Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19-21365
CITY OF ZEPHYRHILLS 5335-8TH STREET i (813)780-0020 21365 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21365 Address: 3514 BERYL LN Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE Est. Value: Parcel Number: 24-26-21-0020-00000-0800 Improv. Cost: 30,000.00 OWNER INFORMATION Date Issued: 6/11/2019 Name: COOPER, ALVA & CATHY Total Fees: 420.00 Address: 3514 BERYL LN Amount Paid: 420.00 ZEPHYRHILLS, FL 33540-7414 Date Paid: 6/11/2019 Phone: 813-765-4841 Work Desc: 12 X 40 LANAI & BATH CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 285.00 HOMEOWNER ELECTRICAL FEE 67.50 HOMEOWNER PLUMBING FEE 67.50 . I V lZ V Ins ections Required FOOTER 2ND ROUGH PLUMB MI INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting1(,ft3 7f((f - 53N Tr-r-r Owner's Name Ll Q'/ (s(� e i I ()Owner Phone Number 13 Owner's Address ��"� e v t1 T()Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS .r,I Y 4'✓Y/ .Cta 2�c r, 3 rl 6 LOT# C SUBDIVISION 'P/ro1 d l PARCEL ID# 7 Q& r.21 -O v10—dW,)V O6p o v (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM = OTHER TYPE OF CONSTRUCTION /BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK '\�-�G lZ 4L t C(�'r1 C '� -Soo��e y C k BUILDING SIZE .�7 U SQ FOOTAGE �� (� HEIGHT 9�7�P'r1TPe�J�ITPiT1"7� .�Te"i�l"FR'F9�P��"e••r�f4�P'P'4�P�iT1"rY"i'9"T'im1�i�P1Y1'T`i°i'9"P'PTf�FI"r- QBUILDING $3V ).V \ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ lJ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ 6' &LQ 3��; =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO r BUILDER �X COMPANY 1)rn&JLi4hi9v 1114 CdD ,IP•(�• SIGNATURQ& U/ REGISTERED Y/ N FEE CURREN Y/N Address S� �{��L�$ 3 v License# ELECTRICral , COMPANY Jj'Leael/-wj, Gv� Wu r SIGNATURE f REGISTERED Y/ N FEE CURREN Y/N Address 3 SY y &✓`ll pbt- .2A 11-% s-q 0 License# �Q PLUMI E D J COMPANY AC6YI•te[,w 2✓ //IL", caJp�/' SIGNATURE ( REGISTERED Y/ N FEE CURREN Y/N Address- 57 fJ •P AIW 6f 2 11 3 License# MECHANICAL COMPANY SIGNATURE FW REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIII11111IIIIIIIIIIIIIItlllllllllllll111I11Ii1111I1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Sill Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ' """PROPERTY SURVEY required for all NEW construction. .d�1-1--t-I--ICI--la-4-F-I-a-l-I-1-1-•1-d-I-�k-4-F-F-i-F-F-F-f-i�l-I�Q�S-I-i--lal.-Fdel�t®1-!•-i-{-a-L-S-F{-{-I�i-1-F-�1--F1-4-1-1--4-I- Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) •" Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTERRERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PloUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW. NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"W unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 1MPROV MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDERilaR AWATTORNEY BEFORE RECORDING YOUR N TICE F COMMENCEMENT. FLORIDA JURAT(F.S.117 10WNER�'OR AGENT %-ONTRACTOR Subscribed and sworn to(or afr ed)be re me this Subscribed and sworn toSor affirmed) 'fore me this by_ AIVA Cioope1— $L7-lq by FdIr1+ ��CJfi+� Who is/are personally known to me ol has/have produced W o is/ e personally known to me or hash ve produced r-�- �rl✓�3 L�cGYiS G as Identification. Sri tJGf'S I.+GC yLS L as Identification. AA t /Notary Public �IO�Uv f Notary Public Commission No. Commission No. Name Nq i d,PASW,?7MM��of Florida Name of No rented or slam d NoWlY blic State of Florida Nancy J Brooks Nancy J Brooks c My Commission GG 178530 My Commisalon GG 178530 orw Expires 02/18/2022 `' Expires 02fle12022 or AAAor w Name Address 33 S V6 To Whom It May Concern, Please be advised that: Spenser Bahr and Kathy Mims of FBC Plans & Engineering have my permission until further written notice to,act as s my agent to sign and pick up permits. 4ncere ly, ignature Date NOTARY STATE OF FLORIDA, COUNTY OF PASCO The foregoing instrument was sworn to and subscribed before me this.,?? day Of Marrelh , Zo/9 Personally known or Produced identification ✓ /='L. �rrrlers �,rcers � Notary Public State of FloridaJB Nancy Brooks My Commission GG 178530 qR Expires02/18/2022 I Uv Commissioned Stamp Notary Signituro and Expiration Date DISCLOSURE STATZKMT FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT d= 1(,14 civi) h have read and fully understand and agree to the provisions of this imstrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, addi2ig to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City. of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work: 4. That an the event. the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they. are .made, and upon completion will call for a reluspection, before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including re:Lnspect:Lon fees, must be paid in fall. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City,* State and Federal laws in regard to social security, workman,a compensation, lien laws, etc., where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida industrial Commission. 9. State law requires constructlon. to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act'as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the. construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. it may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or.substantially improved yourself within I year after the construction in complete, the law will presume that you built or substantially -improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your.contractor or to supervise people working on your building. it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on: your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C-A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law.* Your construction must comply with all applicable laws, ordinances, building codes, and zoning regul OWNER'S SIGMams DATE ADDRESS 3S / V A LAs PEe PHONE r -7&s-, - WMESS. PMUffIT # I r : do r o ! f I I I I I i I I ' r r I I I r ; r I I I r I r ! - - -!--- - can "- -- r , AI' l r I I , r r r r ir I I I I I 1 � �'� I i ; I r l •� �' i � r - • I I I r I i I I r i r I I I I i j i I r r i , ri I ; Cover �L I : r • � i7 i � I � , i I i � I ! � • r I r i I I I I I ' i I I r • � i I t '"�'C�' I i i ! ' i r r I i i • r I r I r r r r I f I , i I I i r l I I I I i I I i r , , r i, r Florida Building Code Online Page 1 of 2 ° t - r BCIS Home I Log In I User Registration ; Hot Topics Submit Surcharge Stats&Facts ( Publications FBC Staff BCIS Site Map f Links Search bProduct1 Approval ` ,� � USER:Public User r'.Ficra..r�n-avr Product Approval Menu>Product or Aoplication Search>Application List>Application Detail F I MOM FL# FL12500-R3 Application Type Revision Code on 2017Status Approved ALL WORD VALL CQMP'°/KITH FI AILING Application CODES FLORIDA BUILDING CODE?' �019 Comments NATIONAL ELEOTRIC 00OF—F Archived 0 AND THE CITY OF ZSPHYRHILLS ORDINANCE �N- Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 ar' Neil.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton NeiI.J.Sexton@saint-gobain.com Technical Representative Neil J. Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 NeiI.J.Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich,PE J' Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 Florida Building Code Online Page 2 of 2 �a Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description 12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL12500 R3 II 2017 09 FINAL ER NORANDEX SIDING FL12500- Approved for use outside HVHZ:Yes R3.Ddf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-152 Created by Independent Third Party: Yes Other: 1.)The DP noted in this application Evaluation Reports pertains to one particualr siding system. Refer to FL12500 R3 AE 2017 09 FINAL ER NORANDEX SIDING FL12500- ER Appendix for all systems and design pressures. R3.Ddf 2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to ' supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® W #!:� eChe�t �A Credit Card Safe https:Hfloridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQWtDgvG4Aty8UaHdEplSz... 1/9/2018 c~ ^ . ' ���ng �� TRINITY|��^�' 4. PRODUCT DESCRIPTION: This Evaluation Report covers No,andeu Vinyl Siding Systems ina variety of profiles and surface textures/ colors. This evaluation is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations/Conditions of Use herein.Brand Product Profiles Thickness American Classic American Classic insulated Siding System D4,D5DL,D6 0.044" Cambridge Beaded 6,5 Beaded 0.048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,DSDL,D6 0.044" Great Barrier D4,D5DL 0,044" G. UxxnnrOms: S.1 This is a building code evaluation. NeitherThnitylERD nor Robert Nieminec, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in FB[HVHZjurisdictions, 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (V,,d),wall-height and Exposure for the project and its location. For installations and/or locations exceeding the prescriptively allowable installations,limitations relating to design wind pressure resistance are outlined in Appendix 1. 5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of project-specific design wind pressures. The yWDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7'10, multiplied byO.G(P,,d)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings(GCpi 0.18), no load combinations (Ka = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 ofASCE7-10 (K,t=1.0) at the stated maximum height. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. ' Reference to°NO"indicates additional testing isrequired. 5.3.5 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan-view dimension or 4O% of the mean roof height, whichever is smaller, but not less than either 4!� of the least horizontal p|a 15 n- view dimension or 3 feet as outlined in Figure 30.4-1ofASCE7-10. Exterior Research and Design,uc Evaluation Report c1aozu04.m9-1-nu Certificate of Authorization moao a'~EDITION poo1pacmom'xvxzEVALUATION pu2500-m3 mv,^nuex Vinyl Siding Systems;(s17)ruo-31us Revision m:oy/26/2o1r Page sm4 ",,jTRINITYIERD 's 5.4 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Norandex Vinyl Siding Systems shall be installed in accordance with ASTM D 4756'and recommendations of the Vinyl Siding Institute",subject to the Limitations/Conditions of Use noted in section 5. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1Y," long (min. %-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Claremont, NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844); (717)764-7700;www.archtest.com/vsi -THE TWO(2)-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffrt,©ASTIV. Complete information on the Vinyl Siding Institute can be found at www.vinVIsiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 0 0 C) z CL CL n L, P)0 0 a n CIcX On U, to U, 00 N Ul y w Ln X CT) w a On 00000000 () ' 0 0000000000000000 00 0000000000000 $- n n n A n n n n 1" 21Z ;_1 7� ;'� 7K 2K ?� ;K PIZ ;lK 7K P�z 7� ;�q ;'lz 7� PIZ ;�' 2-1 7; 7z 7z 2-1 ?� ;1�1 m. O. 0001 00I 0 0 000000000101010I 000000000000000000 0 C 010 0 N E N 7 n Rn2 x x n n x x n N n N n P 7 7 7 n 7K � P 7 � N 7 7 7 7 � P 7 N - o Z z M �5 0000000 UZ 0101c 0 0 C a 0 0 0 0 0 01010 0 0 010101010 010101010 0 0 00w A 7 2 7 � n n 7 X 7 7 K n P 7 7 n n ; l P X 1 N n 7 7 n P 7 77 7 0 0 W. m 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010 0 0 0 0 0 0 0 0 F� 7C A n 7; 71Z Pq n 7K n 21; 7; Pq N 7� P.; n A n PIZ P� -C� 0 010 000 0 C, 0 0 0 0 (SD N DQ rD,V 000000000000000000Z00010 0 A 0000 0000000 Ln Pq 7;z n ;�' ;I;z 7� n N < ;K A ;l; n 7z 7� ;l n ;'� ;0_1 ;l< 7� PIZ 0 C) C) 010 0 C) w ;Itz 0 0 010 0 010 0 0101010 0 0 0 0 0 0 z z 0 z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 'G) 7: x ;N ;N 7z x 21Z 7K ;Is x ;N x x x x x x ;-z 0 0 x 0 x x x x x ;'x 7; Pq 21; n ;' 7z n 7q 7q x 7K ;N Pq 0 1 1 1 11 CL + M 00000 0 00000 0 000 7� 7� 7z 71: PIZ 7z 7� 7K 00 ;'K 000000000 000000 A n 0 0 0 ;'�z n A n A n ;'K ;N ;-z 00 0 zlzlc)lz.lo O.C)l 0 0 rL II 000000000 0 0 000010101ozzozzoz0000000010000001000 x ;N P-% 71Z 7� 27 7� ;N A 0 0 ;�'0 0 0 x x x x ;'; n x x x ;'K x x x x A x P, 001 0000 0 000000000000ozzz 0 0 0 0 0 A z z 0 0000000000000 A K 7q ;'� A 7Z M Pr 1 11 ll IT O 0 0 I1- 1 7� 71Z 2� 7� 21; 7z 71Z 7� 7� 7� 7� ?� PIZ 7K ;'lz 0 0 Pr 0000 OZOOOOOOOOOOOZZZZZOZZozioo.lz00000000000 Pr 0 0 000 0 P�; 0 0 A 0 0 X X w A b v 0 n w IV n rl'P Ivoult; w C ' mon w Exposure C) m m In rn M 37 M 0 :3 N n. 0 Ix 0 Q. 0 7 R 0 U, ID .1 2 Ln Ln N w Zone Z. 0 M :3 A ¢ 0 'r v_ v 3 v d O o< .L^. Ll. m Z cn o a p Q °- a d C c o_ c C- oa F, a Q m T v O o N N A N FA-` A N C DO v rD C z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v z m n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 o 0 0 0 0 0 0 0 0 N 7C 7C 7C 7G 7C 7C T. 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C A 71z 7C 71 7C 7S 7G 7C 7C 7G 7< 7C 7C T. 7C 7C 7C T. p v Dz z D o m m x O O O o 0 0 z O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VI 7C 7C A 7, 7C 7C 0 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7< 7C 7G 7C 7C 7C 7C O 7C A 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 0 0 0 O O V � V F+ O 01 En CDD W m v00i O O O O O O Z Z O Z p O 0 0 0 00 O O 00 00 O Z Z O Z o O 0 0 0 0 0 0 0 0 0 0010 0 m 7C 7G 7C 7C 7C 7C 0 O' 7C 0 7C 7C 7G 7C 7C 7C 7C 7C 7C 7z 7C 7C 7C 7C O O 7C O 7C 7; 7C 7G 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 3 = O. LD q U 'O S N O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0.00 0 0 0 0 0 0 0 0 0 ro v o In A � o v . z O O O O O z z z Z Z O O O O O o O Z 0 0 0 0 O z z z z Z O O O O O O O O O O O O O m w Gl O 7C 7� 7C 7C 7C 00000 7C 7G 7C 7C 7c 7C p 7C 7C 7C 7C 7C O O O O p 7c 7C 7G 7C 7< 7C 7C 7C 7[ 7C 7C 7C 7C O 0 n � 7 II a .+. D0 O z O O O O O Z z z Z z O z O O O O O z 0 0 O O O Z Z Z Z Z p Z O O 0 0 0 0 0 0 0 0 0 p 7C 7C 7C 7C 7G O p O O p 7C p 7C 7C 7C 7C 7C p 7C 7C 7C 7C 7C O O p O p 7C p 7C 7C 7C 7< 7C 7C 7G 7C 7C 7C 7C p00 C. I I F-* Z Z O z o o Z Z Z Z Z Z Z z O Z O O z Z O z O O Z Z Z Z Z Z Z Z O z O O O O O O 00 O O 7c O >< 7< O O O O O O O O 7c o n 7c O O 7< 0 >< >< O O O O O -O O O 7C O >< >< 7< >c 7c >< 7c o rt II 1-+ Z z O Z O O Z Z Z Z T T OZ 0 0 z Z O zOO T T z Z ZZ O Z 0 0 0 0 0 0 0 0 O 0 7C O >< 7< OOO O 7c 0 n 7< O O 7c O 7< 7c O O 00 7� 0 r. >< 7< >< >c r. 7< 7< 1D 0 o M. Z Z O Z Z O z z z z Z Z Z Z O Z z O z z Z Z O z Z Z Z Z Z �Z Z p Z Z O zoo 0 0 0 No -.0 'a O O >< 00 7< O O O 0 0 0 0 O >< O O 7< 000 7< O O >< O O O O O O O O >< O O 7c O 7c >< 71 >< p n w % X N ~ O DC N N ? o v n ® v n m o n m v n ao v n m v n m v n m o n m v n m dnk v n m v n m v n m o n m Exposure 1Iiiii0 0 o o N m _ m m m m 3 N 7 3 N j 3 N 3 3 N 3 7 N 3 3 N 3 7 N 3 o_ o a O a O o. o Q. o a o a o Ul N O O Ul N O O N O O N 3 fD Ul N 3 fD N N O O N N O O Zone , O fD , O , ^ O CD ' O N O fD O N ~ O fD M. 3 A O 3 A O 3 A O 7 A 3 A D 3 A 3 A m fD fD M (D fD M Florida Building Code Online Page 1 of 3 r®R Fll"N' 5 _ BCIS Home I Log In User Registration ; Hot Topics ; Submit Surcharge Stabs&Facts Publications FBC Staff f BCIS Site Map j Links Search Florida fr j� Product Approval d r .. I USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1435-R20 Application Type Revision Code Version 2017 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 G Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowskl jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE R4 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By htt-Ds://floridabuildinL.ors/nr/nr ann dtl.asnx?naram=wGEVXOwtDasbCUITKel20DuttT... 1/26/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 09/OS/2017 Date Validated 09/22/2017 Date Pending FBC Approval Date Approved 09/27/2017 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC CertificationB-SH2OO.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2019 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-200.pdf pressure,size and anchorage Information.The Pass-Thru Verified By:A. Lynn Miller, PE 58705 version was not tested for water infiltration, Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-200 STD Evaluation 0917.odf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC 190-1003CAR2.r)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2020 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-200HD.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P,E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-200 HD Evaluation 0917.pdf Created by Independent Third Party: No 1435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC Certification SH800 C.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2020 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-8000.Ddf pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH800 Eva]0917.odf Created by Independent Third Party: No 1435.4 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC SH-5400 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2018 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-5400.Ddf pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-5400 Evaluation 0917.Ddf Created by Independent Third Party: No 1435.5 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC SH-5500 Certif]cation.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-5500.odf pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-5500 Evaluation 0917.odf Created by Independent Third Party: No hops://floridabuilding.org/pr/pr_app_dtl.aspx?param=wCjEVXQwtDgsb CUITKe120DuttT... 1/26/2018 GENERAL NOTES: LANCHOR LOCATIONS§�SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED To COMPLY WITH 53-1/8"MAX.TIP-TO-TIP THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 52-1/8"MAX.BUCK 2)WOOD SUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.1X WOOD BUCKS 62-1/8"MAX BUCK J-4 6"MAX 5"MAX ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.ATTACHMENT'METHOD OF MAX, WOOD BUCKS SHALL BE DONE BY OTHERS, —4 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR To T 75" SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). MAX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE j I BUCK SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6"MAX S)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17- MAX, i I 76" REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM MAX. DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. BUCK 0)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. 76" OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF I 1 MAX. INSTALLATION SHALL BE DONE BY OTHERS. TIP-T0- Tip 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLA71NG COMPLIES WITH ASTM E1300. 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 9'MAX F MAX. 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9)EQUAL LITE SHOWN.ANCHOR QUANTITY AND SPACING APPLIES TO FLANGE FRAME FIN FRAME ORIEL SASH UNITS AS WELL.PRODUCT MAY BE INSTALLED INTO STEEL OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS.. 53-1/8"MAX.TIP-TO-TIP 10)PASS-THRU PRODUCT HAS N TABLE 3:FIN&FLANGE STANDARD WINDOWS 52-1/8"MAX.BUCK�j NOT BEEN CERTIFIED FOR WATER --------- ---- INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck Size Design Pre 9'MAX. sure Certification SERIES. Sash Iw vs-f W nsf N—h- 11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 400014001 ght Style 77 I I is 75" Equal Lite 55 19CI-478,479, a—I Oriel 55 55 51-112" 1 M 493,494 --L - - - MAX. TABLE is FLANGE WINDOWS{STANDARD AND PASS-THRU) 17" BUCK TABLE 4:FLANGE PASS-THRU WINDOW MAX. I Anchor Type Substrate Min.Edge Mtn. 52" Dist. Embedment Buck Size Dest n nPressuEe Certification MAX. -- B T-11 Wood(SwMarn Pine) 7/1 T 1-31W Width Height (+) sf (-) Sf Numbers TIP-T0- Wi !4 Steel Stud Gr33 3/6" .04-5(iB GA) H TIP 910 Steel SMS Alumlnum-6063-Ts 52-1/8" 51-1/2" 65 65 190-1002 3/a. Steel,A36 3/6" Ifir, 1/4'Mosorify Concrete 1�Anchor HollowCMU 2-1/1- FLANGE FRAME NOTE:FORALLMETALSuosTRATES,SCREWEMDEDMErSjALSFM,3THREADS PASS-THRIJ WINDOW BEYOND INSIDE FACE OF MATERIAL ,\" 1. TABLE 2:FIN WINDOWS(STANDARD WINDOW) N' --t"\".' 1 It jL A—by DO.- OR OMIAAW J.ROSOMKI 08/08111 ALUMINUM 11003 Anchor Type Substrate Min.Edge Min. Dist. Ernbacintent AWFUM Wood(Southern P(ne) 318" 1-7/161 Reeling�.Ij #12 Panhoo—d Wood(southern Fine) 9/16" to Ul 1070TECHNOLOG DRIVE SMS CKOMIS,FL 34275 4 FLOERT.OFAUTH,:29298 Screw Pine) 7/16" 1-318, SINGLE HUNG INST.,STD.MEETING RAIL V10 Trusshiid A.Lynn Miller,P.E. A vfft .................. .............. P E.458705 SH-2008200PT NTS 1 of3 1032411JR INSTALLATION WITH FLANGE FRAME 4 S S E EXTERIOR ' SU T SU T 1X q SHIM WOOD SHIM EDGE i NO DISTANCE ANCHORS NO SHIM REQUIRED ANCHORStFLANGE v EMBEDMENT EXTERIOR REQUIREDXTERIOR I FLANGE FRAME, kA JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) FLANGE FRAME, HEAD INSTALLATION E. (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USING 1X BUCKSTRIP) I F T EXTERIOR EXTERIOR EXTERIOR EXTERIOR X, EDGE NO NO DISTANCE ANCHORS ANCHORS REQUIRED REQUIRED 1X SHIM EMBEDMENT WOOD FLANGE FRAME. `, V+: ::i!(��''' SHIM JAMB INSTALLATION SHIM (USING 1X BUCKSTRIP) 1^ r.6'1=� _ BST TE WO " OD o IS ,, FLANGE FRAME. •'rl •' 6 t LrJ PASS-THRU WINDOW [?' SILL INSTALLATION SU T c (DIRECTLY TO SUBSTRATE) `- o,.mer. oaa wrwc t1ENayathCrE7k'tm ACONTA� - FLANGE FRAME, BS TE J.ROSOWSKI 08/08/11 ALUMINUM 6063-T6 r+uetesrtF°almvFrrmr�wn'ffror SILL INSTALLATION mnc M Abc"ffMWr�aa��r�mcwIWM (DIRECTLY TO SUBSTRATE) oatorayrwymus®mmuwoomm FLANGE FRAME, AVff*W VnAf7WVMWWxnm6v 9anac INSTALLATION NOTES: SILL INSTALLATION Q nT �• (USING 1X BUCKSTRIP) 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKOMIS,FL 34275 3)FOR SMOOTH SASH OPERATION.THE ANCHORS MUST BE FLATHEADS. FL CERT.OF AUTH.:29296 SINGLE HUNG INST.,STD.MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1/4-. A.Lynn Miller,P.E. snaamrtr. sar: sm.r 6)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION, P.E.M68705 SH-200 8 200PT NITS2 of 3 1032411JR r !NSTALLATION WITH FIN FRAME EDGE BS7 TE E DISTANCE j EXTERIOR tl I SHIM EDGE I DISTANCE EXTERIOR ff� t I 77 FIN FRAME HEAD INSTALLATION I t#{I 1` 1 SHIM t i FIN FRAME. JAMB INSTALLATION SUBSTRATE I Ic SHIM `�=''•``_.v`= r+ G.6105 BST TE EXTERIOR FIN FRAME, SILL INSTALLATION °a°"Br °iq'` 1P1M n�iapauno`1na,Gvmar�cx7v�•um J.ROSOWSKI 08108111 ALUMINUM 6083-T6 } an»Pao•nWraxr:aaPWWUoF IM maaxxrwraewmaew INSTALLATION NOTES: avrrxWxmiomns�ssrnncnro/ rk'idcsawwicrrntmmEc 1}SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 7�2-r 2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. 1070 TECHNOLOGY DRIVE rrh 3)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. NOKOMIS.FL 34275 4)MAX.SHIM THICKNESS TOBE1/4". FL CERT.OF AUTH.:29296 SINGLE HUNG INST.,STD.MEETING RAIL 5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. P.E.N8705 SH-200&200PT NTS 3 at 3 1032411JR j 1 t r r ; Florida Building Code Online Page 1 of 3 snoopY ua Business & ProfessionMr I " BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search b a 1■/� a Product Approval IUSER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL4904-R8 Application Type Revision Code Version 2017 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 Masonite International Address/Phone/Email 1955 Powls Road West Chicago,IL 60185 (800) 663-3667 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory 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) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 1 //!•1 1 1 •1 1• / / 1.1 [1 /"1TTTS T/1 •T\ • 1 T TTI TI l 1!l •/1ll//11 1 /!�//1 l�111 Florida Building Code Online Page 2 of 3 Summary of Products FL# -� Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door Units -imitsof-Use— Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.01.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514010A.odf 3'-0"x 6'-8"max nominal size.When large missile Impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required.See DWG-MA-FLO128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514009A.odf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0128-OS. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.odf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute F, 149*MAX. OVERALL FRAME WIDTH DO C) 0 21" MAX 36.375" MAX. CO SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. 6t-8-DOUBLE DOOR WITH/WITHOUT SIDELITES IVIASTRAGAL FRAME WIDTH CC-_j .MONO U) d. Cr_ U GENERA N07 S Ly 0< 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0 THE FLORIDA BUILDING CODE AND WHERE PRESSURE Lu Lf) REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I__ Lr) DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE% in o DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 0) 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON ^ cl) OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Ci 3. IN THE HVHZ' FACTORY PRIMED DOORS MUST BE PAINTED IN j eon ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LFTE FRAME MATERIAL- TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 21R 29 Z41 0 :' 6'50 F RATE '5 FBURNING D, 0.77 IN I SMOKE DENSITY I ASTM D2843 13.47 I TENSILE STRENGTH* I ASTM D63B COMPARATIVE TENSILE STRENGTH AFTER WEATHERING ao 4500 HOURS XENON ARC METHOD I DOUBLE DOOR UNIT WIDELITES CLI 10,11 Ad&Nft In m In g 3:' Uffi m-Im No.,Alr 611A z g Z Lu w L) Ul z 013 [3 M El M M 13 13 13 L3 13 [3 -1 goa=)0 0 rl awl W ONO Ll rul SINGLE DOOR UNIT Z SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W 21DELfTEg DOUBLE DOOR UNIT W310 c; WITH SIVEL WITH SIDELI7E - WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE 7111105 TABLE OF CONTENTS CONFIG MAXWIDTH INSWING OUTSWING INSWING I OUTSWING �je ScALF- N.T.S. X 37.5'-:��.q -�76�O t+7 6.0 -76.101 +190 -1 _5' SHEET # DESCRIPTION r C _ _O 2 Tt 2 51-2. _55_'O DWG.By. sws XX 74- +55.0 -55.0 ! I !DCAL ELEVATIONS & GENERAL NOTES OX or XO 75 +55. -55.0 +55.0 -55.0 -VI K�_ll 9.0 1 +55.0 -55.0 CHK.BY.- ANLPI'HORING LOCATIONS & DETAILS - + go J OX0 112.5" +55. / -55.0 +55.0 -55.0 +19.0 4 -19.0 1 +55.0 4 -55.0 KURT SALTHAZOR OWING NW . =n - +5 '5.0 3 ANCHORING LOCATIONS & D OXX0 +55.0 / -55,0 +5 5�.O -5 +Ign t, jqn - FLORIDA P.E. 01YG-MA-FL0128-05 ISHEEr-1-OF-!- CL: Lo o 00 6" SEE DETAIL "E" -� �- 3" 3' 3, 3"� 3" 3" z C L— O I I l I II I I I Q s" 6" 6„ s„ --"77 O 3„ � N � 4 U Ld as SEE DETAIL I- SEE DETAIL "C" - A - W w SEE DETAIL B I B 0 N "�" M O O ui G G H M H o 6" � 3,_ &� J o m v> l l r r I _ I 3" T I 1 1 I jg8 o'a 3" 3' �-3 _ o f 3 3" 3" 6" I`6" a a 6" 6" SEE DETAIL In ui w N "F" 3333m Addendum to NAMI m m rn x CetifxatimNo: o CD Aev awed By. t7 z Dale Aevis�l 2 � 4.w w rQ Q ASTRAGAL RETAINER BOLT HOLE D�.1ai1 z #10 x 2" MUST BE DRILLED THROUGH =o g #8 x 2-1/2" #8 x 2-1/2" ww m THE THRESHOLD & INTO THE ��o z #10 x 5/8" e STRUCTURE DEEP ENOUGH o a= #8 x 2-1/2" #10 x 1" FOR A 1.375" THROW _ #10 x 5/8" ' 20ow #10 x 3/4" DETAIL "F" ASTRAGAL O1 a w o #10 x 2" DETAIL "E" ASTRAGAL rn a FRAME DOOR IG(1/s"TEMP.GLASS) ASTRAGAL RETAINER BOLT DDw ssS W/OPTIONAL DECORAT VE INSERT DETAIL "D" STRIKE PLATE TO FRAME ALUM,STEEL OR BUM SPACER DETAIL "C" AS SHOWN. 1/2 BITE w o c>m o TYPICAL ��gs X 1-1/2"PHS Z DATE: 7111105 �JQ t1 0.9621 M SCALE N.T.S. 1.375" DDw DWG.ft. SWS ss5 ,p T T �:y �' CHK.BY: EXTFRIOR •' fQB DRAWING ND.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-FLO128-05 SHEET 2 of 3 . f � ~ ' ~..` ,.~~ UNITS JOINED. ... 1 . '^ .~~ 2. 4" X 4" FULL MORTISE BUTT HINGES r-4�2 ll!� INSTR#2019086118 OR BK 9909 PG 2320 Page 1 of 1 05/21/2019 12:33 PM Rcpt:2056600 Rec:10.00 DS:0.00 IT:0.00 PauCa S.O'NeiC Ph.D. Pasco County CCerk Sc ComtiLroCfer Ci�Y � 21i`l�r FBC Plans Florida &Engineering 6272 Abbott Station Dr. Building Unitl01 Code Zephyrhills,FL 33542 Permit No. Parcel ID No NOTICE OF COMMENCEMENT State of 0,-)rrA County of THE UNDERSIGNED hereby gives notice that Improvement wtlI be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided In this Notice of Commencement 1. Description of Property: Parcel Identification No. 4,-/"-24- g low 0 -C)(0) Street Address: ?Sly g6fz1 2ETfp�: 2. General Description of Improvement 4 4 r 3. Owner Information or Lessee Information If the Lessee contracted for the Improvement: Address t1 City Slate Interest In Property: (/Wn (' r Name of Fee Simple Titleholder. (If different from Owner gated above) Address t!v� C4.0 4 - _ 611t�tT � city State 4. Contractor. dame W y?f f�/t' �l[�Pr4 r/ 4 Address ] b o city State Contmdoes Telephone No.: �(�- /�oS�'ya Yl S. Surety. Name Address City State ®`Q .e Amount of Bond:$ Telephone No.: 6. Lender. ^^� Name e ® 1 Address City State Lenders Telephone No.: �r$ 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by •�: h� �/,? Section 713.13(1)(a)M.Florida Statutes: Name Addr ess City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of_ to receive a copy of the Uenors Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. in Z C) Of 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the C) L J U Q L contractor,but will be one year from the date of recording unless a different date is specified): � Z U 0 J- lic H WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT Q Q Q — -J N RESU TTINTYOURDPAYINOPER TWICE FOR IMPROVEMENS UNDER TS ORYOUR 713, PPROPART ERTY. IA NOTICON E OFOCOMMENCRIDA EMMEENi MUST AND BE ILLW f- W W WITH YOUR LENDER OR AN ATTORNEY BRECORDED AND POSTED ON THE JOBIEFORE TE C MM NCING WORK OBEFORE THE FIRSTINSPECTTRE ORDNGIF YOU YOUR NOTICE OF COMMENT NG CEND TO OBTAIN MENT.NNT.: o 0 = — J H Q Under penalty of perjury,I declare that I have read the foregoing notice of o e erd end that the fads stated therein are We to the best W Q Q U Q of my knowledge and belief. STATE OF FLORIDA ® P d W Q Y COUNTY OF PASCO Signature of Owner or ssee,or Owners or Lessee's Authorized V Q Q d l Officer/Director/Partner/Manager X C) U ZQ J _927- cJ100 LLU � Signatory's Tille/Office !' W ::1 Z Q J_ 4/1 tea ¢ The foregoing Instrument was acknowledged before me this°S` day of 1P Mh ,20 Lq by 141114 C:00 0 if r- _ �, LLI O LL- `}_'� Q W (type of authority,e.g.,o8icar,Wstee,attorney in fad)for u- U U Q n as C) I (name of party on behalf of whom Instrument was executed). 0 ® Z Q CA Personalty Known❑4H Produced Identification Notary Signature � J� c_O Q J � Q Type of Identification Produced Dl'Luu lweg L Name(Print) �W Yaok 5 U) � LL � LO1- 1- QS is m Notary Public Slay or Fbd4 `l 02/tefM22 wpdataibcshrotcecommencement_pcg53048 . �R .^ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: X-Al Permit Type: zzwl w 6 OJYI_ `�, Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. JUN 1 '0 2019 Kalvin zer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present)