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HomeMy WebLinkAbout20-22738 CITY OF ZEPHYRHILLS 5335-STH STREET (813)780-0020 22738 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL - PERMIT INFORMATION LOCATION INFORMATION Permit#:22738 Issued: 4/17/2020 Address: 37605 COREY LEWIS AVE LOT 328 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est.Value: Book: Page: Cost: 29,920.00 Total Fees: 285.00 Subdivision: GRAND HORIZONS Amount Paid: 285.00 Date Paid: 4/17/2020 Parcel Number: 34-25-21-0180-00000-3280 CONTRACTOR INFORMATION OWNER INFORMATION Name: BAILEY CONTRACTING LLC Name: JOHNST, DONALD & CAROTHERS, BETT Addr: 4209 GALL BLVD Address: 4048 RUSSIAN OLIVE LN ZEPHYRHILLS, FL. 33542 ZEPHYRHILLS, FL 33541 Phone: (813)377-7395 Lie: Phone: 813-778-2941 Work Desc: CARPORT, SHED W/CONCRETE & STEPS APPLICATION FEES BUILDING FEE 285.0 IN BUILDING FINAL Inspections Required SLAB FOOTER 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.REINSPECTION FEES: 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 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 and 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. ONTRXC�tb' RS bONATURE PERMIT OFFIVI�k PERMITIEXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOW 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 Permitting 313 377 _ 2739 5 Owner's Name D ona.l d J-okns4-or L Owner Phone Number .3 Owner's Address 37Co05 Core Lewis Ave• Owner Phone Number Fee Simple Titleholder Name I DDrt,--ld Lee_T0h,S+oh Owner Phone Number Fee Simple Titleholder Address 37&05 - eone /( Lewis ✓ Ze LI r-Ai�!s ��• 3.�.s-V JOB ADDRESS 37(605 C orc Lewis Ave—VC• LOT# SUBDIVISION Grand Roritorts PARCEL ID#I 3q- 75-o?t- 01$0-00000-3a8D (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR e ADD/ALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE ® SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK ® FRAME = STEEL I AT11M/ DESCRIPTION OF WORK `Fcarrx>rt She-,A, C o ricre- if -1 'Ste S BUILDING SIZE 3 I x J °2, SO FOOTAGE '� HEIGHT YP'P�T�i�r�r9�Y1TP�T�P1'YtiI 1'7�rT`PITPf API"I"9"'P°r'PrTI'R�I'7TR�PT}�ITI"1"I�f�ITPP'9�Pr'TrTP'IT ©BUILDING �Z VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ ` AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER I (� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO .. . . . .--. ... .- . . •'1'-,--. .. .-. .. .-. ... . . . .. fit-:-C-'-. . . .-. . . . .- BUILDER &� COMPANY Bat ln Con-f rrzr-+l* ,u SIGNATURE REGISTERED Y/ N FEE CURREN I P Y 1��N` p Address 0g Ga!! 6t�d. Y�il�S License CBC �a-56 07 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address I License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIitlllll 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,Stonnwater 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 dale. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. -1�1-H-i-1-1-1 1-1-1- 4-N-bf- 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 Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over,Counter if on public roadways..needs ROW > 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"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 17.03) f OWNER OR AG C CONTRA Subscribed an savor (or ffir d bef a me this Subscrib and orn to( firm'd }�liis by— Who ! e_(A Who islare personally nown tome or haslhav produced Who is/are personally known to me or has/have produ ed as identification. as Identification. G�otary Public O� Notary Public Commission No. O Commission No. I O S 3 l� Name of Notary typed,pdnted or stamped Name of Notary typed,printed or stamped E..."-.4%, Notary Public stag of FWde Nancy J Brooks Notary KFlodda filly Commission GG 17E530 � � Nancy 0. Expires 02119=22 y My Com78530 a� Expires FL City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 641 Date Received: Y t Q Site: 3 e- )rcy S Permit Type: bOA4 1,v/50, Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment s eet shall be-kept with the permit and/or plans. APR 01 2020 Kaly' witzer—Plans Examiner Date vi C rtractor and/or Homeowne (Required when comments are present) Sheds and Carports Plan Review Comments 1) All property markers shall be fully exposed at time of inspection.. (RED TAG IF.NOT MARKED) 2) All Sheds Shall be installed and anchored.per manufactures specifications.'(RED TAG IF NOT ANCHORED..PER PLAN) 31) All set-backs.shall be met., 4) Shall not be installed in easements. 5) :Shall be set in the rear or side yards: 6) Orily 2 accessory buildings per parcel. 7) .Sheds shall not be rented or,inhabited. 8) --Must meet and follow all conditions of ordi.nance780-01 9) No accessory building-shall be larger than 300.sq ft without site-plan 10) Not-toexceed 16' in height at peak. 11)No other work shall be permitted (framing, plumbing, electrical:and mechanical),unless ::otherwise specified.. 12) Accessory buildings in residential zones that exceed 150 sq ft .shell be constructed:of .mas(inry;wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade and be consistent with existing architecture of the principle.building:and adjacent . :properties. 13)Fence shall not encroach neighbor's private property o.r.right.of way: 14) Fence shall-be no taller than 6 feet in the rear and sides of home. 4 feet from the front of home: 15)Good side of fence shall.face out. ia ioN as uo w,ogs. sq . -4si m ,,samri :SV3., TIV svSfrt� tz ;'aR:::,p: .,�'ry" �yt»iM' - .:< '�;,-€�;:u:_c.- r".y i'�-n.' ti'i:, T"a>carn.g :qa`:.-;.-fc, ...r:{.a'iS• _ HOW i 8'II8C1H IV (.SRHVN ONIan IONI) SAW traoia ZL{f�IQNI `OSIY eg TIV MORS _ t`3 if3 . - A O � . O � 9 ,p .410.0Ss L-T a � ,1�\ ` r4 •sTeoaud TIE ao; PaaofsuamTP J(TTn3 ao aTEas oa .wisJp'aq IZEgs SSUTAExP IIY txzNO zsn 9vimaisaw Permit No. 7 38 Parcel ID No u� '`!-y r ^(20000 - -52 NOTICE OF COMMF�NCEMENl, State of i THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following Information is provided in this Notice of Commencement- - I � 1. Description of Property: Parcel Identification No. � i Street Address: nil 2. General Description of Improvement / )/s�P%C 3. Owner Information or Lessee information if the Lessee contracted for the improvement: t eQ ,e} 017 r`7T(�17 am Address City 1 ta�te Interest in Property: 1v 7,'' r_ Name of Fee Simple Titleholder. (If different from Owner listed above) - --- — -- -- ---Address City -- -- - - —-- -- State - - — - -- 4. Contractor. A ress � city � St" ate Contractor's Telephone No.:— -92-7Z595 5. Surely: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender: ca, Name L m m ll Address City State Lender's Telephone No.: a N L 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by .- -3 , Section 713.13(1)(a)(7),Florida Statutes: � W O Name 61 u - y r— 'A od cl a cj� N Address City State y� . Telephone Number of Designated Person: a q j l B. In addition to himself,the owner designates of d to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. B r)M s L Telephone Number of Person or Entity Designated by Owner: 00 q in � > 3 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the C9N - rL•,A N Q C? contractor,but will be one year from the date of recording unless a different date is specified): � xc 11 .- o WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT e La ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13,_FLORIDA STATUTES, AND CAN -IMPPROPERTY !P! YOUR-PAYING-TWICE-For RESULT � ROVEMENTS-TO-YOUR PROPERTY.A-NOTICE OF F COMM CEMENT MUST BE - p '- '�. �� RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT U rG {Z WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts staled therein are true to the best of my knowledge and belief. STATE OF FLORIDA Y .i l 3 1-, C�y - - STATE COUNTY OF PASCO `Y `I i •. { ' , Signature of Owner or Less e; r Owner's or Les ee's,AAuthorized Officer/Director/Partner/Manager Signatory's TiBe/Office The foregoing instrument was acknowledged before me this Eay of` _Ad_ 20&2&y as t`1j:1.,%A (type of authority,e.g.,officer,Wste attorney in:fact)�foP';.�-. �',�rR 41 An =G ` ,(name o o b� alf�o�f"�►�y�m ant exgcutedJ;�I�i1ri frN��h Personally Known O]Produced Identification Notary Signature ` Type of Identification Produced b�1�15 �� � Name(Print) ZYI - w . �? RUTH I.MCGOVERN •�' "ten° a: s Commission#FF 957708 u Expires April 24,2020 r' ,..o��. Bonded Th u Troy Fa n Insurance 8CO3B5-7019 ,f t•,O' `Qe\�•� wpdataibcs/noticecommencement_pc053048 ��•• i ..-..$.,"O Florida Building Code Online Page 1 of 2 Business Profesmo,11:8" .l Regulation �:.. BCIS Home I Log In I User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links •Search dbpr +`, °:�1 Product Approval � �r USER:Public User MM Product Aooroval Menu>Product or Aoplication Search>Application List>Application Detail • FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 Nei1.3.Sexton@saint-gobain.com Authorized Signature Neil Sexton Nell.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 Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminenndf 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 TRIN-Y I ER® 4. PRODUCT DESCRIPTION: This Evaluation Report covers Norandex Vinyl Siding Systems in a 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,D5DL,D6 0.044" Great Barrier D4,D5DL 0.044" Polar Wall Plus! D4,DSDL,D6 0.044" Norandex Sagebrush D4,DSDL 0.050" Shenendoah 6.5 Semi-Beaded 0.048" Shenendoah T3 0.040" Sterling D4,D5,D5DL 0.044" Summit Manor D4,D4.5,D4.5DL 0.040" Woodsman Select D4,D4DL,D5,D5DL 0.042" 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trin!tyJ ERD nor Robert Nieminen, 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 FBC HVHZ jurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (Nand),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 MDP 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 by 0.6(Pand)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 (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (Kt= 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 is required. 5.3.5 The dimension of Zones 4 and 5 (interior and end I zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever is smaller, but not is less than either 4% of the least horizontal plan- s o 9 view dimension or 3 feet, as outlined in Figure o 30.4-1 of ASCE 7-10. 5 s a � Exterior Research and Design,I.I.C. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization N9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION 171-12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 TRINITY I ER® 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 S. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min..1%:" long (min. 3/-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- I D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffit,©ASTM. Complete information on the Vinyl Siding Institute can be found at www.vinylsiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 z 0 Z. :E fn a CL CL CL o 0 F a CL 0 a CL w C. CL va ro ro 0 U, 00 m m Ln Uq Ln 0 . ,. m 0) Ul 0 z 000000000000000000000000000000000000000000 k.- A n x n 7; Pr ;N 71Z 7; n 7; 71Z A X x 7z A A n N x A 7z 7c x ;11 n n n n n n n ;'K x A A 7z x A X K 0 O 0 1 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0101010 010 0101010 01010101010 0 0 0 0 0 0 1111111 111 1 1 w z z m �(A rTl X" 25 000 0 C)00000000000 00000000000000000000000000 n, n A n, x 0 9 �4 co m m 0 0 0 0 0 0 0 0 0 0 0 010 0 0 0 0 010,0101010 01010101010 0,01010 0,0 0 0 0 0 0 0 Ol 7; A Pq 21Z ;K n n 7G x x 71Z A Pq A x x n A 7; 21; x ;K x X 21; x ;K 7c 7z 71: m A n 71; x x x m CL Xn cm co 000000000000 00000Z 0000000000000000000 0 M 0 0 0 0 R X R ;N n 7c X 0 X n A X A 7z 71 A 7� A 7z N ;l n PK < [A 3 -C? 000000000000000000z z 0 z 010 0010101010000000000000 n 7 P x x x x x x x q ? 7 P 0 0 2 0 n n 7 7 2 7c 7 n n n N ? x N 1 7 x 7 ; n r0D .-0 1 1 CL' 00000000 0 n N n 0000000OZZOZ 0000010,01000000000 71; Pr 7K ?q 7� ;'K PK 7� 7� ;,q A 0 0 ;'�: 7K ;'K 71; ;N 7� ;-q 7z N ;N ;'� 7� 7; PIZ 7� ;", Pq n 00 it 01c, I 1 10 0 010 o 00100,0 000 0 0 0 000 00 0 z z 0 z 0 z 0 0 0 0 0 0 0 0 010 0101010,10 0 X 00 ;N 00 n 0 0 7q 0 n 7z ;N n 7� 7: 21; ;'lz n m 7; 71; 71� 00000000000000000OZZzzz n N n n zz 000 71 ;14C A 7� 7� P� 7� m 7; ;'K P ?nq 0 0 010 0 pl� ;'K 7K 7� 7; ;'K 71; n ;lq Pq m n 00 0 00 P�' 00 C) 0 71; 2K 7� ;'K I C) 010 0 0 0 0 00 0 0 0 0 0 0 0 z z z z z 0 Z'z 0 0 z 0 0 0 0 0 00001010 14 - 0 (D�7; 7� 7z 7;X 7c ;'K P� Pq 0 N A 7� 7� ;'K 7q 71; 000 0'0 007, 7; 7; 7; 7: 0 101010101Z 0 1 IT 7 N 0 P F: 0 V nw 0 nw 0 0 w 0 n w 0 non Exposure 0 R 9 H k- 4 w m m m m " 5 0 CL 0 rt CL 0 a O M O a O K 0 UlN D - , n w N , Ul : Zone 0 m F P, 0 3 Z =0 Am m ID DITION(2017).FLORIDA WIND ZONE COMPLIANCE WORKSHEET,Height(h): 30 ff,GCpi=+0.18,'Kd=1,Kit.=1 FBC Section 1609 Wind Speed-V it(mph)3-second gust Design Nail Engage Pressure 110 120 130 140 150 160 170 180 190 200 K N sf w OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone Studs 102 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK OK OK C S OK OK OK OK OK OK OK OK OK NO D OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK' DK OK OK OK OK OK NO C Zone Studs 74 OK OK OK OK OK OK OK NO NO NO D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK NO NO NO C 5 OK OK OK OK OK OK NO '"' NO -'NO ' NO D OK OK OK OK OK OK OK NO NO NO B Interior OK OK OK OK NO NO" NO -NO NO NO C Zone Studs 41 OK OK OK NO'- NO NO` ' NO NO- T. NO'" NO D OK OK OK DK OK NO-- ' NO NO -NO NO B End Zone OK OK OK NO NO NO NO" NO'` NO:-'' NO C S OK OK NO' NO, NO NO NO NO -NO NO D OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK NO C Xone4 Plywood 72 OK OK OK OK OK OK OK NO NO-- NO D and/or Studs OK OK OK OK OK OK OK OK OK OK B End Zane OK OK OK OK OK OK OK 'NO' NO NO C 5 OK OK OK OK OK NO NO NO NO' NO D OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK "NO C Zone Studs 74 OK OK OK OK OK OK OK NO '' NO` ''NO D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK NO -NO" NO C S OK OK OK OK OK OK NO- NO NO NO D OK OK OK OK OK OK OK NO NO NO B Interior OK OK OK OK -NO NO -NO NO NO NO C Zone 4 Studs 41 OK OK OK NO NO NO ' NO NO-- - NO NO D OK OK OK OK OK NO" " -NO NO NO` NO B End Zone OK DK OK NO NO NO NO NO NO '". --NO C S OK OK NO NO NO- NO' -NO-- NO' NO NO D OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK NO C Zone Plywood 72 OK OK OK OK OK OK OK NO NO' NO D and/or Studs OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK NO "NO' NO C OK OK OK OK OK NO 'NO NO- NO` ` NO, D S ER C13820.04.09-1-R3 Norandex-FL12500•R3 NORANDEX;(517)780-3185 09/26/2017 Appendix 1,Page 2 of 2 F ; .Florida Building Code Online Page 1 of 3 rF77 - - _ - - - i i.°.` `'�.' ."'^ �.'` _ �''i"I ._ '�l fl':j.y• ;.4 - �I•- ���rh �sti � _ - .. _- _'• _ � ..'_ :_. '-` .. i.nr7'ti'.":ts.':`fr•-r:,;T4a.T'•rs;j;:;'?.:I:ll c,a. ,�•.4..,,,,: BCIS Home Login l.User Registration Hot Topics l Submit Surcharge l Stats&Facts•I Publications FBC Staff l BCIS Slte Map Links l Search Flolida .. Product Approval USER:Public User L+A=1Rc:J@�er� Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4904-R8 —.�__.r`.• 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 El Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (600) 663-3667 sschrelber@masonite.com Authorized Signature Steve Schreiber sschrelber@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 •. !/ H • 1 � .y t. / I Y.� rl !'1 TY�_t Y!\ .�-. � � �+�r, • �r .�..-...���.� 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.01.odf 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.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 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 NI006110.01 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'-B"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-FL0128-05. 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 hf+r�c•//xxnxnx�flnri�ahi�i��inrr nrrr/r�r/r"- or,r. r1+1 nn,.v'�,-,nrn,Y,—,��r��t�vn,<.f-Tl..+.,1„T,,,T7't.n.t�c".. �ini�n�e Florida Building Code Online Page 3 of 3 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.pd 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-OS, 1 4904.6 Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S and 01S Door w/or w/o Sidelites I Units Limits of Use Certification Agency Certificate Approved for use in HVHZ.Yes FL4904 R8 C CAC N1006110.03.i)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use In locations adhering to the FL4904 R8 II FL0130,pd 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.j)d 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 required,See DWG-MA-FLO130-05 for details. 4904.7 Wood-edge Steel Side Hinged Door 8'-0"Glazed I/S Door wl or w/o Sidelites I Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110.04.r)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.No 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0131.od 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.I)d 12'-O"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party: Yes resistance Is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites I Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110.04.1)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure:+45.0/-40.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0131.pd 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.pd 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 required.See DWG-MA-FLO131-05 for details. Back FERt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-182 The State of Florida is an AAJEEO employer.Copyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statemen :t 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 small address V 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,F.S.,please click here. Product Approval Accepts: Credit Card Safe 149'UAK. OVERa FRAME WIDTH 21 MAX 38.375' MAX. (0 SIDE;HINGED WOOD-EDGE STEEL DOOR UNIT D.L.O.- 37.5" MAX L PANEL WIDTH r E6�-B"DOUBLE DOOR WITHI WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH cj�-j f B�D N RA NOT S LU 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0- THE FLORIDA BUILDING CODE AND XVHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W In DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ;2ty Z 0) 0 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. 's 3. IN THE 14VHZ' FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FOC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. S. PLASTICS TESTING OF LITE FRAME MATERIAU TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP "g 0 RATE OF ASTM 2DiT Z 1 T 1�F BUR 29 SMOKE DENSITY ASTM D2843 1 13.47 ENSILE STRENGTH* ASTM D538 1 7.50% DIFF LL. COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 0 Addeockrn to NAW DOU13LE DOOR UNIT Wl_�jIQEI IT w V)In In 3: wimmNa., cBn�tn:En iE gY 0 16 z w U- of ® ® 0 n-tn 0 cn 13 M 0 0 rp 11 130 El"ll 11 El En Z Mtn, 0 0 LU -003 003 n 0 , '4 SINGLE DOOR UN SINGLE DOOR,UNIT OOR UNIT siNGLE mog UNIT wZswEL DOUBLE DOOR,ukr wlsipagEs WITH SIDEI WITH SIDLI 1.mc z WHERE WATER INFILTRATION PERFORMANCE Is DESIGN PRESSURE RATING REQUIRED To BE 15% OF DESIGN PRESSURE DATE 7/11/05 TABLE OF CONTENTS GWIDTH INSWING OLITSWING INSWING OUTSWING SCALF-, N.T.S. X I MAXm8L 6__ __ DESCRIPTION 17.5"_ +76. +7g6.0 -76.0 +19.0 -19.0 +11.61 -55.0 :Tg "gg.55_0 _ 1 TYPICAL ELEVATIONS& GENERAL NOTES xx 74" +55.0 -55,0 - .0 -55.0 +2-2 - -55.0 Dva BY. SWS 2 CHORING LOCATIONS +55.0 -55.0 .11.0 ��111:20 AN -55.0 DETAILS 5_0 BY. g+5 55-0 .0 -19.0 -55.0 3 A 1 550 55 +5-5--0 4 - KURT BALTWOR DRAWING NO.- IAN ANCHORING LOCATIONS +55.0 - 50 +.0 oxyr) -1- 149" +55.0 -55.0 +55.0 - 50 11 99 0 -190 FLORIDA P.E. DING-MA-FL0123-05 #56533 ISHEET SEE DETAIL S. 3 111: 00 T 3. C) 3' 6" 6- V� zho < V) CL w atui SEE DETAIL 'D SHT. 2 En SEE DETAIL "C" SHT. 2 cc 0 0 H 6 W, yam, may.Ci 3" 3" SEE DETAIL 6' "i SHT. 2 er ATTACHMENT DETAILCLI rn in tn 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, BE M:�:m SIGNED AND SEALED BY LUIS R. LOMAS, PE kwmdn to NWI En V) (FLORIDA #62514) WITH THE LOWEST (LEAST) fl w FASTENER RATING FROM THE DIFFERENT FASTENERS No'rmdDr! BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 15 acif tin 0 U)C-3 z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR m En 0 LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE o[d w cn WOOD SCREW EDGE DISTANCE MIN 3/4". 9 1,0 1. KWIKSET S RIES 400 GRADE 3 CYLINDRICAL LATCH AND cr SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2" CENTERLINE. Fd PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO 0m0 w BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES rnN CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM —A 12" O.C. 1.50" 115" 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN = 0.25" IN 0.25" MAX ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM srii DATE 7/11/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL SwF: N.T.S. MINIMUM EMBEDMENT OF 1-1/4". DiNG.ITY. SINS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.ft TRANSFER LOADS TO STRUCTURE. DRAWIND NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY Dw0-MA-FL01:29-05 ANCHOR INSTALLATION ANCHOR INSTALLATION ISHM-3-OF "?Nt BCIS Home Log In User Registration 1 Hot Topics Submit Surcharge 1 Stats&Facts Publications FBC Staff f 5CIS Site Map E Links search Florida Product Approval r USER:Public User Product Approval Menu>Product or Applicatfoll Search>Aor)llcatlon List>Application Detail FL# FL17822-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE El Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMAIWDMA(CSA 101/l.S.2/A440 2011 ASTM E1300 2004 Equivalence of Product Standards Certified By RJI affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes 0 No 0 N/A https://floridabuilding.org/pr/-.nr_api)_dtl,aspx?-para=—WGEVXQwtDqt2ZOX6B2YIUoTIE... 1/9/2018 eage 2 of 2 FL17822 R3 COC_6thEdFBC-FL17822.pd Product Approval Method Method I Option A - Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summary of Products FL# Model,Number or Name Description 17822.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC CAR 138-1350,pd Approved for use outside HVHZ.,Yes Quality Assurance Contract Expiration Date Impact Resistant.No 06/17/2019 Design Pressure:+35/-35 Installation Instructions Other:Max.size 53 1/8"x 76",Fin,Flange,DP+./-35 PSF, FL17822 R3 IT CWS-1099A(SH-610, NI DP35).pdf Glass complies with ASTM E1300-04, Verified By: Lucas A.Turner PE-58201 Created by independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalRep CWS-1099A(SH-610, N1, DP35).pd Created by Independent Third Party:Yes 17822.2 SH-610 Vinyl Single Hung, Non- Max.size 53 1/81'x 76",Fin,Flange;DP+/-35 PSF.Glass I Impact complies with ASTM E1300-04. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC 138-1392CAR,i)d Approved for use outside HVHZ:Yes FL17822 R3 C CAC 138-1393CAR.pd Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/17/2020 Other: Installation instructions FL17822 R3 11 CWS-1099C.od Verified By: Lucas Turner,PE FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalRegorl:1099C.od Created by Independent Third Party:Yes Hack Next Contact U 2601 Blair FL 32399 Phone:850-487-182 The State of Florida is an AA/EEO employer.Copyright 2007-2023 State of Florida.;:Privacy Statement::Accessibility Statement Refund Statemen 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,F.S.,please click here. Product Approval Accepts: 0 R99 ER 0 Credit Card Safe hops://floridabuilding.org/pr/pr _app_dtl.aspx?param=wGEVXQwtDqt2ZOX6B2YIUoTIE... 1/9/2018 SINGLE HUNG-NON-IMPACT GENERAL NOTES: (SHOWN wIDIFFERENT OPTIONS) I.THEPRO COMPLYWITH TO DUCT SHOWN HEREIN FLORIDA IBUILDING S DESIGNED AND(FBC),MANUF UR AC RTURED VONDOW SYSTEMS THE CODE CENT EDITION. 1SWSW44THAVF_ OCAIAFLOFJDA34474 FUN DTH 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWSCC i FLANG939f WIDTH UNIT A STANDARD WITH&GLASS 531 UNIT a STANDARD WITH J,GLAS S 610 PVC 3r uNfIrwrolm MAX UNITWIDTH 3.COWIGURATIONS:'QM SINGLE HUNG NON-IMPACT GLASSOLO 4.DESIGN PRESSURE RATING:-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GIASSTABLESASTME-13OD-04. SLAS"D_ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER P: al INFII.TRATIONTEST PRESSUREAND GLASS TABLES ASTWE-120-04. AlIP/7- 5,ANCHORAGE*`D4E33 lrJ%MESS INCREASE HAS NOT BEMUSED 151 [11 5.d 17," 3411- INTHEDESIGN OFTHIS PRODUCT.SEE SHEETS 6-7 FORANCHOR to FLANGE PLAN.. LASS DLO DETAILS.WINDLOAD DURATION FACTOR Cd=tti WAS USED FOR 073,0' WOOD ANCHOR CALCULATIONS. B 0 E3 S.NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 72' C if MAX Tv T.ALL FRAMES AND VENTS FULLYWELOED.SMALL JOINTSEAM HEIGHT MAX Samjw USED AT FIXED MEETING RAIL AND JAMS. UNIT a &SERIES I MODEL DESIGNATION SH-SI Q. I a c M THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 6 X=OPERABLE SASH,0.FIXED SASH x x 0 -41 1. 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR MAX xi SASH 7 GLASSOLO LOCATION. 58201 HEIr.1 D G It EXTERNAL WEEP SLOT-114 x 1-19"LOCATED S'FROM BOTH 7 ENDS. _0 STATE OF C Turner Lucas A. D A 2016-08-05 15:14-04:00 81512015 GLASSDLO LUCAS A.TURNER'P.E. 4 FLPr;llSB2DI UNIT A MAXSASHWIDTH 1239JABARAAVF- NORTH PORT,FL34289 P14.941-3SO-1574 UNIT B shm DESCRiFnam GENERAL NOTES AND ELEVATIONS TABLE OFCONTENTS MAX.UNIT DESIGNPRESS RE IMPACT um—may.- DA GENERAL NOTES&ELEVAMONS.-I SIZE REINFORCEMENT 'RATING RATING SIB 05127/16 GLAZING D2TAILS____._2 53-1/8'x_7_6'qj�� 2115 85 PSF NONE owc" SKTRUSIONS&S.O.M............_A E CWS-1099 C ANC 37"x72' 200912115 35 PSF INSTALLATION &NOTES— 4 SCALe: SHEET TION :T IN 13.r37 WINDOWSYSTEM 19 DD SW 44TH AVE. 14 4 9 2 OQ�"FLORIDA 34474 Www-cw&cC 610 PVC SINGLE HUNG 4 NON4MPACT LJ SECTION S-S m g g NOTE.LEFT SIDE SHOWS FIXED SECTION VIEW. RIGHT SIDE SHOWS SASH SECTION VIEW. rKWn 3 0 4 n n a ir i 1 II za rINTERIOR WITHOLIT2115REINFORGEMENT IM lor-1 a. - rl 11 vi SEE CHART PAGE I n n ,,00NO", IL-J! WITH 2115 REINFORCEMENT SEE CHART PAGE I u u n nB)S/2016 LUCAS A.TURNER,P.E. SECTION D-D FL PE#58201 47 IF DEEP POCKET UNI-FRAME 1239 JASARA AVE. NORTH PORT,FL 34288 2 PH.941-380-1574 -,T SECTION VIEWS Do I ls" SECTIONA-A SECTION D-C ❑NOTES: ar. ALTERNATE HD MEETING RAIL FIN FRAME AVAILABLE FOR BOTH UNI-FRAME sia 06/216 AND UNI-FRAME AND STANDARD FRAME TYPES. QwGv. R&v: 880 BALANCERS AND DEEP POCKET UN!-FRAME CWS-1099 C (ti-6193)REQUIRED FOR LARGER SASHES.(NOT 3DM-- SHEET NOTE;ITEMS NOT SHOWN FOR CLARITY.-3841 SHOWN IN SECTION B-B) 1:2 SOF7 ANCHOR Q MIDSPAN WINDOW SYsms 1900 SW44THAVE, g MAX RYP,) 4•MAX(TYP.) s MAX O.C.(TYPO OCAI.e�FLORIDA 34474 r MAX.(TYP.} SEENDTE2 4•,VAXfn?Y SEENOTE2 WWW.CWS.00 610 PVC SINGLE HUNG MAXO.C. MAX D C. NON-IMPACT L 0 trn) o �m� 7HRDUGHFRAME EUTCEWL J- / 12 fWt H DWVADTHS y gxg.Sz J / OVER3r W W m O} z w a °z X 0 A LU �( LU'` INSTALLA17ON ANCHORS M.) tsmaZ �' s0itcu�+alan7s AGE) ANCHOR LAYOUT-(FIN) ;PNc B.N-.SW,,.lGr No 58201 De NOTES: %'g0'� STATE OF ?�TLti 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD. ' ONA . 2.SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACKTOBE 11,V.USE SHIMS WHERE SPACEGREATER THAN III WIS PRESENT.LOAD BEARING SHIMS SHALL BE y� olmIS CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. r`" 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED 84 THESE DRAWINGS,SEE TABLE 1,SHEET S. 615/2016 LllCAS A.7URNER,P.E. 4.ALL INSTALLATION ANCHORS MUSTEE MADE OF OR PROTECTEDWITHA CORROSION RESISTANT MATERIAL ORCOATING.DISSIMILAR METALS OR MATERIALS IN CONTACTWITH PRESSURE TREATED WOOD MUST FLF 11BE201 BE PROTECTED TO PREVENT REACTION. 1239JABARAAVE, NORTH PORT,FL 34288 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCEWITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380.1574 SPECIFIED IN TABLE 1.SHEET S, Sy D ION: 6.ANCHOR EMBEDMENTTO SUBSTRATE SHALLBE BEYOND WALL DRESSING ORSTUCCO.FOR CONCREMCMU OPENINGS,EMSEDMENTSHALL BEBEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE-IX SUCKSARE CHOR SCHEDULE AND OPTIONAL NOTES 7,AMINIMUM CENTER TO-CENTER SPACING SHALLBE MAINTAINED BETWEEN ALL FASTENERS:9'FOR MASONRY,I*FOR WOOD AND METAL, OR4YfNBY: GATE: SJB 05127/16 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLYDESIGNED I3YTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE OW • REV- SUBSTRATES SHALLMEETTHE MINIMUM STRENGT#T REOUIREMENTSASSHOWN LNTA9LEI.SHEETS.CONCRETEAND MABONRYSUSSTRATES MAY NOT BE CRACKED. OW$jOgg 0 S.SEAL1Nq AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERSFOLLOWING THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS: SHEET FlAA1MMA OOFINWTND W AIAAMA DERANGE NDOWS ATWOMA S 0 %M OWS MA300 ROROOOR 125 50F7 1'MIN.EMBEMD 114-MAX SHIM— W}DISYSTEMS $$$ ISDO SW 41TH AVE o °a +'a,a• P MIN.EDGE DIST. OCALry FLORID A,3474 7WICALHEAOANCHORAGE iNS CO www.CW5.CC SHfi'ELCO ULTRACN 1'MIN.EDGE DIST. a°q A ° ° 610 PVC .a.p D DDD .p O ava,aae D 4' SINGLE HUNG T . CONTWUOUSOBLIA'SEA DOPLI a°D jsa NON-IMPACTSO SEALANT ARESSUBSTBYOHERSR £R £T AT ALL WbICATDFOIN7SR BETYEEN EEAESHT6 THE FRAMEAND SUBSTRATE BY INSTALLER ° D D PERIMEfERSEA ANT D• °D DDDy V MIN. BEDMEN7 aD a o 6 q SEALANT BEHIND FLANGE By.p��k� D a D- BYINSTALLEi ,a a INSIDEAND OUT 7 m Y Y L'7 PERIMETER SEALANTBY INSTALLER SOLID CONCRETE w N SEALANT BEHIND FLANGE 114'MAX SHIM INSIDEAND OUT SUBSTRATE SY OTHERS to Z BYINSTALLER Q SEETABLS15HTH zo HOR2ONTALSECTION 3 O 7 TYPICAL JAMB ANCHORAGE Ixii o w N LJ INSTALIATIONANCHOR o O 3116'ELCO ULTRACON CONTlNUOUSDBLIIR'BEADOFSEALANT N a AROUND PER1h1ETER®ALL INDICATED gi¢ O POINTBBETWEENTHE FRAMEAND SUBSTRATE O y m BY INSTALLER z fO O m t� ttSSHIMSHIM !'M7N.EN.BEDM.ENT SYINSTA BEHih'O FLhNG'c !/4'MAX SHIM �BYINSTALLER ;asERIMETc'RSEALANT aa° 1'MIN.EDGE GIST. tiPS•�LG£NSF'Py�IN INSTALLER -v -v =-a-=- x-INStDEAN50UT \\\ � D D:v D aD � tNSTALLATiDNANCHbRD 3tIB'ELC011ITRACON a,a°a.EXTERIORFINISH ' a Da 1'MIN,EIGE DtST.BY OTHERSD .� "p? STdTE OFDD vDv CONTINUOUS DBL IKBEAO OFSO_IDCONCRETEv D vD - SEALANTAROUNDPERIMETERaaaSUBS EE BYDZHERS D DvD AT ALL LNOICATEDPOINTS BETWEEN �4pHniIs SHT6 THE FRAME AND SUBSTRATE BY INSTAL '•a��NOSILANCHRSREC •aNO Ss.LA74CNGR5 RED'JtRED a°aLUCAS A.TURNER,P.E.SCUD CONCRETE FL PEN68201 SEALANT BEHIN5UBSTRATE DYOTHERS 1239JASARAAVE. BYINSTALLERSEETABLEt.SHTS NORTH PORT,FL 3428E PERIMETERSEALWORD SUPPORT73Y OTHERS PH.9�11-SB0-W4 INSIDEAND OUT -EEf DESCRIPTIDti: INSTALLATION DETAILS G HOA¢ONihLSEGTION POURED WALL T TYPiCAt.lAh1B AWCt1ORAGE-WOOD SUPPORTS HEAD AND SILLSIt7i[AR(NO SILLANCHORS} DRAWN85: DATE SJB 06127JIG D.0. NOTE:INSTALLATION ON THIS SHEETARE FOR SOLID POURED WALLS USED OWS-1099 C SPECIFICALLY IN THE VILLAGES,FL OR FOR SIMILAR SOLID POURED scAtE: SHEET WALLINSTAtLATiONS. 70F7 NOTE:U *FRAME OPTIONS NOT SHOWN 1:1