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Home My WebLink About22-4717City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-004717-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09/01/2022 00 02 26 21 0230 00000 0190 '10 11114,� EMIIM Name: CATHERINE TESSARO Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential 6951 Oakcrest Way Contractor: HOME PERFORMANCE ALLIANCE INC Address: 6951 Oakcrest Way Building Valuation: $25,778.00 #/) ZEPHYRHILLS, FL 33542 Electrical Valuation: $1.00 "0" iI 01,11, Phone: (352) 523-4432 Mechanical Valuation: $1 .00 Plumbing Valuation: $1 .00 Total Valuation: $25,781 .00 Total Fees: $168.89 Amount Paid: $168.89 Date Paid: 9/1/2022 2:16:36PM REPLACE 11 WINDOW & 1 DOUBLE DOOR S/S Building Permit Fee $168.89 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. MoEuf..—; IM71112111WAII11- a = = � � i isii 1, T, i Lj&� �� 11 11•. -•I 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. CONTRACtOR SIGNATURE PE IT OFFICEU .'rERMIT 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 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. it is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of won( 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 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 dam the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING! TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YouR LENDER oR AN ALTO EY a �o E R,CORD((a�G YOUR N�',}'�j,CE OF � MEN,�EMENT. FLORIDA JURAT (F.S. 117.03) J OWNER OR AGENT CONTRACTOR-77 Subscribed and sworn to (or affirmed) before me this Subscribed and sword to ' AaffirmeOrbef&e me this ®by by Who is/are personally known to me or has/have produced Who is/are personally k own to me or has/have prodL&(f as identification. as identification. Notary Public Notary Public Commission No. Commission No. NameofNotary typed—, printed or stamped Name of Notary typed, printed or stamped Notary Public State of Florida b ' Florida Frank Thompson m IS .10, 01 My Commission HH 301255 Commission Expires $ 811 0 L=11111! xpires 8115'1'2HO236 13 Cathy Tessaro R_ 1581q.sy $27056 FOSM/3 Last Revision Date: 0918 Page 3 of 6 Loan does signed ❑ Paper does NOT signed at Site Inspecti; a ❑ Paper does signed at site Inspection — - ❑ E dots NOT signed at Site Inspection ❑ E dots signed at Site Inspection Date Approved: Tuesday, August 9,2022 Date Measured: 1 Notes: 0/17272 Class/Design Pressure in PSF ' 45 i Wind Velocity in MPH 137 527056 ,• Applicant t -�} On NOC i 0 loan a Cathy Tessara a Frame Type gli is N" Appticant PhoneJEmail (352) 523 4432 ea2eSSaro 'maii.cCnt Exterior Siding Co- 1OnNOC On loan year Built 1999 a 4Co-Applicant Phone/Email Bucking Req Contract Date & FOR 8/09/2022 8/1312022 Color (Home Address ,City, State Zip 6951 Clakcrest Way TZephyrhills, FL 33542-----_ ____________ Grids (County i Pasco Sales Rep I Andy Cox Non -Impact 1 11bhone Number (813) 838-3268 Window Shields 11od phase Dhase: 1 Boor Shields Rehash i i"a0 Cust.I'" Customzragreestothaabove 'S a (®f 4 �P' o T ` L._ p cry y" i' l 4 s t9 GGAC I'73 / ,&�wU--M .. 5.7 '79<Z. 5" i 3 4 4�pL7t i ' 13 ' i I! 14 is J I is 17. I I8 I i 20 Customer Si nature: pate: Do you have an HOA: Yes or No <Ircie onej you live in a Flood zone: Yes or No Plea ecircicone! (Please Measured B p� Do Date Measured: Kvf n / �� f v Last Revision Date: 0918 Pagel of 11 411114WON" MIMM0011=11113M., BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map ilk Links Search d, Product Approval b'or (A USER: Public User araquq_AppL,),qi Men, > P_QjqVgt or A _p cation p j_L_ 5 r_ �ion t > Application Detail epth > �pjL �p FL # FL15819-Rll Application Type Revision Code Version 2020 158198 Application Status Approved/? 91 - 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@rwbidgconsultants.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence lft=,-QU1-pin kao-Pd-t Referenced Standard and Year (of Standard) 5tOnAard YSOT AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSAI0I/I.S.2/A440 2011 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1886 2013 ASTM E1996 2014 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method ASTM E1996 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect Method 1 Option D Date Submitted 07/07/2020 Date Validated 07/13/2020 Date Pending FBC Approval 07/20/2020 Date Approved 10/13/2020 Summary of �r�du -- --- - -------------- ---------- - -- FL # I Model, Number or Name i Description 0 15819.1 a. 8400 Series Vinyl Double Hung Extruded PVC Double Hung Window with "Non -Impact" Window Insulated Glass Limits of Use Installation Instructions Approved for use In HVHZ: No LL-15BIL-RUL 11 AIR-8-1 "U-91-pKiff 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 i fLL$3j2_RjL At__(jq)_LvA1_UM3.jp t additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.2 b. 8800 Series Vinyl Double Hung I Extruded PVC Double Hung Window with "Impact" Insulated Window 'Glass Limits of Use 1 Installation Instructions Approved for use in HVHZ: No ELM-19--R1.R Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes j Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15819.2 for Design Pressure Ratings, ELany FL1561-9- R11 AE,_(0)__Ev@1 15po _Q19,2�J _ _f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.3 c. 8800 Series "HVHZ" Vinyl Double Extruded PVC Double Hung Window with "Impact" Insulated Hung Window Glass Limits of Use 1 Installation Instructions Approved for use In HVHZ: Yes EL1581-9 RLL 11 (g)_jnSt_15M,pgf Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 15819.3 for Design Pressure Ratings, any F _LI-5819 R11 E ql 1 3 pAt additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.4 cl. 400 Series Vinyl Double Hung Extruded PVC Double Hung Window with Nailing Fin - "Non - Window Impact" Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ* No EL150-2-211 11 (g)j_n$,Lj5kU4p_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 15819.4 for Design Pressure Ratings, any I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.5 1 e. 500 Series Vinyl Double Hung I Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Extruded PVC Double Hung Window with Nailing Fin and Integral "J" Channel - "Non -Impact" Insulated Glass Installation Instructions FLI__Q19 iK11 11 _(d)-Ins 11U 15,12 f 19 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15819.5 for Design Pressure Ratings, any I fL15BL9 R11_AL_(,q y 11.5a.195.p(L additional use limitations, installation Instructions and product 1 Created by Independent Third Party: Yes particulars. i 15819.6 1 f, 5400 / 5400S Series Vinyl Double Extruded PVC Double Hung Window with "Non -Impact" i Hung Window Insulated Glass (Double Strength Glass with Reinforced Sash) 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: No Created by Independent Third Party: Yes Design Pressure. N/A 1 Evaluation Reports Other: See INST 15819.6 for Design Pressure Ratings, any fjl!�U9 RII A_E (!j)&Mal 1_581M,pfff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 EL15819 11 JL 15819.7,pof R__ jg�jjnq__ _ 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 j Evaluation Reports Other: See INST 15819.7 for Design Pressure Ratings, any i ELIFLI Oj .�� _Lyal _15819.7,pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15819.8 h. 7700 / 9000 Series Vinyl Double I Extruded PVC Double Hung Window with "Non -Impact" Hung window I insulated Glass Limits of Use 'Installation Instructions Approved for use in HVHZ. No I ELIKI _L1 -.001i —ML15819.8P dt 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 1 i EL_1AU9_K_11 _AE (d)_fm_aL_15kL9&piff additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. ----------- -- - ----------- 15819.9 L 7700 9000 Series Vinyl Double Extruded PVC Double Hung Window (Reinforced Sash) with Hung Window "Non -impact" Insulated Glass Limits of Use I Installation Instructions Approved for use in HVHZ: No FEE R11 iI _(I_nqtj ( 5�51%9,p L 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 fFLL1ML9&U_ _AE _001"m L10-1-99, Of additional use limitations, installation Instructions and product Created by independent Third Party: Yes particulars. LEE-] Contact _Qa:: 2fi01 Blal nne oad Tallah EiIM@_AAQAV I_824 The State of Florida is an AA/EEO employer, QlayjrghLZQ2Z:�20}3 State f �Flri Prime Statement :: A&g&jj1hifljy gMg 5jAjqM&nA :: RganL_ASt@tn_ _ 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 emalls 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, ES., please click bSrS_. Product Approval Accepts: MMMEM Credit Card Safe 7700 / 9900 Series Vinyl Double Hung Window "NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (202D) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZI. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in areas requiring Wind borne debris protection this product is required to be protected With an impact resistant covering that compiles With FBC Sections 1609,1,2 & R301.2.1,2. 4For 2x sfud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTUM --if-fEEN _iiE_SCRlPV0N I Typical elevations, design pressures and general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring 5 Big of materials, components K_gI&zm_g details 57'MAX FRAME WIDTH 45' MAX D1.0. WIDTH ------ LD < MAX FRAME D WMWN MAX. D,La DIMMION GLAZ TYPE DESIGN PRESSURE (PS19 Posm REGAIM 32.0r X 58.0" 25rx24.75, G1. G2 +55A -55.0 SZV'X 400 46P X 75.7r G1, G2 +46.0 -41-0 48.0rX42.4V 41r)(16.75r G1, G2 +45.0 -0.0 44.0rX46.0' 374'X 18.75" GI, G2 +45.0 454 4Wr X $2ff 310'X 21.75" G1, G2 +45A .45.0 36.0" x 56.91 29.0"x 23.75" G1, Q +45.0 -45.0 329'X 54.0' 25.0X 2719 GI, G2 +45A -45.0 52rX44,T 45.0" X 17J5' Gl, G2 +40.0 -40,0 48.0r X 48.0" COX 191.76' '0 44.r X 52,0' 37OX211r J40.0 ftTXEEO 33.(rX24.79' E40 .400 ij '05 ZEE e Z z 0 it Itst Z 0 0 0 X z Ea, Qt Mq at 0z VC Uj to > MAX FRAME DIMENSION MAX. 010, I 01mmon GLASS TYPE DO" PRESSURE (?$F) I I POSMVE 14EGAIM 36.0` X 644' 29.0"X 27.75" G1, G2 +4&0 -40.0 32.0"X70ff 25.T X 30.75" G1, G2 +40.0 40.0 52Ar X Sliff I 45rX201$' G1,G2 +35.0 -35.0 I 481P X 54.0' 41ZX22.75" G1, G2 +35.0 -35.0 44.0r X 60.0" 37.0'X25.7S' G1, G2 +35,0 -35.0 40.0" X 66.0" 33V X 28.75- G1, G21 +3&0 -35..0 36Z X 720' 29r X 31 JSr' G1, G2 +3&0 -35.0 52r X 60,T 450 X 25.75" 01, G2 +30,0 -30.0 1 48.0" X 64,1r 41.07 X 27,7V G1, G2 +30.0 -30.0 44Y X MAY' 37.fflr X X . 30.7, G1, G2 +304 -30.0 40.0" X 72r 33V X 31J5" G1, G2 +30.() .30.0 52,7 X 72r 45.0" X 31.75" G.1, G2 +2&() -25.0 e 6123114 LF, N.T.S. UY, JK BY: LFS NO, FL-115819,8 u I oF 5 ffm z S I "i HORIZONTAL CROSS S,ECTfON Shwnwl 2X buck 1-114'MIN, EMB. (TYP.) 77 1 INTERIOR`. it 0 GO =C- A SEE DETAIL I :X U.* z %\ ...... �4) DETAIL I INTERIOR EXTEKK?g EXTERIOR Ut 2�'-2-'� HORIZONTAL CROSS SEC71ON 2 ) Shown direct to masonry I -I tA" RAIN (43D HORIZONTAL CROSS SEC77ON 2 Shown w/ I X buck N.T.S. sy: jv LFS FL— 15819.8 2 or 5 I R LOCK EXTERIOR INTERIOR VERTICAL CROSS SECTI Shown wl 2X buck WEEP HOLE EXTERIOR �VERTICAL CROSS SECTION 1, 3)Shwnw/2Xbuck z VERTICAL CROSS SECTION Shown drect to mmonry 11 . A. .. ........ pv > z 6 /fit fft%T� 0 n z 0 z E 1� % i Z) I �I ID I r I I I I N. TS. sy: JK LPS F:L 5819,8 Ey 3 OF 5 14'V.AY nr' 2X RUCK MASONRY OPENING (TYP W- 2X BUCK FRA MASONR' OPENINC affiaw CONCRETE ANCHOR NOTES: 1. Concrete anchor tocations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded, 3. Concrete anchor table; 1. Maintain a minimum 5/9'edge distance, I" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood, 9E N FRAME ANCHORING I X Buck Direct to masonry Z, Sz. dA Cf I'll fill', 0 7 ton 5 iA o cc cc ti 2 2 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN *AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". rF--T JA 6 s d z 10,07 0.71" SASH STILE oz fop uA llc. O� 176' W rl-1 2z4 JA (�X,Alll IE GLAZING READ PP ai C, 0 0,07' ju L D9 LOCK RAIL l"WIver —Sash I /7'GLASS BITE I /T GLASS BITE 1/1 6'X 1/2' 1/161 X 1 /71 GLAZING TAPE 7/8'THICK GLASS GLAZING TAPE 7/8"THICK GLASS 1/8, ANNEALED 1/9'ANNEALED 0,03T Saflex" PVB INTERLAYER AIR SPACE Ilg'ANHEALED 1/9'ANNEALED INTERCEPT SPACER INTERCEPT SPACER ( GLAZINr, DETAIL GDI FS,�z—GenedNote 3,Sheeflj @�R Gf��LAZN�IN.16 DErAlL G2 (See Ger,—al Note 3, Sheet I TAT F-f m� OD7' c2l, FL @12 BOTTOM RAIL BOTTOM RAIL 2.88" ---A 05 E 61 317 4 ,IF N T.S. 3. By_ JK C ey, LFS 7wm7 —N* 'ET 5 or, 5 b 6CIS Home Log In User Registration Hot Topics Submit Surcharge Ili Stats itsFacts Publications Contact Us BCIS Site Map 1-finks Search dProduct Approval USER: Public User RM&ct App ovAl MeQu > agg. or Ap ton -�jA_> 8p fl p Search > Appliron De'.11 _ptML_ 2 FL # FL16092-118 Application Type Revision Code Version 2020 Application Status Approved 1609Z9 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@rwbidgconsultants.com Technical Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg, WV 26104 (304) 485-7460 Ext 228 mreed@wlncorewindows.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 Horizontal Slider 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 Lyndon F. Schmidt, R.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Ryan J. King, R.E. Validation Checklist - Hardcopy Received Certificate of Independence QgfLif p I Referenced Standard and Year (of Standard) Standard Yq—ar AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E 1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Florida Licensed Professional Engineer or Architect EL16J092 REEqWy_of 5tandgrds,pdf Method 1 Option D Date Submitted 04/14/2021 Date Validated 04/19/2021 Date Pending FBC Approval 04/23/2021 Date Approved 06/08/2021 Summary of Products i FIL # Model, Number or Name j Description 16092.1 1 a. 8400 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with "Non -Impact" Sliding Window Insulated Glass (XX, OX or XO Configurations) Limits of Use ........ ... ... .. , - --------------- ----- - __ . .... ... -------- - -- - Installation Instructions Approved for use in HVHZ: No 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 I Evaluation Reports Other: See INST 16092.1 for Design Pressure Ratings, any EL16092 RB__AE_(A)_Ev,@l 1(092.1 p�df additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. - - --------------- ----- ----------- -------- 16092.2 b. 8400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with "Non - Sliding Window Impact" Insulated Glass (XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use I Installation Instructions Approved for use In HVHZ: No EL_15Q9,2 RQ n 1§02 2,Rdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant. No I Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 16092.2 for Design Pressure Ratings, any i _2,afff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 160923 1 c. 8400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with "Non - Sliding Window Impact" Insulated Glass (XXX or XOX 1/3-1/3-1/3 Configurations) 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. No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 16092.3 for Design Pressure Ratings, any 1 FI_1§122 EyI 1jQ22,5,,p(Lf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16092A cL 8800 Series Vinyl Horizontal - - --- ------ ------- - - ------ ------- ----------------------- --------- -- -------- --- Extruded PVC Horizontal Sliding Window with "Impact" Sliding Window j Insulated Glass (XX, OX or XO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No ELI6Pa2 RO II 6 2 �p f 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 16092.4 for Design Pressure Ratings, any I FLI 92 R AE _(g)_,EyaI I 092Ap L _q 3 additional use limitations, installation instructions and product treated by Independent Third Party: Yes particulars. 16092.5 e. 8800 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with "Impact" Sliding Window Insulated Glass (XXX or XOX 1/4-1/2-1/4 Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No E2I6 92 R II_ I AQS��2 5&ff _� _k_q)_jnst I - — 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 16092.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL16 2 (g,!, 0 2,15,pAt,)_Lva_ particulars. Created by Independent Third Party: Yes -- -- --- ---- ----- -------- - ------ 16092.6 f, 8800 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with "Impact" Window Insulated Glass (XXX or XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ-. No EL �16 M_2__R8 L__nst 16092.Lpdf _ 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 1 Evaluation Reports Other- See INST 16092.6 for Design Pressure Ratings, any F1tg L(g)-Eval jt, & f U2 additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 16092.7 g. 8800 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with "Impact" 1 Sliding Window Insulated Glass (XX, OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ- Yes n .7,,p f &L 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 i Evaluation Reports Other. See INST 16092.7 for Design Pressure Ratings, any L�IK92 RB_ A�_(pl Eyp_iM16092, pgf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16092.8 h. 8800 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with "Impact" Sliding Window Insulated Glass (XXX or XOX 1/4-1/2-1/4 Configurations) - --------_--------------- -------- -- ----- -- -- ------------ - ------ - - ------ Limits of Use Installation Instructions Approved for use in HVHZ. Yes &LUjL_RL Ij_(Sj)_j[tstj Q 2 8,pdf Approved for use outside HVHZ: Yes j 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 16092.8 for Design Pressure Ratings, any I !kMALPff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16092.9 1. 7700 / 9900 Series Vinyl Horizontal Extruded PVC Horizontal Sliding Window with "Non -Impact" Sliding Window Insulated Glass (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELINg-L R8 L1_(,Q), n 6Q22 9,pf Approved for use outside HVHZ: Yes I 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 16092.9 for Design Pressure Ratings, any additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars, 16092.10 j. 7700 / 9900 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with "Non - Sliding Window impact" Insulated Glass (XOX 1/4-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ- No LLX6Q_2Z_R8 11 (g)ja5t 16092.10,p 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 16092.10 for Design Pressure Ratings, any ELI&k%2 _R5 AE_(g)_EvA1_16U2,1Qpdf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. - ------------ - ------ -- - ---- ----- ------- ------------- 16092A1 k. 7700 9900 Series Vinyl Extruded PVC Endvent Horizontal Sliding Window with "Non - Horizontal Sliding Window Impact" Insulated Glass (XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes j Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A i 1 Evaluation Reports Other. See INST 16092.11 for Design Pressure Ratings, any ELILQ22 R8 AE _(�_L_ yaLl 022.Ll &_ _ �pAf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16092.12 I. 400 Series Vinyl Horizontal Sliding I Extruded PVC Horizontal Sliding Window with Nailing Fin - Window I "Non -impact" Insulated Glass (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16Q3 R it_(t3) n:sL16092,12,p f -L -_ -_ -_10- 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 16092.12 for Design Pressure Ratings, any I additional use limitations, installation instructions and product EL-1693L R$,-AL _(ij)_Eypi 16Qq2,12p f gL particulars. Created by Independent Third Party: Yes 16092.13 m. 400 Series Vinyl Horizontal Extruded PVC Endvent Horizontal Sliding Window with Nailing Sliding Window i Fin - "Non -Impact" Insulated Glass (XOX 1/4-1/2-1/4 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Na ELI& 022_RB T O I i6092 11p 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 I Evaluation Reports Other: See INST 16092.13 for Design Pressure Ratings, any 2FL I EU( _E p IQQ9 11p 9_ t�Evj_ _Z� & 9L R� additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. ----------- ----- -- 16092.14 n. 400 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with Nailing Window Fin - "Non -Impact" Insulated Glass (XOX 1/3-1/3-1/3 Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELI92 Ra I ng 1 Q92,14.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 16092.14 for Design Pressure Ratings, any i ELIka2Z_3_8_AE _(A)_kval 1611921.4pof additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16092A5 1 o. 500 Series Vinyl Horizontal Sliding 1 Extruded PVC Horizontal Sliding Window with Nailing Fin Window 1 Integral I Channel - "Non -Impact" Insulated Glass (XX Configuration) Limits of Use installation Instructions Approved for use in HVHZ: No j fl-16Q22 R�,JLJA) 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 i Evaluation Reports Other: See INST 16092.15 for Design Pressure Ratings, any I ERLIIi"Q92 R8_AE UD__UAL1_6_Q9_2_11P_d_f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16092.16 p. 500 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with Nailing Window Fin / Integral I Channel - "Non -Impact" Insulated Glass (XOX 1/4-1/2-1/4 Configuration) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No I 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 16092.16 for Design Pressure Ratings, any iFL16Qa2 -M—AE li�Q21Z,16,psjf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16092,17 1 q. 500 Series Vinyl Horizontal Sliding Extruded PVC Endvent Horizontal Sliding Window with Nailing Window Fin / Integral 3 Channel - "Non -Impact" Insulated Glass (XOX i 1/3-1/3-1/3 Configuration) 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 16092.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. .. .. . ... ... ...... ------ 16092A8 r. 5400 l 5400S Series Vinyl Horizontal Sliding Window Installation Instructions 17,p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports E_Lj_iD92 RB E O217 p f Created by Independent Third Party: Yes Extruded PVC Horizontal Sliding Window - "Non -Impact" Insulated Glass (XX Configuration) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No ELI 5 8 f1 nst 16CL 28, p Approved for use outside HVHZ; Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A 1 Evaluation Reports Other. See INST 16092.18 for Design Pressure Ratings, any ap f M2 l.�L _ - additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 16092.19 s. 5400 / 5400S Series Vinyl Extruded PVC Endvent Horizontal Sliding Window - "Non- J Horizontal Sliding Window Impact" Insulated Glass (XOX 1/4-1/2-1/4 Configuration) . .. .. ....................... .... ... .. .. ... __ ------------ ---- .......... - -- --- - ------- ---------- ---- ---- Limits of Use Installation Instructions Approved for use in HVHZ- No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: See INST 16092.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 16092.20 t. 5400 / 5400S Series Vinyl Horizontal Sliding 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 16092.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 2K8LI jsjIn 16092,1%,p f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports LL_16��8 AE(�)LvdLj§P_92.19 pifff Created by Independent Third Party: Yes Extruded PVC Endvent Horizontal Sliding Window - "Non - Impact" Insulated Glass (XOX 1/3-1/3-1/3 Configuration) Installation Instructions ELI§D32_118 iI _(A)Ln5L_1_Q22 2_Q_p3Lt Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports LILI§P92 RB AE-_,(A)JL v4l 2 p _�Lf _ L U12 _ Created by Independent Third Party: Yes E=1_111111 E-D, 9pfl0_cLVi :: 2§2Lffllh �nd,jh!!Ahmani_!UL 2ZM M:4A7_L824_ The State of Florida is an AA/EEO employer, Qj;lyXjgbj2Q9Z;ZQ5jAL jj q QtfIoD0, ;: Edja�y_50j;%= 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, RS. must provide the Department with an email address if they have one. The emalls 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 dick here . Credit Card Safe 77 0/9900 Series 10 Vinyl Horizontal Sliding Window "NON-IMPACr' GENERAL NOTES This pnoduct has been evaluated and is in compliance With the 7th Edition (202D) Florida Building Code (FBC) structural requirements excluding the gh Velocity Hurricane Zone' (HVHZ). 2Product anchors shall be as listed and spaced as shown on detalls. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in areas requiring Wind bome debris protection this product Is required to be protected With an impact resistant covering that complies With FBC Sections 1609.1.2 & R301 2.1 2 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEETP DESCRIMON I Typical elevations, design pressures and general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring (Max. From Sim: 96x 72") 5 Buck and frame anchoring (Max, Frame Size: 7T x 48') 6 Bill of materials, components & "ng detaft 96"MAX O.A. FRAME WIDTH D.L.O. WIDTH jj < :2i 96.(r X 72Z 74.Cr X 630 84.Or X 54.T sit, 0 n sit, 0 n Z- 11's, 5 q Eg Z M N.T.S. BY, JK BY: LFS MM NO, FL- 16092,9 ET i OF ..........f rdt��✓s 3 ! EMB. (TYP.j w 4b1 o°' M �1 X Z o o ni z 3 4 HORIZONTAL CROSS SECTION Shown w/ IX buck 4:5 p EMS,(TYP.) of 11TERIOR .�st Ito X01- fz—m ji I lS 80 5 g l ?�a31 a / �5J `t EXTERIOR a v a 3 V it E. 4/25113 _ E SME; N,T.S. s HORIZONTAL CROSS SELhCMG,BY: JK C�« s + FsI HORIZONTAL CROSS SE ON 2 3 Shawn w12X buck k\� Shawn dked to masonry aanMrG a.. FL-7609.2.9 � s�+eer 2 and exterior perimeters to be with silicone sealant (typ.) 1 VERTICAL CROSS SECTION % 41 1'-- -T z �OD zz 00i a '76 �� 6 O'� a 20 z it 2E Z. M C bi A 3� 0: EXTERIOR 0 r2 VERTICAL CROSS SECTION Shown wl I X buck .EXTERIOR - 0 12 TO INTERIOR 000 o Ul 70 f? IQ- L-- LJ , LU Of - — ----- ir—Dft DAM scALe N.TS. o-G -81JK 3—'VER17CAL CROSS SEC77ON cHx - LFS Shown direct to masonry DRAM.IrG NO.: FL- 16092.9 sHEEr 3 oF 5 2X BUCK MASONRY OPENING MASONRY - OPENING (TYP-I me ff7m- 2X BUCK < d O • MAX. FRAME SIZE: 96'X 77' CONCRETE ANCHOR NOTES; 1. Concrete anchor locations at the comers may be acYusted to maintain the min, edge distance to marfarjoints. 2, Concrete anchor locations noted as "MAX. ON CENTER" must be oclyusted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the "MAX, ON CENTER" dimension are not exceeded. 1 Concrete anchor fable: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW TAPCON 0 1/4' 1.114, 2" 4" ELCO ULTRACONO 114' I -IN 4" WOOD SCREW INSTALLATION NOTES: I. jvloinha—frl -a minimum 516—'e - d--ge distance, tance, V end distance, & I " a. c, spocing of wood screws to prevent the splitting, of wood. iI X BUC G 2X BUCK K IX '.-K D I X BUCK f DIRECT rot i MASONRY VYP. HEAD & JAIMSS) i IF1 A. 0 6 z z - zge tt 0 n(5 <5 z z n� 5 RO tm L 4/25/13 LE ri sy: JK Or.. LFS W= f4o. FL— 16092. 9 ET _�4 or 6 MASONRY OPENING 2X BUCK 933z�" _'_ CONCRETE ANCHOR NOTES: 1, Concrete anc_hv7GcdNcns of the comers may be adjusted to mointain the min. edge distance to modarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, cddiffonat concrete anchors may be required to ensure the "MAX, ON CENTERdimensidn, are not exceeded, 3. Concrete anchor tbble: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE TO MASONRY EMBEI)MENT TO ADJACENT EDGE ANCHOR ITIN '> l/r 1-114" 4" TAPCON ELCO 4" ULTRACON WOOD SCREW 1MS7ALthtfON NOFES: Maintain a rnintmorn 518!° edge distance, I " and distance, & I " o.c. spacing of wood screws to prevent the spiriting of wood "0" -IN ti Z", el 0 z , MASONRY T6 ........ 5 > z OPD41NG Vz fill. w. 6V 0 n z --------------- -a 0 am on _T 6 iryE lz 2X BUCK LL FRAME D I x BUCK 2XBUCK DIRECT TO MASONRY HEAD & JAMBS) iE o X fEAkCHORINq MAX. FRAME SIZE 77'X 49' LU �Zl e,l _0 ay: JK BY: LFS ONG NO, a FL— 16092.9 a U 5 OF 6 F. * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS% Ific, x 1/7' GLAZING TAPE BY LAMATEK I /7'GLASS BITE 7/8" THICK GLASS 1/8"ANNEALED AIRSPACE I /9'ANNEALED INTERCEPT SPACER 104' OD7 �Ilj 1,47---- 1 (D_s99R—,%Lg" 0.w (D-GLAXtNC MEAD AF36 (1-1/2' Bkk 4( <tK low..~44060 d > ""fill p ell z 's. lit 0 0 0 -;a c> 6 1z Of Vll� AF591 Masonry Flange I I V672 (Masonry Flange 2) OPTIONAL COSMEnC FLANGES 1.9 7. J IBM Ut L5 u 4/25/13 OWG, Syr jK VkEftmkcEmEw —t'1121mw CHI- w LFS TM& Mwe OftnHihs — I ----------- FL- 16092. 9 sHEE, 6 or 6 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search a Approval 4 rProduct USER: Public User Prp.q,,&L6p.p I Mgr > Fr r A liqgLiqnth > AQpjjWj,�j > Appll,.Uon Detall _9 n k, _ N-1 il 0"", FL # FL22363-R6 .I ffiql . .. . ................... .01 22363,14 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments 67 Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschrelber@masonite.com Steve Schreiber sschreiber@masonite,com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Ranslard Y"s ASTM E1886 2013 ASTM E1996 2014 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 11/20/2020 Date Validated 11/23/2020 Date Pending FBC Approval Date Approved 11/29/2020 FL # i Model, Number or Name 22363A j Fiberglass Side Hinged Door Unit Limits 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 Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. T-0" x 6-13" max nominal size. Hurricane protective system required In HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. 22363.2 i Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 6-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. 22363.3 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. 22363.4 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other. Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region, See DWG-MA-WL0189 for details. 22363.5 ; Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure. +50/-50 Other., Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region, See DWG-MA-WL0193 for details. 22363.6 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Description 6-8" Opaque I/S Single Door Certification Agency Certificate EL_22363,_RC•_Q CkL N QZ17,1i-E�4� t _pL Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions fL_221ka_U_U__z,E0jL7m Qff Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports LL_27ZK3__3k_AL �14Ot M_fff fL22_�_6LKk_AE_5j4Q_14B.p f glf Created by Independent Third Party: Yes 6'-8" Opaque O/S Single Door Certification Agency Certificate EL22 L�3 Ac_�PLICLJH17;L7 4 p f Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions L1.Z2.3_62_M_j1 _zFLQ1t7 pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports fL225 3 M-A_ �L140IQjLi;A)f EL22363_K�_ AE 514014[LpSJf Created by Independent Third Party: Yes V-13" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate .Pdf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions EL221Q R6_IL-FLO187,p f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL�223' R6 AE_ 51408B-pjf EL2-2-3§3-B�A-EL51401-2B,.r21Lf Created by Independent Third Party: Yes 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate EL22aU_&6�A-C Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions EL223k3F6 11 ai 89 p f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports LL2'23U__R,Q_AF 514008B4Of E,L2 _ZaL3_ jL(Z__AE_ajA0 L2 B_pAf Created by Independent Third Party: Yes 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate ELZ_13QU C CAC N1013 17,94�,R3.p t _Z___ - __ _9� Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions ELZZ. �kLRL_JL -LLQ193,,pgIf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL22363 _Rk_Afj_5j40Q3a.p f EL2?30_R6_FEE 514012Bwp_df Created by Independent Third Party: Yes 6-8" Impact Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate L2230 K�� C�_LA(�_NIQL3ZL7,Qj-_B5 pdt Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other. Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6-8" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG- MA-WL0195 for details. Limits 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 Code, 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 DWG-MA-WL0188 for details. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, 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 DWG-MA-WL0188 for details. 22363.9 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ.- Yes Impact Resistant: No Design Pressure. +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0188 for details, 22363,10 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0190 for details. 22363.11 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant. Yes Design Pressure: +40/-45 Other; Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x W-O" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG- MA-WL0196 for details. Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions EL-22 63 K5 3 11 -EL9 P -L95- A Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL-22-3�6-3-9f.,AE-5L4-QP-89-,P� f1_223ka_jK6 AE 514kL2Bpdf Created by Independent Third Party: Yes 8'-0" Opaque I/S Single Door Certification Agency Certificate Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions LL,22�63_MjL-[L0jB_rpcif Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL223§3M_AL 5 140-9 fLpdf EL2233 Bf) E 51 4DI�3 p _df A_-_ _UL _ Created by Independent Third Party: Yes 8'-0" Opaque O/S Single Door Certification Agency Certificate ELZZ26-3 CA( ;--NLQ 13 7 L7�1 EL-,L:1, p df Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions LL22363-L -Rkjj _Fo , D1,pffa§_ Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL24aU R6__&E 4 EL22' 3 R.6-AF 514U313,p f Created by Independent Third Party: Yes 8'-0" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate LL_223U_B6,_(; _LA(:_NjQ13Z1Z,,L -R3., f Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions g f L Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports fLZZakj R AL 514 f ELZZ20_Rk_AE_5L4UjjLAlit Created by Independent Third Party: Yes 8'-0" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate F ZZa63_R6 .. C_j;K 101,aZLZO -R2,p f Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions ELZZ2kLEjL1L_E=9L Pff Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL22363 Rk_AE_5j4D_QZffpAf B, pff Created by Independent Third Party: Yes 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate EL?_,�R6fWjjZ17jU-Rom p,0f Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions EL,22363 96 I -FLQ1§,prif Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports §3 . _AL� 5 L4 7B puf K_QO_ jl Created by Independent Third Party: Yes 22363.12 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ- Yes Impact Resistant: Yes Design Pressure: +45/-40 Other, Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region, See DWG- MA-WL0196 for details. 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites 11-111---l- ------------- -- ------- Certification Agency Certificate FL22,363_R6 Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions LL22 Z_�U_E6 11 -FL gIg§,p�df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EU21��) A _ !LQQ_7B1,p_d_f pAf Created by Independent Third Party: Yes 22363.13 1 HPC Fiberglass Side -Hinged Door Unit 18'-0" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +47/-47 Other. Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and in the Wind Borne Debris Region. Door top rails stamped "HPC". See DWG-MA-WL0192 for details. Certification Agency Certificate FL2236a__Kk_C ,A�C ' -R2.p _ lQ12L17�QZ_df Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions EL_22361_86 11 _zfOL92Lp f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Fj2Ui53_B§_AE_5L4AQ_7D_p_df fj.MQ_Fk_AE_aL4Q1LB BpSif Created by Independent Third Party: Yes 22363.14 1 HPC Fiberglass Side -Hinged Door Unit 16-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure. +50/-50 Other. Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. Door top rails stamped "HPC". See DWG-MA-WL0191 for details. Certification Agency Certificate LL2Z36L_R6 C SAC N1013717.Q2-Of _R3.P f Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions P-d—f Verified By: National Accreditation & Management Institute Created by Independent Third Party; Evaluation Reports F1_2ZIU_R6 AE_51AQAt � � B p _ _QB fl-2Z:63 R6 A�E IZ. aff f L__ 51_4D_ Created by Independent Third Party: Yes E-7E, E, -,] The State of Florida is an AA/EEO employer. Qpyn Rdvaqy_§_tALtmr e,551�iAll ment :: ftfitag em n ,nj :: Ag, _ y 5L#W_ _5jqL --- U 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 t&M. o Credit Card Safe =r)ll MASONITE. I HPC FIBERGLASS DOOR UNIT 6 W 8� DOUSL I `-8'DOUBLE DOOR WITH / WITHOUT SIDELITES -UNE U M--AQ: 1 . 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 STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3, WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 4, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84, 5PLASTICS TESTING: 'TEST DEL CBJnqN DESIGNATION FACING LITE FRAME - t SELF 'IGNITION f �M �RATE OF BURNING ASTM D635 0,56 1#Vl/MIN �,77 IN/Pi N SMOKE DENSITY ASTM D2843 534% 13,4 TENSILE STRENGTH- 2k§-_NvI D63S 2!. DIFF 71% DIFF 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): [EST QESCTFIL DESIGNATION RESULT i SELF IGNITION TEMP �RATE _GF_BURNING ASTM D63S 0.0 IN/MIN SMOKE DENS17Y ASTM D2843 _39051 SLESTRENE,H-__j ASTM 3-6% OFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 7. DOOR SLABS MUST BE STAMPED 'HPC" ON TOP RAIL. H 01 is 5 51ING-E-DrOR, LIMIT D-003; �-�MQP--UlVff SMLE -aQOjR -UPIff WITH TABLE OF CONTENTS ISHEET DESCRIPTION GENERAL N6TES Ac [YE—TATL§ =�-dHOkING� LdC,�TTOiJS 'A NCHORING LOCATIONS & DETAILS -504ILL -DQQjK-LONff wlid 23OLLITE Lo 149' MM, OVERALL EWE MOTH 00 21 MAX 36.375" MAX, LID PANEL WIDTH L_ 37.5" MAX. C) WIASTRAGAL FRAME WIDTH QC - c� u - - -------- zc CC L (_ CL LC) I Hij C/) Lj if If all if if f If if fCli if --------------- -------------------------- T C�E TZ5 J.E-DQ-QR -UNL I -MV -Lj o*w--Mr 5jL4QLE-PQQR UkIT W S ,� I1QSi6J? QR Qjj,-WZ5jQEUTES— KURT BALTHAZOR FLORIDA P.E. #56533 ac -y_ Silts rCr KBY: 91 a SEE DETAA 3 T jN5WRNQ jjjRESLHCUD I I -- 1.482" T RIFES —0r-/a- THR-E$HQL-Q SEE "D' DETAIL 2" #10 x 5/87, # 10 x I p #10 x H- ATTACH ASTRAGAL RETAINER BOLT T . ..... 10 x - I,, STRIKE PLATE 10 FRAME AS SHOWN. #10 x '18 DETAIL',-"C" 0.962"1 T 1.75' 1.047' 6 Zz71 T HIGH THRES Q',Q iEE DETAIL C a ASTRAGAL RETAINER BOLT HOLF MUST BE DRILLED THROUGH THE THRESHOLD & lNTO THE STRUCTURE DEEP ENOUGH FOR A 1-375" THROW DETAIL -T'l AST�L ------- -RAf�k Md:Rk4(t{ Vt T A mctlRA V- 1,437" fs x A,- -HjE,--Q THRE5HOLD L S 1,437" P��m T owtftftw:'-69 ul t ftftlwqt Ln cc co cc cc pu LO Q) to Cf) LLJ SCALE: N,T,S. oars, BY: s WS CHK, BY. DWC—MA—FLO191-17 Ki SEE DETAIL "C" SHT. 2 iul A7TACHMEN-I DETAIL I' AR ANALYS" FOR 'OADING CONDIFIONS PREPARED, NCHO SIGNED AND SEALED BY ROBERTO LOMAS, PE R F LOR0,4 #62514' WITH 7HE LOWES7 (LEAST) FASTENER RATING FROM, THE DIFFERENT FAS'FIDIP-RS BEAN; CCONSZERED F'OS HSF, JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 11/4" TAP` ONS, AND #10 TEK SCREWS. A PHYSICAL SHIM MUSI BIE PLACED IN SHE"? SPACE AT LACH ANCHOR LOCATION. TAPCON EDGE DsSTANCE MiN 211/2", WOOD SCREW EDGE" DiS71ANCE. MIN TEK SCREW EDGE DIS1 I ANCE MfN 1/2", 2- ANCHORING INTS ATE EI STRUCTURE MUST BE SUFFICIEN, TO ACHIEVE _' THREADS, MfNIMUM BEY0,ND STEEL- INTERIOR SURFACE 3" a- SEE DETAIL 'DSHT. 2 cy I n..--- Irl 3 1,25 WN 0.25' MAY SHIM CL IYPICAL MASONR'( ANCHOR 1NISTAILLA [ON 3, THE WOOD SCREW SINGLE SHEAR DES':GN VALUES COME FROM ANSI/AF&PA NDA FOP SOUTHEIRN PINE LUMBER ACID ACHEIVEMENT Cf. I /2" MINIMUO! THF TAPrl0Ct'Q MU,,T ACHIEVE MINIMUM EMe: EDMEN -T OF 1-1/4", 4. WOOD BLICKBY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TCS7RUCTURE. k.A!NIMUXl DESISN' VALUE STRENGTH OF ANCHORS 15b _HAP,a�SCHEDULE- Eh q&f�E IWIKSE'T SE RES 400 GRADE 3 CYLINDRICAL LATCH AND K !SERIES 980 GRADE 1 DEADLOC H ARD WARE TO BE NISTALLED [AT 51 2" SFNTERLINE_ 2. 4" A 4" FULL MORT ISE BUTT HINGES, I'Al/2" CORRUGATED #IOX2- WOOD SCREW 3" FROM UCH END 6" FROM EACH END AND 7' OC ANC 12' OC MIN j 0.25' MAX ACIRYI-C LA, EX '_A_Ttx C CL CAULK ACRYLIC AULK a. 'IX BUCK MASOI14RY COMBINATION WOOD COMBINATION WOOD ANCHOR INSSTrI LADON MULILION (BOXED' MULLION (BOXED1 kON 1 0 25" (3) #10)(2-1/2" "HU WOOD SCREWS EACH END W06D S�-RE'�IO` EACH END 'fl(PICA,_ WOOD BUCK ANCHOR INSTALLS ION IN—! EGRAL WOOD IN7EGRAI.. WW MULLION (CHSj MULLION (CHS" 9 ��U: 4126117 N, T S. Ff SINS BY 0 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications Contact Us BCIS Site Map Links Search 3 Product Approval db,pr USER: Public User iLrmd—uct AppmmaLl,'sou > ErQ4=-QL—ARPLo ionSearch> 8pp > Application Detail FL # FL15816-RI0 VIVO,! Application Type Revision Code Version 2020 15816A3 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@rwbidgconsultants.com Technical Representative Mike Reed Address/Phone/Email 250 Staunton Turnpike Parkersburg, WV 26104 (304) 485-7460 Ext 228 mreed@wincorewlndows.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 Fixed 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 Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) It@ nAard -YAW AAMA/WDMA/CSA101/I.S.2/A440 2008 AA MA/W D M A/ CSA 10 1 / I. S, 2/A44 0 2005 AA MA/ W D M A/ CSA 10 1 / I. S . 2/A44 0 2011 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2013 ASTM E1996 2014 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Q7.717y" 0 Model, Number or Name ASTM E1996 ASTM E1996 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect ELI 5816 _R1_0_Eqw1Y_o_LStandards W_pfff 23HEMEM 07/07/2020 07/12/2020 07/20/2020 10/13/2020 OEM= 2006 2009 1994 a. 8400 Series Vinyl Fixed Window 1 Extruded PVC Fixed Window with "Non -Impact" Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No 1 158j6,1,p,0[ Approved for use outside HVHZ: Yes i 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 15816.1 for Design Pressure Ratings, any 1 E L-15 a! 6- R_U -AE_-(f)f y a 1 1 5_�Jl 6-1, pLff additional use limitations, installation instructions and product 1 Created by Independent Third Party: Yes particulars. 15816.2 b. 8800 Series Vinyl Fixed Window I Extruded PVC Fixed Window with "Impact" Insulated Glass 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 1 Created by Independent Third Party: Yes Design Pressure. N/A il Evaluation Reports Other: See INST 15816.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product 1 Created by Independent Third Party: Yes particulars. 15816.3 1 c. 8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with "Impact" Insulated Glass - (Geometric Shape Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No ELM1k_&-1JQ_ 11 ff)jng 15,U.1 pif 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 iEvaluation Reports Other. See INST 15816.3 for Design Pressure Ratings, any I FLj5_81__Rj_Q_ additional use limitations, installation instructions and product Created by independent Third Party: Yes particulars, 15816,4 1 d. 8800 Series Vinyl Fixed Window I Extruded PVC Fixed Window with "Impact" Insulated Glass Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes of 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 15816.4 for Design Pressure Ratings, any FLIU165 RIQ AL D.-Evan -j-516.4,pdf I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15816.5 e. 8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with "Impact" Insulated Glass - (Geometric Shape Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes i EL15�i_BJQ_ I nst 1551 �,p 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 15816.5 for Design Pressure Ratings, any EL15.E0 B JD_ A L_(t)_E - I pp f K0 Created by Independent Third Party: Yes additional use limitations, installation instructions and product particulars. 15816.6 1 f. 7700 / 9900 Series Vinyl Fixed Extruded PVC Fixed Window with "Non -Impact" Insulated Glass Window Limits of Use Installation Instructions Approved for use in HVHZ: No EL_15816 _E10 iLj_(f)_jnst 15 6,6,p IL_ 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 15816.6 for Design Pressure Ratings, any EFLi5�816 -R!-Q AE (0-Lyal 15BI6,6, f - aff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 158163 g. 400 / 500 Series Vinyl Fixed 'Extruded PVC Fixed Window with Nailing Fin "Non -Impact" Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No aff Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A lEvaluation Reports Other: See INST 15816.7 for Design Pressure Ratings, any fLM16 _Rlg AE , E \,,4 I a , -7, p f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15816.8 h. 5400 / 5400S Series Vinyl Fixed 1 Extruded PVC Fixed Window with "Non -Impact" Insulated Glass Window Limits of Use Installation Instructions Approved for use in HVHZ: No ELI-!jRL6 RIQ 11 (f) nst 15816.8,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 15816.8 for Design Pressure Ratings, any i EL155-16 _R10AE _(f)_Lval 1jL1L).8,p f additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. - ----- ------- 158M9 L 5400 / 54005 / 7700 / 9900 Series FExtruded PVC Fixed (Transom) Window with "Non -Impact" Vinyl Fixed (Transom) Window 1i Insulated Glass Limits of Use 1 Installation Instructions Approved for use in HVHZ. No EL-15-Q-1-6 AID 11 M__10_S_t15L1i5aP_ff Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other. See INST 15816.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. i 15816.10 j. 5400 / 54005 / 7700 / 9900 Series 1 Extruded PVC Fixed (Casement) Window with "Non -Impact" Vinyl Fixed (Casement) Window Insulated Glass Limits of Use 1 Installation Instructions Approved for use In HVHZ. No ELL5 8 1 F, nj�t 16,L i Q�pjf Approved for use outside HVHZ: Yes I 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 15816.10 for Design Pressure Ratings, any i I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15816.11 k. 400 / 500 Series Vinyl Fixed Extruded PVC Fixed (Sidelite) Window with "Non -Impact" (Sidelite) Window j Insulated Glass - -------- ------- ----- --- - --- -- -- . ........... .... . ........ . ....... . - - ----------- ----- Limits of Use Installation Instructions Approved for use in HVHZ. No E-LIalk R - I_Q_jL_(f) 915fiLLU_Pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15816.11 for Design Pressure Ratings, any FL1 81k Rto AE ff)_LvLal 15k1�6,11,RtL additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15816.12 j 1. 5400 / 5400S / 7700 / 9900 Series I Extruded PVC Fixed (Sidelite) Window with "Non -Impact" 'Vinyl Fixed (Sidelite) Window 1 Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ. No _1LP_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 15816.12 for Design Pressure Ratings, any , additional use limitations, installation instructions and product i EL,15816_919 AE ygL15 16,IZp f particulars. Created by Independent Third Party: Yes 15816.13 'm. 5400 / 5400S / 7700 / 8400 Extruded PVC Fixed Window with Non Impact" Exterior Glazed 9900 Series Vinyl Fixed Window Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No M15-IL6_3_1011 Mj_n_st15_81,(a_13,p_0f` 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 15816.13 for Design Pressure Ratings, any EL15816__910_AE_(f)_EvaI 1_5816 1�p f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15816.14 n. 8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with "Impact" Exterior Glazed Insulated Glass Limits of Use Installation Instructions Approved for use in HVHZ: No ELMLQR19_L1_(g)ut 15816.14 f Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other: See INST 15816.14 for Design Pressure Ratings, any EL_15U"_RLQ_AE I 15aL , 14 p additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15816.15 o. 8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with "Impact" Exterior Glazed Insulated Glass Limits of Use Installation Instructions Approved for use In HVHZ. Yes 1_15816,_1.5j,p t Approved for use outside HVHZ: Yes I 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 15816.15 for Design Pressure Ratings, any FLI 816 RIO AE f)_Ev_al 1581.15,pdal additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15816.16 p. 8800 Series Vinyl Fixed Window Extruded PVC Fixed Window with "Impact" Exterior Glazed I Insulated Glass - (Geometric Shape Configurations) Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes EL 15U_Q I E_ 0 jL_(f )_Injg 1j816_ 16, pie 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 15816,16 for Design Pressure Ratings, any ELIUl—Rl�-AE_(L)_Eya�.l6.p_CLf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 99OWSLVi :: Et9na_BAQ-_497_-_1a2_4 The State of Florida Is an AA/EEO employer. :: 699=1011 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click here WIMIM-AME 01 Series Vin-Y-I'Fixed Window GENERAL NOTES This product has been evaluated and is in compflance'�Mth the Edition (2020) Florida Bull ding Code (FBC) structural I.e ding the Ugh Velooduct anchors shall be as listed and spaced as shoon deta obedment to base maerial hll bbeyod wag dr stucco 3. When used in areas requiring wind to debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.11 & R301,2.12 4. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered crchitecf. TABLE OF CONTENTS SHEEM DESCRIPTION I Ty*xd elevations, design pressures and generd notes 2 Horizontal cross sections 3 Buck & frame anchoft 4 Buck & frame anchoring 5 Glaft datcft 6 Bill of EatT!jIs & components 9e MAX O.A. FRAME WIDTH - 90,61"MAX, D.1-0. WIDTH 0 0 M 4103120 z XLN.T.S. to, BY, Tj Is IV BY, LFS WNM FL-15816A3 EET of E2 z z 1 -1 IA- UIM �l HORIZONTAL CROSS SEC77ON buck m m HIFFNIM r2 "� HORIZONTAL CROSS SECTION Shown W/ 1 X buck RIOR "0 1-1/4"MIK EMB, (TYP,) 1-7 ( 3 HORIZONTAL CROSS SECTION ""'JTAL k� "Sh-.wn —crr-f to rnmonry =I AM N.T.S. c, ey: Tj K. BY LFS AMNG NO.; F— 1581E 13 EET 1 oi 6 I 2X BU MASONRY OPENING (Typ.) 1 O2S" MAX, O.C. (TYP.) �. == eQRiJVljJ I e irlAW,ffAffffAVffJlRZr2MWWQ CONCRETEANCHOR NOTES: 1. Concrete anchor tocations at the comers may be adjusted to maintain the min edge distance to mortar joints. 2, Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortartaints, additional concrete anchors may be required to ensure the "MAX. ON CENTER'dimerwon are not exceeded 3. Concrete anchor fable, ANCHOR IANCHOR MIN. MIN. CLEARANCE MIN, CLEARANCE TYPE SIZE £MBEL3MEN7 TO MASONRY I TO ADJACENT I EDGE ANCHOR IrN 'TW ' 14" 1-114' 21 47 TAPCON" ELCO 1114r I I -114" 4" ULTRACON T"C,N� WOOD SCREW INSTALLATION NOTES: 1. ao —in 6-lh 'crWin-Irnum 3I8"-edge —dis to n c e, I no dis to n c e, a . c. spacing at wood screws to prevent the splitting of wood. 9'MAX. O.C. A fTYP-1Imo-gm) 6* (TYPJ T ---- F --- T---I- -1 BUCK/STUD 0 FRAME" < in 2XBUCK I X BUCK DIRECT TO H MASONRY (TYP.) ELIAMMUM. X. DESIGN PREiSURiEc ±50 PSF 17'MAX, O.C. F— BUCK/STUD N t V 12XBUCK IXSUCK DIRECT TO H MASONRY (TY .) d C; ar , !tll It tl -y >,i z 0 z 6; tii On o o z 0 E sa o's d on. Inn 5 iam 5z 1��:- 01 z c, tc to z5 2) Z rAM N.T.S. arc. By: TJ 411K, Of, LFS PAINING RAWiNa NO.: FL- 15,88-16.13 No 3 or 6 HM 3 Cr 6 8"MAX. O.C. NED MASONRY BUCK ANCHORING OPENING 74" x 63" MAX. FRAME 2W. 8"MAX. OC, (Typ�) (rfp 6' (Typ T_ _T� 1 7K 2X BUC BUCKISTUD I I X BUCK FRAME DIRECT TO MASONRY (TYP.) 0 < L---- FRAME O F1R_AMt_WERING 74�_x �YT�AXANCH_. LMAX. DESIGN PRESSURE = t75 PSF CONCRETE ANCHOR NOTES: 1, Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to rn,aintoin the min- edge distance to morfarjoints, additional concrete anchors may be required to ensure the "MAX- ON CENTERdirrension are not exceeded. 1 Concrete anchor table., ANCHOR ANCHOR MIN. MIN- CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR 1TW 0 114" 1-114- 2" 4' TAPCON ELCO 1/4" 1-1/4' 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/87'edge distance, ?"end distance, & I " o.c. spacing of wood scre-A% to prevent the splitting of wood, I 0 Z Z 0 a z Z 0 o E 0 Ci 52 oz o bi a 2;`a: c, S Q� 'D rr a m 04 4L N.T.S. By, TJ IFS !AWN6 ND. F7L—:15816.13 a6 EXTERIOR 3/4'THICK GLASS �ti{U 3116'TEMPERED, AIR SPACE 3/16" TEMPERED 3/32' X I /Z� 1 :' \ GLAZING TAPE STEEL INTERCEPT SPACER 5/9'GLASS INTERIOR BITE m! i EXTERIOR 31C THICK GLASS I Pr ANNEALED AIR SPACE -i 1/8' ANNEALED T— 3/37'X GLAZING TAPE STEEL INTERCEPT SPACER 5/8' GLASS "TERIOR BITE EXTERIOR 7/9'Ti-KKGLASS 31le TEMPERED 1/8" TEMPERED 0.030'SAFLE)(0 PVB INTRLAYER 1/31EMPERED 3/32" X 1/7' 3/3T X 1/2- GLAZING TAPE STEEL INTERCEPT SPACER GLAZING TAPE INTERIOR 5/87 GLASS 5/8"GLASS SITE BITE mx A in z EXTERIOR cj 0 V 3/4"THICK GLASS z E 'F,01 * =4 6 c W 3/16'ANNEALED m a: E AIRSPACE ez 3/16!"ANNEALED 3/32 x 1/2' GLAZING TAPE STEEL INTERCEPT SPACER E �E 5/9'GLASS RffMOR - 0 inl BITE EXTERIOR 7/8"THICK GLASS 1/8- ANNEALED I/8"ANNEALED O.Or'SAFLEOPVBINTERLAYER 7 1/9'ANNEALED 3/37- X 1/2' STEEL INTERCEPT SPACER GLAZING TAPE INTERIOR 518'GLASS SITE mt EXTERIOR 7/8"THICK GLASS 3/16" ANNEALED 11TANNEALED 0.030r SAFLV� PVB INTERLAYER I IW ANNEALED STERtNTERCEPT SPACER EMERIOR m° -103120 ALE N, T. S. 'G, ey. Ti LFS FL— 15816.13 II m 5 OF 6 1,, * THE APPROVED WKTE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.45' -�T.Rll _nl ji Jr AF59 {Masonry Range 1) 1,672 (,Masonry Flonge 21 0.059" Ix 11 TT LE 4103120 AE B,Tj K, srLFS FL- 3 5816,13 Eu 5 or 6 r. it of Zephyrhill s IN 5335 Eighth Street Zephyrhills, FL 33542 BAR-004717-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09/01/2022 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. 11111IM1111741 ISTRI111 11 1 1 1 1 1 ! I I I SEE= 1=110i Complete Plans, Speccations 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. c-" CONTRACTOR SAW TURE :J4 N J, wa*,VGb W 41311MO-IM101 PEfT CITICE0 ITHOUT APPROVED INSPECTION BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us 5CIS Site Map Links Search Product Approval USER: Public User E_,ocluct ApPL�Menu I ELqg_uQ__Apptj_qton arch I �App > Application Detail FL # FL18582-R4 18582,2 Application Type Revision 411 Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute 51an&Ld ASTM E1886 ASTM E1996 TAS 202 Product Approval Method Method I Option A Date Submitted 11/12/2020 Date Validated 11/13/2020 Date Pending FBC Approval YSA-r 2013 2014 1994 Date Approved 11/20/2020 Summary of Products FL # 1 Model, Number or Name j Description 18582.1 1 Flush Glazed Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +55.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO182-15 for additional information. 18582.2 ' Flush Glazed Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60.0/-55.0 Other. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO182-15 for additional information. 18582.3 1 Flush Glazed Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +45.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO183-15 for additional information, 18582.4 1 Flush Glazed Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +47.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO183-15 for additional information. 6-8" Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate LLJ R4C A NIO 7 .O �p�ff Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions LL I 42.p,cJf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports LI-1 R4 AL 5.14008B.p f EU-82 R4 AE 514 12B.af Created by Independent Third Party: Yes 6'-8" Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate pdf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports LLIB.��AE �S14 �p-(Jf ELI8�82 R4 AE �14 12 p—df Created by Independent Third Party: Yes 8'-0" Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate [Ldf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions fj1E5aZ_R4 I FL 3,Lf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports LLL-5-82-E4--LL-5-1_4W_7B pAf LLIL582 R4 _AE514011Bpof Created by Independent Third Party: Yes 8'-0" Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate ELIE: 8 0 1 ZL2_9 02 R2 p f Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions EL1 —582 R4 11 FL 0183,p If Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports LL18_582R4_LE 140078 pL LL1a582 R If Created by Independent Third Party: Yes 18582.5 j Flush impact Glazed Fiberglass Door 16-8" Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: Yes Design Pressure: +55.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code excluding the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6-8" max nominal size. Hurricane protective system not required. See DWG-MA-FLO182-15 for additional information. Certification Agency Certificate Ulf Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions FL18582 R4'-jj—LL—Qj-82.pAf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports _FL18582 R4_AE_514Q28[3.p f LL18'8Z_E4 AE5 4 12Q�,p f Created by Independent Third Party: Yes 18582.6 Flush Impact Glazed Fiberglass Door 6' - 8" Outswing Single or Double Door w/ or w/o Sidelites Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ* No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60,0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code excluding the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system not required. See DWG-MA-FLO182-15 for additional information, LL18aaZ_P,4 C,-SAS N101212ID3--P R df -Q- Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions Wkaaz_Ei_iLLL 0182.P.d_f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL18582E4_AL514 CL8_Q 13 p f L _ _ fLl582 R4 AE 12B pdf _51jL_ _ Created by Independent Third Party: Yes 18582.7 1 Flush Impact Glazed Fiberglass Door 18'-0" Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code excluding the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" It 8'-0" max nominal size. Hurricane protective system not required. See DWG-MA-FLO183-15 for additional information, Certification Agency Certificate Of Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions LLIa-982 R_4_1LLL_Q_L8_3,W_f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports LLJ8_582 R4 tj 5140076p if Created by Independent Third Party: Yes 18582.8 1 Flush Impact Glazed Fiberglass Door 18'-0" Crutswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure- +47.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code excluding the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system not required. See DWG-MA-FLO183-15 for additional information. Certification Agency Certificate LLL�58Z R4_L_CAC _N1Q12ZZ9 04-R3 p f Quality Assurance Contract Expiration Date 12/31/2025 Installation Instructions E_LLaaa2 _P4 pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party; Evaluation Reports Uff EL1a:82 R�4 AC_L14011Bpljf Created by Independent Third Party: Yes =-111111 =1_1_1 Sin jact _V.s :: Eh0&_&0-4L7-jL24 The State of Florida is an AA/EEO employer. Qayrright 2007-2013 State oLfi2rid p. :: R "vy aLUgmenj :: Accessibility 2LdLqmgnt :: Refute 5jtLemqn 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 bgr(L. Product Approval Accepts: MNOWNHM r)IJ MASONITE. FLUSH GLAZED FIBERGLASS DOOR UNIT DOUBLE ii#WITHOUT *a��RA�TES 1. 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 STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS. BUT IS REQUIRED ON PANELS WITH NON —IMPACT GLASS, 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 63929 1752 'F > 650 'F RATE OF BURNING ASTM D635 FO.56 INIMIN I SMOKE DENSITY � ASTM D2843 � 53.f% �. J TENSILE STRENGTH* ASTM D63& 3.2% D!FF 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRI"ON DESIGNATION RESULT _ 1 SELF tGNiTION TEMP ASTM D1929 773 F 7 660 P r RATE OF BURNING ASTM 6635 0 0 IN/MIN SM{ OKE DENSITY _ _ASTM D2843 39.0% TENSILE STRENGTH* f AStM D536 �_3.6%DfFF COMPARATIVE TENSILE STRENGTH AFTER .WEATHERING 4500 HOURS XENON ARC METHOD t 749" MAX. OVERALL FRAME WIDTH _ _ .________... _. f Go_ 25' MAX 36.375" MAX. 37.5" 9AX. ci PANEL WIDTH W/ASTRAGAL FRAME WIDTH TT c1cLLJ Q � C7 QQ co is § }Qc jj ! 4j z I s al HP F F 9�Ug�E QOGR UNt7 WI�tDELtT�S a� a I 5��_JQOQR_' _-UNIT QuaLE DOO N N S W_QR i1M(i 5jNaF_DoF UNLT .Mitt. sl y W DIE<F[E TABLE OF CONTENTS ,SHEET I DESCRIPTION .. g 1 [TYPSCAE ELEVATIi7N5 & GE?dEi�iAL NOTES E ?_ 2 ;ANCtHORING LOCATIONS & DETAILS- , L,-3__AC�,1„CHORING LOCATIONS_& DEE`AILS- 9OUB�F OQ? i(N WJJQLLfM,S DATe 8 10/15 seALE: N.T.S. DwG. BY. SWS - cruc. tsv: . KURT SALTHAZOR y --.- FLORIDA P.E. #56533 DI 4rG-ARA-FLOt82- sw-rr i OF 3 md SEE DETAI "c. I SEE DETAIL C" 6. hk�"- UVA #10 x 2, x 2-112" rr 5/8-- RETAINER BOLT HOLE #10 x I" --,�ASTRAGAL MUST BE DRILLED THROUGH #10 x 5/8' -,#10 x 1" - -- -------- THE THRESHOLD & INTO THE 10 x 2 STRUCTURE DEEP ENOUGH # DETAIL "E" ASTRAGAL FOR A 1.375" THROW RAME DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "C" STRIKE PLATE TO FRAME DETALL-Z'F- ASTRAGAL AS SHOWN. TYPICAL 0 , 50" HANDICAP THRESHOLD HANDICAP --------- - 1 1.375' t7r-1 T 114 INSWING THRESHOLD 4.962-i — T _OUTS ING THRESHOLD 0.124 AW4E&ED-- DECORA ME INSERT 0.090' SAFLEX (NOA 20-062201) (OPTIONAL) 1 .482' m� 0. 124' ANNEALED —.0124" TEMP T L Q1, 2-SERIES S HOLD FACTORY APPLIED FACTORY APPLIED POLYMER SEALANT 1.75" —7- POLYMER SEALM9 T TYPICAL NIGH -DAM 0/ a THRE5-H Q�LD IMPACT RATED .0124' TEMP FACTORY APPLIED BACKBEDDINC cc CL 00 — C) :!5 V) C) pu o< a r U) U N. T. S. 44A-FL0102-15 2 OF 3 • Ad*dn to KWra ATTACHMENT DETAIL 1, ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOADS, PE (FLORIDA #62514) WITH THE LLOWEST ('LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE, JAMS, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 1/4" 7APCONS, AND #10 TEX 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 3' —T T— a, SEE DETAIL (A D" SHT. 2'\ < D 3" HARDWARE SCHEDULE 1. 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1 AT 5-1/2" CENTERLINE, 1.25' 2. 4" A 4" FULL MORTISE BUTT HINGES. MIN 0.25" 1 .. 1. -- I MAX I-X112- CORRUGATED #IOX2- WOOD SCREW SHIM 3" FROM EACH END 6" FROM EACH END CL , .25" AND 7' OC AND i 2" OC MIN 0.25' MAX ACRYLG----�-i LATEX CL V!M AC CAULK TYPICAL MASONRY RYLIC ANCHOR INSTALLATION LATEX X SHIM CAULK T CL IX BUICK MASONRY OD COMBINATWOOD 150" ANCHOR INSTALLATION COMBINATION MULLION (BOXWOED) MULLION ION (BOXED) 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4" 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBC. MIN 0.25" MAX (3OX2-1/2` (4) #IOX2-1/2 SHIM D SCREWS WOOD SCREWS EACH END EACH END CL TYPICAL WOOD BUCK ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW MULLION (CHS) MULLION (CHS) rDATE: 8110 _:151, DWC, BY: sws . -- I CHK. By: I 10 um Cathy Tessa ro EM ,I FGROII OOW w w F SPOI 7 I= all S27562 Last Revision Date: 0918 Page 3 of 6