ju-tb. with the d..fgn, rr—facture or ,.poi, of goods for -y-e other thou Simonton Windows without it. con Sent. This restri.Up. does not ffmit the —Ipi-t's riot. to WRI.. IhIor—H- —tl..d In this document which is PnIpsriy obtoirso from —other — MIN. EMBED., SEE TABLE 1, SHEET 2 - SILICONE CAULK (1NT, PERIMETER) 1/4- MAX. SHIM SUBSTRATE - BY OTHERS INSTALLATION ANCHOR, SEE TABLE 1, SHEET 2 MIN. EDGE DIST.J- SEE TABLE 1, SHEET 2 MIN. EMBED. SEE TABLE 1, SHEET 2 (@ JAMB ffm LMH LMH ( 03/03/21 1 SILICONE CAULK (INT. PERIMETER) Tolerances SIMONTON* Dimensional Unless Othsrw'se �,QLfird 00 � I � 1 0 1 v WV26415 O.Cirmol. X ± .03 .XX ± '01 0' 30 rhh. SERIES: XXX ± 005 43-17 SINQ. TIRE: IX BUCK INS] �11 MAX. SHIM IE CAULK 'ERIMETER) HUNG MODEL DESIGNATION: Simonton Single Hung Series 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: 9 x GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.120' TABLE 1: INSTALLATION FASTENERS TABLE A- rY�Vpl,+ ]"11014rIll", V �,*W4 LUCAS A.3/03/2021 TURNER, P.E. FL RE # 58201 , No, Sa2ol TURNER ENGINEERING & a* X_*�- Z E - CONSULTING, INC- ?4 (COA # 29779) 2428 OLD NATCHEZ TRACE till TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN- ED'fi DISTANC A CONCRETE (2 KS MK) 3/16- mill TAPCON 1-1/2- 1-1/8" HOLLOW OR GROUT -FILLED CMU 3/16- JTW TAPCON 1. 2" (117 PCF MIN.) C 2X MIN. SOUTHERN PINE WOOD 3/16- ITW TAPCON 1-3/8" 7/8" D 2X MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 7/8- G=0.55 — 16 _ (0.060-) MIN- STEEL J10-16 ITW TEKS_FULL THREAD 1/2- STUD. 33KSI YIELD MIN. SELF -DRILLING SCREW F 1/8" ALUM. 6063-T5 MIN. OR #1OGRADE 5 SELF -TAPPING/ FULL THREAD '2' 1/8" STEEL 36 KS] MIN. DRILLING RILLIN SCREW REVISIONS: REVISED BY: DATE: jPDATED SIZES PER NEW Tl!grw—U-�AN Ama T.O.D. 11130111 40TES 15 & 16. JPDATE ANCHOR NOTES LMH 05/17/15 ADDED TABLE I & SHEET 2. LMH 11/26/18 )PDATED ELEVATION VIEW LMH 11/08/19 JPDA7ED TO 7TH EDITION (2020) F6C LMH 03/03/21 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 -to -center spacing of 3" shall be maintained between all Elco Littracons in any direction. 4. 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 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 properly 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, or other 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". Shims shall be load -bearing and capable of transferring loads 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 penetration 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 wood screws only, 13. Products shall be constructed as specified in test reports D0299.01-501-47-rl, C7743,01-109-47-r0, and C0835,01-109-47-r0, by Architectural Testing, Inc. 14. Designation "X" is for Operable Panel and "On is for Fixed Panel 15. Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8" deep. DISCLOSURE STATEMENT This document Is the property of Simonton Windows, which retains oil proprietary and other rights to its svbk.t matter. This d—rosert is provided to the recipient on the expressed -dition that, It is not to be dill losad, -preahl-al in whds . sort, nor used In collprotion with the design, momfocture or repair of goods for anyone other than Simonton Windows without it, consent. This rearmti- does net limit the recil,leat's nights to utiilze Information —tabled h, this rili—m which I. properly obtained from another source. Dime-lond Toder—es SIMONTON' Uniga, Otherwise Specified 00 w i 1 1) 0 1 1 A-- Pon-b WN 26415 astimala Angles A t .03 FIT 1 rof I Xx t '01 D' 30 min. SERIES; .xxx ± .005 43-17 SING. IX BUCK INSTALLA71ON BCIS Home Log In User Registration Hot Topics : Submit Surcharge dProduct Approval b or USER: Public User ,Erx1Cep t Approval Menu > LmductoA p cation Search ARpI cation ust > Application Detail _pj_ >_ _ FL # Application Type Code Version Application Status Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL15534-R5 Revision 2020 Approved Simonton 5020 Weston Parkway Suite 300 Cary, NC 27513 (614) 307-3278 luanne.harris@cornerstone-bb.com Luanne Harris Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org OUR. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Architectural Testing, Inc., an Intertek Company 12/31/2023 Scott Wolters, PE Validation Checklist - Hardcopy Received LL155�4_a5 C EvjRgp -PfVIQQ51 f _ :QL_,�j_ _Qll_ _—XfLpd Referenced Standard and Year (of Standard) 5XalL4a -K rA Y-e TAS 201 / 202 / 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELj553A_A5Eq. gv _P5— pL�VC-Analy is.5M qx:- � Sections from the Code Product Approval Method Method I Option D Date Submitted 10/01/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/23/2020 Date Approved 12/15/2020 ;um of Products FL #s Model, Number or Name Description 15534.1 20634 Aluminum with VPI-436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Medium Mullion Cover Aluminum Reinforcement (HVHZ) .... . .. .. Limits of Use Installation Instructions Approved for use in HVHZ: Yes E.115534 R5 _1TRMQ052HVHZr5.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE #58201 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: Mi50e-frrTjY6tt7R-ating: Large M20_52EKffZL5_p f Created by Independent Third Party: Yes 15534,2 1, 16991 Aluminum with VPI-354 Vinyl I Stormbreaker Plus 300VL Vinyl Mullions with Large Aluminum I Mullion Cover Reinforcement (HVHZ) Limits of Use Installation Instructions Approved for use In HVHZ. Yes FL15534 R5 II RM0051r8,p f Approved, outside HVHZ. Yes Verified By: Lucas A, Turner PE #58201 ImpalaR�'iiiistant: Yes s Created by Independent Third Party: Yes --D*s_ign Pressure: N/A Evaluation Reports Other: Design pressure ratings vary by unit and mullion size. ELI 253 _?4 5 AE R-gppLt __REj1aL _RMD_Q,_:Lrpd_f Missile Impact Rating: Large Created by Independent Third Party: Yes 15534.3 i 20634 Aluminum with VPI-436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Medium 1 Mullion Cover Aluminum Reinforcement (Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ: No 3 EL15534 R5IIRM0052,L6_p_df Approved for use outside HVHZ! Yes Verified By: Lucas A. Turner PE #58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Design pressure ratings vary by unit and mullion size, I EL�15531 R5 AELEva1Rep(Lrt-RMQQ52r6,pJ_f Missile Impact Rating: Large Created by Independent Third Party: Yes Contact Us :: 26g1 81air Stone Road, allAhU e FL 32399 Phone: 85,9-487-1824 The State of Florida is an AA/EEO employer. _QpyXj9bt_Z407-2Q13 5j4t to of FloridaEdysagy .51AIg rogn_t &g �iity__a�t 9_QWad_51at2m_P_a_t Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850,487.1395, *Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ere , Product Approval Accepts: MWWE�E Credit Card safe 11=01= *�.,m ., 1 COCHRANE AVE. PENNSBORO, . 26415 PH. 800-426-2249 STORMBREAKER PLUS 300VL SERIES EXTRUDED IMPACT RESISTANT VINYL MULLIONS WITH LARGE ALUMINUM REINFORCEMENT {HVH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 7TH EDITION (2020) FLORIDA BUILDING CODE REQUIREMENTS INCLUDING HVHZ. 2. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE WINDOW SYSTEMS. 3. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BUILDING CODE REQUIREMENTS. 4. ADEQUACY OF EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT INSTALLATION. 5, 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 7. THIS PRODUCT DOES NOT REQUIRE AN EXTERNAL IMPACT PROTECTIVE SYSTEM IN WINDBORNE DEBRIS REGIONS, AND IS APPROVED FOR USE IN WIND ZONE 4. PARTS LIST NUMBER DESCRIPTION PART NO MATERIAL 1 LARGE MULLION COVER VPI-354 (MP0232) PVC 2 LARGE MULLION REINFORCEMENT 16991 6063—T6 3 BASE PLATE STEEL 4 MULLION L—BRACKET STAINLESS STEEL TABLE OF CONTENTS PAGE NO DESCRIPTION 9 GENERAL NOTES, PARTS UST AND CROSS SECTIONS 2 ELEVATION AND DESIGN PRESSURE CHARTS 3 MULLION DETAILS & SILL CROSS SECT{ONS 4.491- 0.52s' 3.239" 1 I ;9 o 0 RETROFIT FRAME MULLION (-1)LARGE VINYL MULLION COVER #VPI - 354 (MP0232) EXTRUDED VINYL .070" MIN. MULLION COVER 4.150• ---{ � s.soo" 1 ( ! 0.275' o Q LARGE MULLION REINFORCEMENT #i16991 ALUMINUM 6063-T6 #10 X 1 1/8" SELF TAPPING SCREWS SPACED PER APPLICABLE WINDOW PRODUCT APPROVAL #10 X 1 1/8" SELF TAPPING SCREWS SPACED PER APPLICABLE WINDOW PRODUCT APPROVAL 2 MULLION REINFORCEMENT #10 X 1 1/8" SELF TAPPING SCREWS SPACED PER APPLICABLE WINDOW PRODUCT APPROVAL COVER #10 X 1 1/8- SELF TAPPING SCREWS SPACED PER APPLICABLE WINDOW PRODUCT APPROVAL MULLION REINFORCEMENT DOUBLE HUNG HORIZONTAL CROSS SECTION PICTURE (FIXED) HORIZONTAL CROSS SECTION IEt§lIJ1z tr ,HOC �+�, Lucas Turner SiI�ON TON" oB ' No 58201 Coh c� 2020.09.28 [' aystxmo, %k V 2,5415 12:12:45 '' 9/28/2020 SCALE: EFT. APf r+ TAT > �LtOAS MT 1 f 3 _45'00' % = ,+p �. A. TURNER, P:E FL PE #58201 SERIES. «3� ..wPNFS2 FNC.IhIFFRtiJr Fe ('fMlGi if TIWf. Wf �........,.,, .,..... W,"~...~~. 800-426-2249 STORIVIBREAKER PLUS 300VL SERIES EXTRUDED IMPACT RESISTANT VINYL REINFORCEMENT (HVHZ) MULLIONS WITH LARGE ALUMINUM NOTE: The pressure charts show the design pressures for the selected mullion span and panel width for achieving bending nopocity, deflection and concentrated load limits specified in the Florida Building Code, 7th Ed, (2020) edition. Adhere to fastening instructions provided in this document to achieve the tabulated design pressures. DIRECTIONS: Select the module width and mullion span from the chart to determine the allowable design pressure for the product. When panel sizes ore not equal on both sizes of the muUion, use the larger of the ponnl widths from the chart. DESIGN PRESSURE CHART FOR MULLING UNITS IN PSF, MULLION #16991 THE LOWER OFTHE WINDOW DESIGN PRESSURE (SEE SEPARATE APPROVAL) OR MULLION DESIGN PRESSURE SHALL APPLY mTHE ENTIRE ASSEMBLY. srr ONT.owra o, i COCHRANE AVE. PENNSBORO, WV 26415 PH. 800-426-2249 STORMBREAKER PLUS 300VL SERIES EXTRUDED IMPACT RESISTANT VINYL MULLIONS WITH LARGE ALUMINUM REINFORCEMENT (HVHZ) 5.ar o.s3' k }2 ALUMINUM REINFORCEMEI DETAIL A 4.s r FOUR (4) 0.2500 HOLES (3) REINFORCEMENT BASE PLATE DETAIL 060" MIN. STEEL ® MULLION TWO (2) 0.2590 HOLES L—BRACKET 1 I MULLION L—BRACKET O LARGE 076" MIN. STAINLESS STEEL MULLION COVER Sri ®41- MULLION BASE PLATE (3 BASE PLATE L—BRACKET D EXTRUDED VINYL MULLION COVER (4Q L—BRACKET fl ALUMINUM MULL REINFORCEMENT O SEE NOTES BELOW AND MANUFACTURER'S ATTACHMENT INSTRUCTIONS FOR ATTACHING REINFORCED MULLIONS TO WINDOW UNITS ANCHOR NOTES: 1) To achieve the required design pressures, adhere to the fastener requirements below. 2) INSTALLATION TO WOOD (G=0.42 MIN): Four (4) #10 wood screws for each base plate with min. 1-1/2" embedment and min. 7/8" wood edge distance. 3) INSTALLATION TO CONCRETE/MASONRY: Two (2) screws for each base plate in outermost holes. In grout —filled CMU block (ASTM C-90 Compliant) use 1/4" Elco Ultracons with 1 3/8" min. embed. to block and 1" min. edge dist. with min. 1-1/4" embedment. In solid concrete (2.85 ksi min.) use 3/16" ITW Topcons or 1/4" Elco Ultracons with 1 3/4" min. embed to concrete, and 1 1/8" min. edge dist. G) LARGE MULLION COVER BASE PLATE TWO CONC/MASONRY ANCHORS,e, SEE ANCHOR NOTE 3 �1iglstr�f1 q EMBEDMENT, Y r ° dm SEE NOTE 3 { No 58201 VERTICAL SECTION Cis SILL Au � MASONRY STATI ' w (SUBSTRATES BY OTHERS) ,'�tr FOUR ##10 SCREWS EXTRUDED VINYL MULLION COVER (�)L—BRACKET L—BRACKET IS ATTACHED TO VINYL MULL COVER & MULL REINFORCEMENT USING TWO (2) RIVETS OR BARREL NUTS, 2 ON EACH L—BRACKET REFER TO TABLE 1 PAK—WIK SPACER 1" X 1 /2" X 1/4" THK. MAX. (4) REQ. (2) AT TOP AND (2) AT BOTTOM flL—BRACKET SEE NOTES BELOW AND \J � MANUFACTURER'S ATTACHMENT 15" MIN. INSTRUCTIONS FOR ATTACHING EMBEDMENT REINFORCED MULLIONS TO i WINDOW UNITS ASSEMBLED MULL AND ATTACHMENT VIEW VERTICAL SECTION @ SILL WOOD APPLICATION (SUBSTRATES BY OTHERS) TABLE 1 (MULLION ATTACHING HARDWARE) RIVET 5/16" DIA. STEEL RIVET WITH A GRIP LENGTH OF .50 MAX. BARREL NUT #10-24 OR #10-32 STAINLESS STEEL BARREL NUT, 5 16 O.D. k .25" LG WITH .125 MIN ENGAGEMENT