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Home My WebLink About23-6430it of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-006430-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06/21/2023 t 13 26 210140 00000 0500 39713 Meadowood Loop MR Name: KRISTINE HIRES Permit Type: Add/Alter (Residential) Contractor: HOME PERFORMANCE Class of Work: Add/Alter Residential ALLIANCE INC Address: 39713 Meadowood Loop Building Valuation: $3,825.00 ZEPHYRHILLS, FLORIDA 33542 Electrical Valuation: $1.00 Phone: (813) 780-7178 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $3,828.00 Total Fees: $59.12 Amount Paid: $59.12 ? 7 Date Paid: 6/21/2023 12:13:42PM 0 . .... . REPLACE 2 VS S/S f Building Permit Fee $59.12 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the Initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. * MF= 1=1� Complete Plans, Specifications add fee Must Accompany Application, All work shall be performed ir accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR S16VWRE PEfIT OFFICEC) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Owner's Name 9;�s±iifqq. 4 ja&�7 Owner Phon mber eNu Owner's Address 1:3q -+1,3WfJ00 WO& 1,A010 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB "DRESS MCA4 WOW -4 LOT # SUBDIMION PARCEL ID#ktk�� D I NOTICE) WORK PROPOSED N1W CONITR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK a&& -saefiaiae 1W BUILDING SIZE I SQ FOOOTAGE HEIGHT [:= vcv, tABUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESSENERGY =PLUMBING =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS 1 ::1 FLOOD ZONE AREA =YES NO *4- BUILDER COMPANY SIGNATURE 7Zo.� REGISTERED /N Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N Address License# PLUMBER COMPANY SIGNATURE REGISTERED YIN _J FEE CURREN I Y/N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Address License# OTHER COMPANY SIGNATURE REGISTERED L__Y_LN _J FEE CURREN L_y LN Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) Complete sets of Building Plans plus a Life Safety Page; (1) set of Energy 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 clumpster. 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 $7500) - Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 0 Kristine Hires I� 531362 Last Revision Date: 0918 Page 3 of 6 . loan dccs signed a, Suu n fl, g h t Paper doe NOT signed at Site lnsipecti�ar, Site inspection oc5 NOT na"d at Site Inspe cn- E docs sipned at S:te lnsp,al�, Last '2023 Date Approved: Monday,May 22, 2023 Please get change order signed. Date measured:red, My Florida Safe Horne No Date lnspec' tilon Schedulded For Velocity in MPH 137 531362 Wind MPH 531-362 Ap icant Kristine Hires Frame Type On NOC a On Loan a i I Applicant Phone/Email (813) 780-7178 Exterior Siding S-ha 0 �C Aipplican On 2 On Not, On Loan Year Built 1985 — Co -Applicant Phone/Email Contract Date & FOR 5/20/2023 5/25/2023 Bucking Req Color tic I C, � Home Address City, State Zip 39713 Meadowood Loop ----------_--------- ---------- —Zephyrhills, FL 33542 Grids C) Frosted County Pasco Impact Sales Rep Joe Pigozzo Non -impact Phone Number Job P si, (727) 599-9765 Window Shields Door Shields V ase: I No No td 8 P, Cust.Ini$ Customer agrees to the above ti 4 7 10 11 12 13 14 15 16 17 18 19 20 Customer Signature: AIA4 A AW-k Date: 61 Doyou have anHOA; Yes or N Do you live in a Flood zone: Yes or No (Ple—dirde ore) Measured B /c/ Date Measured: Pd r LO Last Revision Date: 0918 Page 1 of 6 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division --Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'Contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES 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 1, the applicant, have been provided with a ropy 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 W" 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 Ve'111117 MnTle4= FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR ' Subscribed and swom to (or affirmed) before me this Subscribed and swom irmi5rd) before mthis--by Who is/are personally known to me or hasthave produced Who' r n 11 known to me or has/have prodbodb as identification, as identification. Notary Public Notary Public Commission No. Commission No. AA — typed, of Notary typed, printed or stamped Name of Notary ty d, printed or tei�mpe�J�� Notary Public State of Florida Frank Thompson My Commission HH 301255 Expires 8/1512026 Permit No. Parcel ID No 13-26-21-0140-00000-0500 NOTICE OF COMMENCEMENT State of Florida County of Pasco THE UNDERSIGNED hereby gives notice that improvement will 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. Description of Property: Parcel Identification No. MEADOWOOD ESTATES PB 15 PG 106 LOT 50 Street Address: 39713 MEADOWOOD LOOP ZEPHYRHILLS, FL 33542 2. General Description of Improvement r Size 3. Owner Information or Lessee information it the Lessee contracted for the improvement: HIRES KRISTINE 39713 ME WOOD LP ZEPHYRHILLS FL Address - City State Interest in Property: 100% Name of Fee Simple Titleholder. " (If different from Owner listed above) Address City State 4. Contractor: HOME PERFORMANCE ALLIANCE Name 1780102 NO AVE N'SUITE 500 ST PETERSBURG FL Address City State ti Contractor's Telephone No.: (727) 638-4140 5. Surety: Address Amount of Bond: $ Lender. iName Lenders Telephone No.: City State Telephone No.: city State Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Name Address City State Telephone Number of Designated Person: 8, In addition to himself, the owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO z�- Signature of Owner or Lessee, o Owner's or Lessee's Authorized OfficarlDirector7ParinerlManager yr Signatory's Title/Office {� g The foregoing instrument was acknowledged before me this dY� day of, 20Aby as ®wM'G (type of authority, e.g., officer, trustee, attorney in fact) for (name f psrty on behalf of whom instrument was executed). Personally Known ❑ OR Produced Identification u Notary Signaturel? Type of identification Produced 'FI 1% I N k!oj�' S i 3 ^� 1' Nama (Print)'d '153-a Notary Public state of Florida John T Mils 1tt1 My Commission HN 388881 Expires �199/2027 wpdataJbcsinoticecommencoment_pco53048 rid Product Approval USER: Public User RL99M9-APPUQY§LM-eM > Product 2r-6QPjlcajQD- Search - > AjagjQtttqQ_= > Application Detail FL # FL15819-R11 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Staunton Avenue Parkersburg, WV 26104 (304) 485-7460 Ext 228 dgeorge@wincorewindows.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg, WV 26104 (304) 485-7460 Ext 228 mreed@wincorewindows.com Quality Assurance Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg, WV 26104 (304) 485-7460 Ext 228 mreed@wincorewindows.com Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ( j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2023 Validated By Ryan J. King, P.E. OA Validation Checklist - Hardcopy Received Certificate of Independence qendLr(;g-p(ff Referenced Standard and Year (of Standard) 51AMOALd Year AAMA/WDMA/CSAIOI/I.S.2/A440 2008 AAMA/WDMA/CSAIOI/I.S.2/A440 2005 AAMA/WDMA/CSAIOI/I.S.2/A440 2011 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1886 2013 https://www,floridabuilding.org/pr/pr�_appjtl.aspx?param=wGEVXQwtDqueql%2bT71%2fFlwU8LHU%2fv%2fsYI%2f9P73ykqffZ4FMNKoRuow%3d... 1/3 1/3/23,10:56AM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online ASTM E1996 2014 ASTM E1996 2006 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect Method I Option D 07/07/2020 07/13/2020 07/20/2020 10/13/2020 FL # Model, Number or Name I Description — Extruded PVC'Dou`b� a. 8400 Series Vinyl Double H,�,ngE d-d PV le Hung Window with "Non -Impact" 8 -tru ' 0. Insulated a 15819.1 �Wmdow Insulated PVC Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS819 R11 II (Mjng_1521"i2ff 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 15819.1 for Design Pressure Ratings, any EL15812R_1_1 AE_(,d)_Lta_l _15819.1.p-df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.2 b. 8800 Series Vinyl Double Hung Extruded PVC Double Hung Window with "Impact" Insulated I Window I Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5819 R11 II (d Pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.2 for Design Pressure Ratings, any pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.3 c. 8800 Series "HVHZ" Vinyl Double Extruded PVC Double Hung Window with "Impact" Insulated I Hung Window I Glass Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15819 R11 II ( ) Inst 15819.3.Qdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.3 for Design Pressure Ratings, any Qdff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.4 d. 400 Series Vinyl Double Hung Extruded PVC Double Hung Window with Nailing Fin - "Non- i Window I Impact" Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ. No ELjaaj2_RLLII (j,)jD5LL5Qj9_4.pdf 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 15819.4 for Design Pressure Ratings, any EL15312_K11 A additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.5 e. 500 Series Vinyl Double Hung I Window Limits of Use Approved for use in HVHZ: No Extruded PVC Double Hung Window with Nailing Fin and Integral "J" Channel - "Non -Impact" Insulated Glass Installation Instructions �1.�.pdf https://www.floridabuilding.org/pr/pr�_app_dti.aspx?param=wGEVXQwtDqueq1%2bT71%2fF1wU8LHU%2fv%2fsYI`/`2f9P73ykqffZ4FMNKoRuow%3d... 2/3 1/3/23, 10:56AM 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 15819.5 for Design Pressure Ratings, any FL15819 R11 AE (d} Eval 15819.S.pr�lf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.6 f. 5400 / 5400S Series Vinyl Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15819.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Extruded PVC Double Hung Window with "Non -Impact" Insulated Glass (Double Strength Glass with Reinforced Sash) Installation Instructions FL15819 R11 II (A) InSt 15819.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15819 Rll AE (d)Eval LU12 .pdf Created by Independent Third Party: Yes 15819.7 g. 5400 / 5400S Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" Hung Window Insulated Glass (Single Strength Glass with non -reinforced Sash) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15819 R11 II (t) In115812 .7.pdf 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 15819.7 for Design Pressure Ratings, any off additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.8 h. 7700 / 9000 Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact' Hung Window I Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15819 R11 II (Ai) Inst 15819.8.p_o_f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.8 for Design Pressure Ratings, any FL15819 R21 AE {dJ Eval 15819.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.9 I. 7700 / 9000 Series Vinyl Double Extruded PVC Double Hung Window (Reinforced Sash) with Hung Window I "Non -Impact' Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No FL15BI2 Rll II (d In > i 819.9-Of 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 15819.9 for Design Pressure Ratings, any FL15819 R11 AE (d) Evai 15819.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8_59_487-1824 The State of Florida is an AAJEEO employer. QRyri yht 2007-2013 State of Flgrjda. :: Privacy5.tatement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg_. nI https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquegl %2bT71%2fFlwU8LHU%2fv%2fsYl%2f9P73ykgffz4FMNKoRuow%3d... 3/3 t!f# + f I # s s .. • r # FREE mmicm t sLug + . e.. a r ,::: t i 1 r e r. a. y .: t o :. f 4 .#• e.. ' 0 b # i # i f # 4. A • f f ` ..:: f .�� r. � : 1 ,. !: •. 1:: t. .: ! tl i ' f t m i. i' • s _#`s. p. Ar.. •."#f r ! i.. - E. rf :. t. 1 4 e + e e , Nicoll Verficd cross ... .a s e • ® r Ir # ' r s ytr `` r F.5 9 G 3 EMI, (TYP.) HMERIOR SEE DETAIL i %,� �J o: z / G1 G2 5 z v o X o 2 7 24 0 °//rrl+ oss o° 3 0 o E z 6 =o a®cw _ UW {j 8a ra �a maa / (TYP.) vZ DETAIL 1 G1 G 6 4 16 w EXTERIOR E � � Jo 2 HORIZONTAL CROSS SE ON 2 Shown direct to masonry00 w n EJ O 2 3 �3.38 0 3 3 (TYP.) 1-114"MIN. all ai EMB. (TYP.) J m E INTERIOR G2 SEE DETAIL 1 1 C SEE DETAIL I D C` n F C 1 5 GI G2 INTERIOR G1 5 N ry U z z 1-1/4"MIN._ �oo.Zov�wi o EMB. (TYP.j � ILI w w am- ® O t❑j j K Z LI❑lI O tyh tOh� W Q p 0 N N Q ° M14Y u}•— W � s . Z G1 G2 6 4 16 AZ ° 16 r 6 DATE: 6/23/14 z {~4/i EXTERIOR SCAUN.T.S. D EXTERIOR E DWG. BY: JK �t NORFZON7AL CROSS SECTION �} HORIZONTAL CROSS SEC17ON �" � LFs 3 2 Shown w/ 2X buck 2 Shown w/ 1X buck °AFL 15WING � v -8t8.8 0 SH -L C, 5 / ® ? 6 m 6 `ftat 'stt o 6 m oa••a C) E Eo z_ oZ� q _rn m 9 Gu C, MA 6 a. p�, . m 26. V h z £ `o z ui m o° 3la 0 O C 3 Y 3 w 3 z O 19 G2 GI 12 16 INTERIOR > CCn EXTERIOR o �o 0 IIJI O 11 — 16 G2 ^ o G1 12 0 G2 G1 2? EXTERIOR / INTERIOR a a 21 20 17 2R (6 ��/// 16 m 2 PER LOCK u U 0 2 PER KEEPER 22 WEEP 2 27 m HOLE 7 ® 17 oN ^ w _C — C 2f 28 o N v o 6 - z G�) z CDgam} } WEEP —_� u ��y� a w 4 z o 7 l b U ^ IHOLE CD 0 CD ✓ �J k ro¢~ t ooZFow yr 6 G1 G2 E E oZ� Z)10r1 z EXTERIOR INTERIOR N z ENS j 0 0^ N Q 1 VERTICAL CROSS SECTION %2� VERTICAL CROSS SECTION / 3� VERTICAL CROSS SECTION h � n _ � � y Shawn w/ 2X buck $ Shown w/ 2X buck $ Shown direct to masonry o z t1PJE: 6123114 z scam, N.T.S. o ovac, ev: JK m CHK. at: LFS 3 oftw NG Na FL-15819.8 !0 SHEET 3 of 5 N 0 C} ° 6 k y r N : d z` 5MAX. O4 °• a�" om m11 P) �-, 6. j1YP.) �r :D > ri z !'l IItt4 ° Z o m I'l —� o 0 a an 00. �a maaT 2XJ IX p IXBUCK °g oz 2X BUCK BUCK n en � MASONRY BUCK TYP. ASONRY o j o 3?a _3 TYP. FRAME FRAME — } MASONRY g ° MASONRY OPENING OPENING a MASONRY OPENING ao zx o rn m ® YR UW ^ c O a � BUCK ANCHORING FRMEANCHORING FRAMEANCHONNG 0 2X Buck I X Buck v Direct to masonry m m m Oh wit S O N U O y Z Z a �Qaao O CONCRETE ANCHOR NOTES: ^ ° I. Concrete anchor locations at the comers may be adjusted to maintain the min. a z o oedge distance to mortar joints. w 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to a o maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. O ^ 0 3. Concrete anchor table:V.17WAR-MMY. M. m O O O N N Q ^ d J qo ^mrn •-ro z K Z w DATE: 6123114 z z SCALE � N.T.S. � on, By, JK m o cruc By, LFS WOOD SCREW INSTALLATION NOTES_ DRAYS ao,; ItI. Maintain a minimum 518" edge distance, I"end distance, & I"o.c. spacing of FL— t 58 7 9.8 wood screws to prevent the splitting of wood. N SHEET 4 ar 5 v • ` *� ' III' BILL OF MATERIALS ITEM ¥ DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4° X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR H LLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #8 X 2" PAN HEADITRUSS HEAD WOOD SCREW (1-3/8" MEN. EMBEDMENT) STEEL G 1 /4" X 2-1/4" PFH ELCO OR TTW CONCRETE SCREW STEEL 1 FRAME JAMB* (DH 7701) PVC 2 SILL* (DH 7703) PVC 3 FRAME HEAD* (DH 7701) PVC 4 UPPER SASH STILE* (SE 3035) PVC 5 LOWER SASH STILE* (SE 3045) PVC 6 GLAZING BEAD* PVC 7 KEEPER RAIL UPPER SASH` (SE 3034) PVC 9 LOCK RAIL LOWER SASH* (SE 3046) PVC l I TOP RAIL UPPER SASH* (SE 3037) PVC 12 BOTTOM RAIL LOWER SASH* (SE 3047) PVC 16 WEATHERSTRIP ULTRA FAB .270 PILE - 270 -1875B 17 WEATHERSTRIP SILLBULB (AMESBURY 32690) 19 HEAD ADAPTER* (DH 3005) PVC 20 LOCK 8513 / 8845 LAWRENCE PVC 21 KEEPER 2700 - 214 LAWRENCE PVC 22 #8 X 1" PFH (VINYL LOCK SCREWS) STEEL 23 #6 X 1-1 /7' PFH (VINYL LOCK SCREWS) STEEL 24 TOP SASH TILT LATCH - ASHLAND PVC 28 PIVOT BAR - CALDWELL 29 #8 X I /2" SELF TAPPING PPH SMS STEEL * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". c6 2 3 T F E HEAD &IAMB 2 Stu ®� 0.175' —1 m [n p CC N { o 000z Jn cj i 1 2i" o o m GLAZING BEAD KEEPER RAIL o iB w 5 Bottom 7 Upper Sash ol^ m o o 0 o a 1.66" ►f h a.or' 0 � 9 LOCK RAIL Lower Sash 1 /2" GLASS BITE 1 J7' GLASS BITE i{16"X1JT � 1Ji6"X1(T GLAZING TAPE 7{8" THICK GLASS GLAZING TAPE j*7,,1,WTHICK GLASS `1{8 ANNEALED 1J8°ANNEALED 0.030"SaflexoPVBINTERLAYER AIR SPACE 1/WANNEALED �1/9'ANNEALED 1/8"ANNEALED INTERCEPT SPACER TSPACER GLAZING DETAIL G' (See General Note 3, Sheet]) G2 GLAZING DETAIL (See General Note 3, Sheet 1 } 2.04 -�{ I CD 0.07, - 4 1.47' i- =a; 11 TOP RAIL, Sash W� SCALE: N.T.S. M. BY: JK 01K. ev: LFS FL-15819.8 :ET 5 or 5 1/3/23, 4:53 PM 3CIS Home j Log In ! User Registration Hot Topics t Submit Surcharge I Stats & Facts j Publications Contact Us j 3CIS Site Map j Links Search Product Approval On"ez, Ounno r * USER: Public User EMqWC: AQQEQX&Men_U > RaWgQt or Al2MIQDM SQWh > &WMAUgla= > Application Data H FL # FL16542-R5 Application Type Revision Code Version 2020 Application Status Approved 16542.4 Comments Archived IL"'J Product Manufacturer Wincore Window Company, LLC Address/Phone/Email 250 Staunton Avenue Parkersburg, WV 26104 (304) 485-7460 Ext 228 dgeorge@wincorewindows.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category ET do S Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lyndon F. Schmidt, RE. PE-43409 National Accreditation and Management Institute 12/31/2023 Ryan 3. King, P.E. Validation Checklist - Hardcopy Received IKtd -(�-.0f &UDAeDS 5MD&WA AAMA 450 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect ELjkajZ_B5 Eqgi_v_qfStan dALdg-(k),� Year 2010 2005 2006 2002 1994 Sections from the Code https://ww-w,floridabuilding.org/pr/pr�_app_Atl.aspx?param=wGEVXQwtDqvqqu2w%2bnFgUNllWzTlEbZFBgcbys%2b531FFjsV%2fMuz5og%3d%3d 1/3 1/3/23, 4:53 PM Florida Building Code Online Product Approval Method Method I Option D Date Submitted 07/08/2020 Date Validated 07/12/2020 Date Pending FBC Approval 07/20/2020 Date Approved 10/13/2020 Summary of product FL # Model, Number or Name Description 16542A a. "TMP-2603" Vertical Clipped Extruded Aluminum Vertical Clipped Mullion for use with Mullion impact and non -impact window products in Masonry or Wood/Steel Stud Openings Limits of Use Installation Instructions Approved for use in HVHZ: No EL16542_B5 JL_(_q)jDg�4 2. 1.p_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16542.1 for Design Pressure Ratings, any &L(j�R (k)_KygLLQ542.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16542.2 b. "TMP-2603" Vertical Clipped Extruded Aluminum Vertical Clipped Combination Mullion for Combination Mullion use with impact and non -impact window products in Masonry or Wood/Steel Stud Openings Limits of Use Installation Instructions Approved for use in HVHZ: No ELlk5iZ-R5-IL-Sh)_WgLlk542_L-W-f Approved for use outside HVHZ. Yes Verified By: Lyndon R Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16542.2 for Design Pressure Ratings, any fL1k542-R5—AE-(12)-Lv-dl-1§542_2 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16542.3 c. "TMP-2603" Horizontal Clipped Extruded Aluminum Horizontal Clipped Mullion for use with Mullion impact and non -impact window products in Masonry or Wood/Steel Stud Openings Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16542.3 for Design Pressure Ratings, any EL1_6542 RS�� h)_Eygt�42.3.p_df_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16542A rd-"TMP-2603" Horizontal Clipped j Extruded Aluminum Horizontal Clipped Combination Mullion Cmbination Mullion Combination for use with impact and non -impact window products in Masonry or Wood/Steel Stud Openings Limits of Use Installation Instructions Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 16542.4 for Design Pressure Ratings, any &Ik542 _25Ak_(j2) i654A f L_p�_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16542.5 e. "TMP-2603" Vertical Clipped Extruded Aluminum Vertical Clipped Mullion for use with Mullion impact and non -impact window products in Masonry or Wood/Steel Stud Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes Eu6542 R5 I ( T i f i 542 R�Lf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16542.5 for Design Pressure Ratings, any ELI�E42 R5 AE J2)_kygLjkL4 _2._1j. p.if additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvvtDqvqqu2w%2bnFgUN 1 lWzTlEbZFBgcbys%2b531 FFjsV%2fMuz5og%3d%3d 2/3 1/3/23, 4:53 PM Florida Building Code Online 16542.6 f. "TMP-2603" Vertical Clipped Extruded Aluminum Vertical Clipped Combination Mullion for Combination Mullion use with impact and non -impact window products in Masonry or Wood/Steel Stud Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes ELI_65AL_R5 II CWJD_* 42.6.p _�� _df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 16542.6 for Design Pressure Ratings, any ELjfi5AL_9L_A_E_(b)_LXdLL6 E4 2 & p_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16542.7 g. "TMP-2603" Horizontal Clipped Extruded Aluminum Horizontal Clipped Mullion for use with Mullion impact and non -impact window products in Masonry or Wood/Steel Stud Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL1ka1LK_!LJh1Ins _1U4LLP&f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 16542.7 for Design Pressure Ratings, any fLi E(A2)_LyALj§542__7.p�Lf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16542.8 h. "TMP-2603" Horizontal Clipped Extruded Aluminum Horizontal Clipped Combination Mullion Combination Mullion for use with impact and non -impact window products in Masonry or Wood/Steel Stud Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- See INST 16542.8 for Design Pressure Ratings, any ELjk5A2R5 _AE (j2)_LvALjk54_28.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road, 85 -4 24 Phone:�7 The State of Florida is an AA/EEO employer. C2pyjjq EDvAay aLa gl :: Accessibility Statement, :: BefUnd StqL men _Lemn _ _ . .... q_l 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, FS. 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, FS., please click Product Approval Accepts: ME W in 99 E https://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqvqqu2w%2bnFgUN1 lVVzT1 EbZFBgcbys%2b531 FFjsV%2fMuz5og%3d%3d 3/3 250 Staunton Tumpike, Parkersburg, WV 26104 TMP-2603 EXTRUDED ALUMINUM HORIZONTAL CLIPPED COMBINATION MULLION GENERAL NOTES A g ............... 6, � TmW9w.v MAX = 84' 17 0 m 3.11 Is z WbodIftW SW Anchor Br=kd Masonq or Wwdlg" Stud A4csoWorWwd/3fiadSW Anchor Cffp 0ffWf Ant*" &V,-ket TW-2603WRODEDALUM VAI COMB TABLE WNY�" CUPPED MOWN-: LC O O-z' HEIGHT A ZzA.rn X. 'k . b 'K A3 2 J� 121 '419("' 101 Ar: 84 58.0 53.5 49.5 46Z 43.5 41.0 384 36S 35.0 33.0 31Z 30.5 29.0 Uk 27.0 26.0 25A 24.0 23.5 2M 22.0 21.0 20.5 20.0 19.5 z 60 1T, 62.0 57.5 53.5 50,0 47.0 44.0 41.5 39.5 37.6 36.0 30 F_32-s_F3_,_5 30.0 29.0 28.0 27A 26.0 25.0 24.0 23.5 23,0 22.0 21.5 21.0 D 'i z 32,5 31.0 30.0 29.0 28.0 27.0 26.0 25.5 24.5 24.0 23.0 2M U) OV 67.0 6ZO STS 54.0 SI 47.5 45.0 425 40.5 38.5 37.0 35.0 1 33.5 - I - P1 z 6; Z? Z _787� 72.0 67.0 62b 59.0 5C5 51.0 48.5 46.0 43.5 411 39.5 38.0 36.5 35.0 33.5 37-5 31L 30.0 29.0 28.0 27.5 26.5 25.5 25.0 24.5 11W 0. 1, % -, "6 'a SX 0 -, z 74V 75.0 72.0 67.0 6Z5 59A 55,5 515 49.5 47.0 45.0 43.0 41.0 39.5 3B.0 3X5 I F3 34.0 V-5 31.5 3OZ 29X 2&5 28.0 27.0 26-5 Z Em M 8.5 14, 51.0 L48.5 46Z 44Z 4U 41�O 3?.5 38.0 3&5 35.5 34.0 33.0 32.0 31.0 30.0 29X 28.5 E N. oil 74 75.0 75.0 73X 68.0 64.0 60.0 541 544 5 6 7t-- 754 75A 7.5.0 74.0 75.0 65.0 61X 58.5 55.5 510 50.5 48.5 46.6 44.5 410 414 37.5 X5 37.0 36.0 35.0 33,0 32.5 32.0 31,0 6 LL 0 0 0 70 29� 32 .0 tE 75.0 75.0 75.0 75.0 75.0 71.0 67.0 615 60.5 57.5 55.0 52.5 SD-5 48S 46.5 45A 43.0 42.0 40.0 39,0 38L0 36.5 35Z 34.5 33.5 j sk 7S.0 75.0 76.0 75.0 75.0 75.0 73.0 69.S ".0 63.5 60.0 57.5 S&O 53b 51.0 49A 47.0 45.S 44.0 42.5 41S 40.0 39.0 38.0 37.0 1 0 '46- 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 69.0 65.5 63.0 60.0 58.0 55.5 5-3..S 5.11.5 50,0 48.0 46S 451.0 44.0 42.5 41.5 40.0 54.5 53.0 51.0 49-5 48.0 46.5 45.5 44.0 9 :10 75.0 75.0 75.0 750 7&0 75.0 75.0 75A 75.0 75.0 72.0 69.0 66.0 63.5 61.0 59.0 56.5 5S 59.0 564 54S 53.0 51.5 50.5 49Z T 75.0 75.0 7S.0 75.0 75.0 7&0 75.0 75.0 75.0 7!L0 75.0 75.0 72.5 70.0 67.0 ".S 625 60.0 - - I 75.0 75.0 74b 71.5 69.0 6&5 64.0 610 60L5 58.5 56.5 55.0 53-5 75.0 75.0 75A 754 75.0 75A 75.0 75.0 75A 75k 75.0 75n.0 .0 DESr,1 E NOTES: El) M 1. Determine the Overall Opening Height for the two windows to be mulad together. 2. Enter the table at the Intersection of the h4ullion Length and the Overall Opening Haight to determine the mmimurn approved Design Pressure. M 0 OVERALL OPENING HEIGHT = W1 + W2 + I MULLION SPAN Optional Refer to separate window approval for quarrilly, location, ssizehead type of anchors required to fasten window frame to mullion. MAX. 84!" Geometrics Shown At rrinimum,substitute c #10-16 Self-Ddlllng SMS for each connector with of least 3 threads protruding completely through the mullion face. z LO 0 z Shown with Wimore APPROVED WINDW UMff TYPES Rxed/Picitte window Fixed/Picture Windows fromeunderseparater CD 0 approval. Casement Windows Awning Windows T Horizontal Slider Windows 0 Z Single Hung Windows 2 c==1111 Double Hung Windom SEE ANCHOR CUP DETAILS: Shown with Wincore 'a Casenmrent frame SHEErS 3 & 4 ; TM under separate 0,407' approvol. > T_ 0 = F ? - See Vertical apped Murton Approvat 10101113 1FL-1 6542. 1), If appilcoble, for design SME: N.T.S. 2.186pressure chat & connection details. owa sy; JK ew. sy: LFS GRAWNG NO, FRAME TO MUU10N CONNECTION M 3 jTMP-260UILUON FL-16542. 0 01606346 ALUM. sHEET 2 or 4 ml TIM (6) #10x I-I/T WOOD SCREWS (SEE ANCHOR SCHEDULE) 55) If 10-16 X I" PH SELF -DRILLING SMS (3 EACH BRACKET) HORIZONTAL MULLION # 10-16 X 3/N'PH SELF-DRi SMS (I EACH BRACKET) P., 2.1" 3 VERTICAL CROSS SEC770N Mullion-lo-Mullion connection —0 0 C5 Fn —0 0 C5 cs C5 2JT —0 Q T— M99— 0375' 0.375' MUWON-TO-MUWM ANCHOR BRACKEr UWON '0 MUWON WOOIIIMEI SMMD ANCHOR BRACKET (4D A.Ji —AM 2 6063-T6 ALUM. W 9M z (6) #10-16 SELF -DRILLING SHEET METAL SCREWS KJ (SEE ANCHOR SCHEDUI Notes: I , Refer to individuat window product approval for fabrIcation and instaillation requirements, Including gkrhng detalls, frame reinforcement and anchor specificatioris. 1 Mullion bracket anchoring detals shown may be used at either end of muffion- g 1110 PFH WOOD SCREW WOOD 01416SELF-MLLING A SHMErALSCREW M WALLPMRMWEADS SIRE UDE COMPEMYTHROUMGH J' MSMSUMMTE WOOD FRAMING (S.G. - 0.55) STEEL CONFORMING TO ASTM A653,16 GA., 0.060" MIN. THPCKNESS (PY = 33,003 PSI. FU = 45= PSI) SHEET METAL SCREWS ISAEGRADESMIN.J: HlLlIKWK-RaorELCODRlL-R-EX J'S .�z 0 z na 9. 0 Cw 0 M M aLL - 6 E . 0 .1j Q- vy C' P 10 00 > C� 0 mi 0 1 16Z z z 1LE: N.T.S. 0 IN 3 5 MULLION 2X BUCK (S.G. >= 0.55) STEEL (6) #10x I-I/TWOODSCREWS (SEE ANCHOR SCHEDULE) rl _\ ANCHOR BRAcKEr DETAx �4 Anchor to 2x Buck (6) #10-16 SELF -DRILLING SHEET METAL SCREWS (SEE ANCHOR SCHEDULE) 2--'\ ANCHOR BRACKET DETAIL �4 Anchor to Steel Stud Notes: 1. Refer to individual window product approval for fabrication and installation requirements, including gla2ing details, frame reinforcement and anchor Specifications. 2, Mullion bracket anchoring details shown may be used at either end of mullion #IOPFHWOODSCREW WOOD 1-3Pr #10-16SELF-DRILLING AWN.OF3 SHEET METAL SCREW STEEL SHALL PROTRUDE COMPLETELYTROUGH THESTEELSUBSTRATE 14'0 PFH HOLLOW BLOCK 1-114" 2-1/2' HILIT KWIKCON II - CONCRETE 1-1/4" 2-1/2' WOOD FRAMING (S.G. - 0,55) STEEL CONFORW94G TO ASIM A653,16 GA- OMT MIN, THICKNESS (Fy = 3300 IS, R, = 45.000 PSI) SHEET METAL SCREWS (SAE GRADE 5 MINJ: WTI KWTKFLEX a ELCO DRIL-FLEX CaNCRETE CONFORMING TO ACI 3DI (3400 PSI MIN) OR HOLLOW BLOCK CONFORMING TO ASTM C90 MIN, EMBED. MIN. I X BUCK EMBED. (S.G. >-- 0.55) )N MULLION (411 /,V 0 CONCRETE ANCHORS (SEE ANCHOR 1/4'MAX . SCHEDULE) 114"MAX. (4) Ile 0 CONCRETE ANCHORS (SEE ANCHOR SCHEDULE) ANCHOR BRACKET DETAIL r4� ANCHOR BRACKET DETAIL \,�� Anchor to Masonry thru I x Buck Anchor Direct to Masonry .......... 6 z r > P, fill �z z On . . - - 0 N 2 z E 0& f T CZ 0 Lj D, of rr-nmm LD � 0 0375 012" 0z bD� T 0.375' cv 211 a- 0 25 CL a- - 'CHANNEL Ir CHANNEL 0.11 (3) # 10-32 X 3/4" PFH MACHINE 0,1T (3) If 10-32 X 3bf PFH MACHINE S SCREWS wl LOCK NUT CREWS w/ LOCK NUT C-4 . . . . . . 9 L BASE BASE — If= i2 241 DATE: 10101113 6 6 sME: N.T.S. DIM3 MASONRY OR WOOD STEEL STUD ANCHOR BRACKET MASONRY OR WOODISTEEL STUD OFFSETANCHOR BRACKET ONG. BY. X E (606 1 -T6 ALUM.) \,fj BASE (6061-T6 ALUM-) _-LF8 V CHANNEL (6063-T6 ALUM.) V CHANNEL (606346 ALUM.) *Holes indicated to be used for wood/steel stud FL- 16542,4 installations only. Do not use for concrete screws. SHEET _:4 Of` 4