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HomeMy WebLinkAbout20-22378 i CITY OF ZEPHYRHILLS 5335-8TH STREET /f ' (813)780-0020 22378 BUILDING PERMIT PERMIT INFORMATION_ LOCATION INFORMATION'- `. Permit Number: 22378 Address: 37536 NEUKOM AVE LOT 25 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: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0090-00000-0250 Improv. Cost: 5,200.00 OWNER:INFORMATION Date Issued: 1/28/2020 Name: YOST, JAMES &JANNA Total Fees: 105.00 Address: 12668 HULL RD Amount Paid: 105.00 UTICA, OH 43080-9448 Date Paid: 1/28/2020 Phone: , � -� Work Desc: CONSTRUCT SUNROOM UNDER EXISTING ROOF 108 SQ FT CONTRACTORS APPLICATION'FEES SUN STATE ALUMINUM INC BUILDING FEE 105.00 I A! Ins ections Required FOOTER 2ND ROUGH PLUMB Misc 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. i 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. CONT C OR SIGNATURE PERMIT OFFICOR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2020014878 OR BK 1 01043 PG 2692 Page 1 &1 01/28/2020 11:03 AM Rcpt:2129686 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller � S �a7a �Utitlak 2-(P�/A t 45 10 ✓Permit No. Parcel ID No 33 -5 4 d _1 NOTICE OF COMMENCEMENT l State of �I T l (4 0-\ ' County of J G U THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of Property. Parcel Identification No.. -ey - O Street Address: ( . - Sy 2. General Descripbon of Improvement r i 3. Owner Information or Lessee infomtation 9the Lessee contracted for the improvement: Address k City State Interest in Property: Name of Fee Simple Titleholder. (If d'dterent from Owner fisted above) Address City State 4. Contractor. 11 411" 33i y Address /�_ 7ife 7?Q City State nfred Coofs Telephone No.: 5. Surety. Name Address city State Amount of Bond:S Telephone No.: 6. Lender. Name Address City State Lender's Telephone No.: 7. Persons within the Stale of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: a. In addition to himself,the owner designates ! of to receive a copy of the Uenoes Notice as provided in Section 71 .13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. E)Iration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but wig be one year from the date of recording unless a different date Wspectfied): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1. SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the for Wg.a Tice of ccmmencemerd and that the fans stated therein are true to the best of my knowledge and belief. I STATE OF FLORIDA l �� COUNTY OF PASCO ��ur eofOwnera Less , rOwners sees ortzed 6fficer/Dir IParine neger ..11 Signato s T/7ge/officeffll _ The foregoing instrument was aclmowledged before me this day�.20;lph r�' as of authority,e.g.,officer�trustee,attorney in fact)for (name o1 op behE f whom in end s execut I Personally Known 0 QR Produced Identification Notary Signaturia Type of Identification.Produced alp ��. Name(Print) i ,.Jar,,rr•rfilli $NISFIEM K OELCOTTO .. . a P � Notary Puhlfc�Stela of Florida i Cpnlntisolon I FF581 Ccrtim..Eliplres•Jtin 28,2020 a.... BoiidldNltou�t7>2lontilWrY Assn. wpdatalbcsfnoticecommencemenlp W 53048 SATE OF FLORIDA,COUNTY OF WCO THIS IS TO CERTIFY THAT THE FOREGOING 15 A TRUE AND CORR-QT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESI Y HAND AND OFFICIAL SEAL THIS 1 DAY OF:=,,U v%zt 9 CLERK&CR PTROLLER By PLITY CLERK F - i City of&phyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: 3-7 s 3 p AEG( ff (wAW Permit Type: Approved w/no comment:❑ Approved w/the below comments: Denied w/the below comments: O i 1 This comment sheet shall be kept with the permit and/or plans. JAN 2 2020 J�- K.alvin Swi s xaminer Date C ntractor and/or Homeowner (Required when comments are present) i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received � ✓ y Phone Contact for Permitting p os- Owner's Name ? Q m S Owner Phone Number Owner's Address J75' 3(o e tom Owner Phone Number Fee Simple Titleholder Name Owner Phone Number I Fee Simple Titleholder Address JOB ADDRESS 7,��t! Pu hY 3!397 LOTT# SUBDIVISION OriraNS PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B 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 e)f;S-k/J4 lf'138 7 BUILDING SIZE I q/6y�� SQ FOOTAGE 6 a HEIGHT �r�rrr��r�r��r�r r�P-r1'rr-r�r-rr-rv�rs�rrrr-e"r'r"r'i-����r'rrl"c�rr'r��re'rrsatP BUILDING $>4 0 VALUATION OF TOTAL CONSTRUCTION I =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION '" ` 1 =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO if BUILDER (� COMPANY G/ll s i'C 4 /��J/d!•! SIGNATURE REGISTERE= Y/ N FEE CURRENY/N Address /r'y� / Ad /�l/ 3'? 7e,t�J-- License# *66&0171-1 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y! N FEE CURREN Y!N Address License# I PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N i Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License'# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111lI1111,111 [ III11111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence Installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge 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,Stonmwater 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. +F-Fa-3+f+1-4.1-k-t+1+6-�1-I-I+1-4-1-1+1m8-ICI+S-I+t+1..F.i-1+l�I+kl+{+N-ia1+1F-1-6-1-I+f+l - Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) •' Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) brrveways-Not_mer Co_uriter 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that 1, the applicant, have been provided with a 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 COMMEN EMENT. FLORIDA JURAT(F.S.1111 .03 rr-- __ /�/j///,,'- - OWNERORAGENT IWW" CONTRACTOR�� ZA41 ,;a Subscribed and sworn lo(or affirmed before me this Su sc kibdnd sworn to(or affir ed)before me this by -Who is/are personally known to me or has/have produced W o iserson IIy nown to me or has/have produced as identification. as Identification. Z. r . Notary Public ®Notary Public Commission No. Commissio,N Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped JACQUELINEBOGES * Commission#GG 276457 r`,•' Expires December 12,2022 '':;'o'F j;°.••' .7019 Bonded Thfu Trq Fain tnwrxnca 800 385 SUNROOM. 1. 1.A one-story structure attached to a building with a glazing area in excess of 40 percent of the gross area of the structure's exterior walls and roof. 2. 2.A one-story structure added to a dwelling with solid roof panels without sloped glazing. The sunroom walls may have any configuration, provided the open areas consisting of operable or fixed glass or windows or side hinged or sliding glass doors of the longe j wall and one additional wall is equal to at least 65 percent of the area below 6 foot 8 inches (2032 mm) of each wall, measured from the floor. For the purposes of this code the term sunroom as used herein shall include conservatories, sunspaces, solariums, and porch or patio covers or enclosures. R301.2.1.1.1 Sunrooms. Sunrooms shall comply with AAMA/NPEA/NSA 2100. For the purpose of applying the criteria of AAMA/NPEA/NSA 2100 based on the intended use, sunrooms shall be identified as one of the following categories by the permit applicant, design professional or the property owner or owner's agent in the construction documents. Component and cladding pressures shall be used for the design of elements that do not qualify as main windforce-resisting systems. Main windforce- resisting system pressures shall be used for the design of elements assigned to provide support and stability for the overall sunroom. • Category I: A thermally isolated sunroom with walls that are open or enclosed with insect screening or 0.5 mm (20 mil) maximum thickness plastic film. The space is nonhabitable and unconditioned. • Category II:.A thermally isolated sunroom with enclosed walls. The openings are enclosed with translucent or transparent plastic or glass. The space is nonhabitable and unconditioned. • Category III: A thermally isolated sunroom with enclosed walls. The openings are enclosed with translucent or transparent plastic or glass. The sunroom fenestration complies with additional requirements for air infiltration resistance and water penetration resistance. The space is nonhabitable and unconditioned. • Category IV: A thermally isolated sunroom with enclosed walls. The sunroom is designed to be heated or cooled by a separate temperature control or system and is thermally isolated from the primary structure. The sunroom fenestration complies with additional requirements for water penetration resistance, air infiltration resistance and thermal performance. The space is nonhabitable and conditioned. • Category V:A sunroom with enclosed walls. The sunroom is designed to be heated or cooled and is open to the main structure. The sunroom fenestration complies with additional requirements for water penetration resistance, air infiltration resistance and thermal performance. The space is habitable and conditioned. R402.2.13 Sunroom insulation. Sunrooms enclosing conditioned space shall meet the insulation requirements of this code. Exception: For sunrooms with thermal isolation, and enclosing conditioned space, the following exceptions to the insulation requirements of this code shall apply: 1.The minimum ceiling insulation R-values shall be R-19 in Climate Zones 1 through 4 and R-24 in Climate Zones 5 through 8. 2.The minimum wall R-value shall be R-13 in all climate zones. Walls separating a sunroom with a thermal isolation from conditioned space shall meet the building thermal envelope requirements of this code. 1 ' I I b I 1 �l , I 1 I i I I I i I I - I r 1 Y),•I Ii'I.I - jI IiII I,IIi - ,'iIiI III !•ifII IiIIII _;IIi�- YA - i I Ii�i!I GW H PREVAIL LL D®�tiPLY ALL WORK SHA ;C Dc, Tly CODES FLORIDA BUILDING NAIONALELIivTRIC CODE, OFZEPHYRHIL AND THE CITY ORDNANCE§EVIEWpiLrRHIOF ZEPCITY E ,31 ALL WORK SHALLCOMPLYWITI-Ij - lI I�N- G CODE FLORIDA BUILDING CODE, NATIONAL E [ c-tRICODE, !a�-7 el ANDITHE CITY OF ZEHYRHILLS ORDINANCES is C I'IIj Ii � .- -- -;III;II -- I . I I I i i j I , , -All o, _ Florida Building Code Online Page 1 of 2 fit }2? lit Business : Fr0feSS-i"a1' R09Uf0fi10n07 BCIS Home i Log In i User Registration Hot Topics Submit Surcharge i Stats&Facts i Publications i FBC Staff BCIS Site Map Links Search Florida ° Product Approval L: USER:Public User � „pirc�tc�,uu�.cms Product Approvai Menu>Product or Application Search>Application list>Application Detail i FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 Nell.3,Sexton@saint-gobain.com I Authorized Signature Neil Sexton Neil.J.Sexton@saint-gobain.com Technical Representative Nell 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 d 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. j Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich,PE ,76 Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen ndf 1 Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code i https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 i _ 0 I TRINITY 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 j 0.048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,DSDL,D6 0.044" Great Barrier D4,D5DL 0.044" Polar Wall Plus! D4,D5DL,D6 0.044" Norandex Sagebrush D4,D5DL 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 TrinityJERD nor Robert Nierninen, 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 (Va,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 res!stance 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. I 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6(Pa,d)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed;buildings (GC,1_±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 (KZt=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 zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the I mean roof height, whichever is smaller, but not s less than either 4% of the least horizontal plan- d 9 O of view dimension or 3 feet, as outlined in Figure o ! 30.4-1 of ASCE 7-10. i s s I Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate ofAuthorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 I 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 5. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1%" 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 Soffit,©ASTM. Complete information on the Vinyl Siding Institute can be found at www.vinyisiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate ofAuthorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 o v o o v c o a c o a c o a c o v c o.a c m y o v o m o y o m o o aUOZ Cl C N VI GJ C N l!7 N C N OJ C N in y C N lf1 y C N VI N Ln � o c o a a o a o a o a 01 o a N C = N c co N C C N C C N c C N `C C N c W W W m N r O O O ainsodx3 m uomua m uomuo m uomuo m uamuin m uomuo m uomuo m uomuo 0 ,^� ,1D as O LL O 1 m y x Y Y Y Y Y Y Y Y Y Y Y Y Y u C C p O O .Y O O Y O O O O O Y Y Y Y Y Y Y Y ]G Y Y ry 0 0 0 0 0 0 0 0 0 0 0 Z'O O Z O Z Z O Z Z Z Z Z 0 0 0 0 0 0 0 0 0 0 0 Z 0 0 0 0 0 O w Z a Q m Y Y ]G Y ]C Y ]C Y ]G Y Y Y Y Y Y Y O O Y O O O O O Y ]G Y Y m Y Y ]G ]C Y Y ]C Y Y Y Y Y Y i O O O O O O O O O O O O O O O O Z Z O Z Z Z Z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !'I Y Y Y Y Y m M Y ]C ]C Y ]C m Y Y Y Y ' W O Y O O Y O O Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YMmi li 00000000000000OOOZOZZOZZOo 000000000000OOO !I 11. _ 'D Y " c Y Y Y Y m Y Y Y Y Y ]G Y Y Y Y Y Y ]C Y Y O Y O O Y Y Y Y Y I m Y M m ]C Y Y mYw �..� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O Z o Z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O t' � II C O M u ]G Y ]C Y Y Y Y Y Y Y Y Y m O Y O O Y ]C.Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y (� rn �..i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O Z O Z Z O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O a C) E M ' vl' j p Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y ]G Y Y m Y 0 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y'a ti O 0000 0 O coo 0 0 0 0 0 0 0 0 0 0 0 0 0 Z O o 0 0 0 o O o O O O O o 0 0 0 0 0 Y Q1 S W CL Cl m Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y M. 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Z O Z o 0 0 0 0 0 0 0 0 0 0 0 0 o z z p Z 0 0 0 O O O O O 0 0 0 0 0 O I., -m-I' 7C 7c 7C 7c 7C 7C p' p 7C p 7C 7< 7C 7C 7C 7C 7C 71 7C 7C 7C 7C 7C 7C O p 7C p' 0 7C 0 0 0 0 0 O 7C 7C 7C 7C 7C 7C O Q. � N Qq 7' f0D O O O O O O z Z O Z z, 0 0 0 0 0 0 0 0 0 0 o 0 O z Z O Z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 °- •V 7C 7C 7C 7c 7c 7c O p 7C 0- 0 7C 7C 7C 7C 7C 7C 7C 7< 7C 7C r. 7C 7C O O 7C O p 7C 7C 7C 7c 7c 7c 7c 7C 7C 7C 7C 7C 7c O In � o S Z 0 0 O O O Z Z Z Z Z p p p p 00 p z p 0 p O p Z Z Z. Z Z O p 0 0 o p p 0 0 0 0 0 0 W G1 0 7c 7C 7C 7C A O 0 0 O O 7C 7C 7c 7C 7c 7c 7c 0 7c 7C 7c A 7c O 0 0' 0 0 7c A 7c 7c 7c 7c 7c 7c 7c 7c 7C 7c O n fD p n j 'll• a +: � O Z O O O O O Z Z Z Z z O Z O O O O O Z O O O O O Z Z Z z Z O Z 0 0 0 0 0 0 0 0 0 0 0 F' o 7C 7C 7c 7c 7c O O'O 0' 0 7C o 7C 7c 7c 7C 7c O' 7c A 7c 7C 7C O'O O O O' 7C o 7, 7C 7C 7c 7< 7C A 7C 7< 7c 7c O 00 a u 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 o o GO A O 7< >c O O O. 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AO - s - D •. i .t o A Z Z p Z Z O Z Z Z Z Z z z Z Q Z z O Z Z O Z Z O Z Z Z Z Z ZZ.Z o Z Z O Z 0 0 0 0 0 p > > 0'0 7c O O >< O' O O 'O 0'-0 O O 7c O O 7c O O 7c 0 0 x o 00 00 O O O 7; O O 7c o 7c >< 7c 7< 7< o. a m x X m f N O O T N \ Fr+ A v n m v n m v n m o n m o n m o n m v n m v n m v n m v n m v n m v n m v n m v n m Exposure N O b O+ N O k� N O W W I II m m m m m m m o _ o o _ oa ao a n o a n M N 7 0 W N 3 W N O O W N O O W N 7 0 v N 7 0 N 7 0 Zone O N O fD -' O fD O fD ' O N s O N ~ O fD ' 7 A 7 A 7 A 7 A A 7 A D 7 A !D (D M CD fD fD fD ;� Florida Building Code Online Page 1 of 2 Susines ® ® - , ulat BCIS Home I Log In User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff BCIS Site Map I Links �-,Search.� db a . Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail I IN FL# FL161-R6 Application Type Revision 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 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE G Validation Checklist-Hardcopy Received i Certificate of Independence FL161 R6 COI EvalReoort176F.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By https://floridabuildin2.ora/-or/`Dr anp dtl.asnx?naram=WGEVXOwtDawf4ngAXh1045cs_.. 1/10/2019 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A,Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +40/-40 Evaluation Reports Other:Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReDOrt176F.pdf Rooms. Created by Independent Third Party:Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-242E.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:+40/-40 Evaluation Reports Other:Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReoort242E.pdf Rooms. Created by Independent Third Party: Yes Back nlext 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: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtD gvyf4ngAXh l 045 cs... 1/3 0/2018 _ wIN 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 27 3/4" MAX UNIT WIDTH 23 1/2" 1000 ALUM. GLASS DLO GUARDIAN DOOR NON-IMPACT z - Qzp / F- ow0 Qwco / w zoz a kMw Fn a �w3z��Of 2x z zx2¢0wp0 0 0ro 261/2" c� UrnwZa��O� GLASS z ozuujzjU� DLO ¢ HZ 200U.O � < 0�F_-0z / z / w on�u}iowinw 57" / 1i cn w MAX a ?=a ofp 0) w1-0 G.x > UNIT It w 3 w� HEIGHT n. o w D. • ,�����PNpRE JGP` ortisF 26" • N. 58201 •.41 GLASS DLO G9= STATE OF k •���S 18NA nEN���� z� 9/15/2017 22' LUCAS A.TURNER,P.E. GLASS DLO FL PE#58201 1239 JABARA AVE. SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288 ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574 SHEET DESCRIPTION: DOOR CONFIGURATIONS DRAWN BY: DATE: AIDE 09/OB/08 DWG#: REV.: CWS-176 F SCALE' SHEET 1:10 2 0F 6 WINDOW 5YSlEMS Il tur/I 15 12 1900 SW 44TH AVE. OCALA,FLORIDA 34474 13 INTERIOR g vANW.CWS,CC 6 1000 ALUM. 3a 35 °DID ( 1110 GUARDIAN DOOR a 37 NON-IMPACT 3 14 —Q z ¢TQ — UM ¢ — --- - - — - -- - ---- 3 14 28 c w z 0 z a ci 29 10 3 z ZK �= � r3��zo-Feria SECTION VIEW B-B Z 0 z o w - ¢ I=z,��o=LLO ¢ w—xoz O 0¢ F UFZ w 00�rrr�owm� INTERIOR LL i(D w 0 O co wF� Lu Lu a o a Vl*5•��CEIUSFQti+� i No 59201 'fib %9• STATE OF �U� ✓' 9/1 512 01 7 16 7 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 5 NORTH PORT,FL 34288 PH.941-380-1574 • SHEET DESCRIPTION: 23 SECTION VIEWS 6 (1193) THRESHOLD DESCRIPTION MAX.POS.DP ALT.THRESHOLD(1186) ALT.THRESHOLD(1126) DRAWN DATE: SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE ADE 09/08108 1186 STANDARD THRESHOLD +40 DW6#: REV.: 1193 SADDLE THRESHOLD NONE - CWS-176 F ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: SHEET 9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 3 OF 6 PARTS LIST ITEM PART#DESCRIPTION VENDOR MATERIAL 25/8" 36 1 S-1377 HEAD,ZBAR,OUTSWING KEYMARK ALUM Qzmp m 3 S-1374 JAMB,Z BAR,OUTSWING KEYMARK ALUM EMS 5 S-1186 THRESHOLD KEYMARK ALUM 9 2 1900 SW 44TH AVE. 6 S-1193 SADDLE THRESHOLD KEYMARK ALUM OCALA,FLORIDA 34474 WWW.CWS.CC 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 -H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 1000 ALUM. 10 P-3008 HINGES IDEAL SS 1!8" 8. OUTER FRAME GUARDIAN DOOR 11 P-3376 POP RIVET HUB SS ASSEMBLY 12 ,P-3280 DEADBOLT-3127-A-Q DELANEY SS 61116" 41/4" NON-IMPACT 13 P-3280 LOCKS ET-3127-A-Q DELANEY SS 11 14 P-3302 WSTP,.330 x.187 FIN,BLACK SOFT TOUCH ULTRAFAB ¢ z ? ¢z 15 P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB CO 16 P-3224 WSTP.,THRESHOLD VINYL TEAM PLASTICS z w_o a�z O w 17 P-3087 GASKET,DOOR KNOB PRATT IND. FOAM 1/16" 0 z w 3 z 0 IY lLL 1-W zI-�22_ r 16 P 3204 GASKET,DEADBOLT HO PRODUCTS FOAM LLI z Sz=� 19 P-3584 FOAM CORE ELITE DOOR CORE-H-1001 0 O I-O�.¢2W O W U U,F- a F-u~ia 23 P-3214 BUGSWEEP O z-U z z 24 P-3539 8 x 3/4,QUAD PAN TEK FASTEC STEEL PANEL FRAME z 0 O U 0 U- CORNER KEY-S-1002 ¢ I--W g�O LL Z 25 P-3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM ASSEMBLY Y ¢3:0 w-=0 26 P-3350 IFOAM BLOCK,FILLER METALS USA S 2< r j v~z'j 28 P-3369 CYLINDER,DOOR PLUNGER YALE LD SS w 0 0 Of>-0 w�n w 29 P-3370 CYLINDER,DEAD BOLT YALE SS z wa 0�u)I- 31 P-3531 8 x 3/8 PHIL FLAT SMS FASTEC SS 0 w H--0 a Oz u}i 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC w F= a w�d 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 23/8" �23/8" 35 P-3368 DEAa. ODBOSTRIKE STRIKE YALE SS —4" -� 1/16 3 4„ 2 5/8" '%'o �P1.101.E 36 P-3612 6 x 1-1/4 QUAD PAN W/1/4"LEAD FASTEC STEEL J 1/16" - 1116" GP;•��oENs�.•Q2,, 37 P 3776 BACKER PLATE ALCOA ALUM 1 1/1�6 1 11/16" 1 3/16" 1 3 33 No 58201 t LINE ITEMS NOT USED: •0; ;a: 2,4,20-22,27,30 ADJUSTABLE SWEEP S-1300 %9; STATE of OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 1.0�, � P 2tu± NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. 4s'0NA;E 2 15l16" I 3 318" 3 7/16" 5 Z✓�. 1 1 7/8"——11161, Tl� 7 13l16" 6 9/15/2017 L �j 1116 LUCAS A.TURNER,P.E. STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 SADDLE THRESHOLD S-1193 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS THRESHOLD DESCRIPTION IMAX.POS.DP DRAWN BY: DATE: 1126 BUMPER THRESHOLD I NONE 1186 STANDARD THRESHOLD +40 AIDE 09/OB/OB 1193 SADDLE THRESHOLD NONE DWG 0: REV.: CWS-176 F NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: SHEET WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1.2 4 OF 6 12 3/4" MAX O.C.(TYP.)6" MAX.(TYP.) SEE NOTE 2 u9mm W MAX.(TYP.) 19D6 SW 44TH AVE. OCALA,FLORIDA 34474 W WW.CWS.CC INSTALLATION ANCHOR(TYP.) 1000 ALUM. GUARDIAN DOOR NON-IMPACT 17" MAX.O.C. c -z -z- 4 Z 3 - -- -- --- -— ---- ---(TYft) ---- - F o W o Q W o d INSTALL TWO#8 ANCHORS THRU w z o z W-z E STRIKE PLATE AND DEADBOLT STRIKE o z w z of 3�z PLATE INTO SUBSTRATE(TYP.) z z m Q w W O p INSTALL ONE 48 ANCHOR THRU O a 0�l¢ F w EACH HINGE INTO SUBSTRATE(TYP.) o u~i z Z a z oz')uizno- ` �- Q�owoaoz �¢y�0! ZLoW�0�05W- O W F R. W of O BE F a ��a ANCHOR LAYOUT '9 STATE dF ;�kr O NOTES: ry�Ss+ONA i�a0�4 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/15/2017 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INS.TALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/OB/08 STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ALE: 6 F FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) scE: SHEET 1:20 5 OF 6 V� TYPICAL HEAD ANCHORAGE ((, • WINDOW SYSTEMS MIN.EMBEDMENT SEE TABLE 1 MIN.EDGE DIST. OCA A,FLORIDAAVE. SEE TABLE 1 OCALA, LORI 34474 SUBSTRATE BY OTHERS INTERIOR 1/4" MAX,SHIM WWW.CWS.CC - SEE TABLE 1 PERIMETER SEALANT HINGE/STRIKEPLATE1 HINGE/STRIKEPLATE 1000 ALUM. BY INSTALLER MIN.EDGE DIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR SEE TABLE INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 NON-IMPACT SEALANT BEHIND -� FLANGE BY INSTALLER 114" MAX.SHIM MIN.EMBEDMENT ¢ z w o HINGE/STRIKE PLATE SCREW SEE TABLE 1 � o w SEE TABLE I w z O z o k o �w�zo3:2y Z Zm <mWp0 INSTALLATO OH-OVQ=�� INTERIOR SEE TABLEION ANCHOR SEE TABLESUBSTRATE BY OTHERS in 0 U z Z H w SEALANT BEHIND PERIMETER SEALANT a o z L)Ul z O u o FLANGE BY INSTALLER BY INSTALLER Of <¢O X,O �w �V Z� INSTALLATION ANCHOR �B1 HORIZONTAL SECTION ER Z rA ww p W tL SEE TABLE 1 SEAL OR SET IN \,6J TYPICAL JAMB ANCHORAGE o- w m o a Ox } CONCRETE OR MASONRY a a it w ul PERIMETER SEALANT BY INSTALLERr10REW h� a ►� ii a o a MIN.EMBEDMENT �,�Pg P:`GENS.TGp�i� SUBSTRATE BY OTHERS o SEE TABLE 1 V: F•yy SEE TABLE 1 I + r No MIN.EDGE DIST. SEE TABLE 1 VERTICAL SECTION .. 6 TYPICAL SILL ANCHORAGE 9/16/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION: SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 1.1/8" INSTALLATION DETAILS CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" T. DRAWN BV: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1/2" ADE 09/08/08 0.045"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 0.045"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.045" 1/2 DWG e: REV.: NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F HINGE AND STRIKE PLATE ANCHORS #8 WOOD SCREW 1-318" 7/B" ANCHORAGE AS SHOWN IN TABLE 1. 2X MIN.SOUTHERN PINE(G=0.55) 5°"`E SHEET 1:2 6 OF 6 Florida Building,Code Online Page 1 of 3 Busine�s Professional Regulation. BCIS Home { Login I User Registration { Hot Topics { Submit Surcharge I Stats&Facts { Publications { FiC Staff { BCIS Site Map I Links { Search { Florida i. Product Approval j "Ay r y� USER:Public User Product Approval Menu>Frodud or Application Search>Application List>Application Detail I Ills 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 0 I Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com I Authorized Signature Jens Rosowski jrosowski@pgtindustries.com i Technical Representative Jens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com i Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung i Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE FJJ Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 I 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 II I i i https://floridabuilding.org/pr/pr app_dtl.aspx?pararn=wGEVXQwtDgsbCUItKel2OD- ttTa... 1/9/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D I Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 I Summary 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 i 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: r � ieiTM �" cchsck � f Credit Card Safe i https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 09/05/2017 j Date Validated 09/22/2017 j Date Pending FBC Approval Date Approved 09/27/2017 i 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-SH2O0.pdf 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.r)df 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 j FL1435 R20 AE SH-200 STD Evaluation 0917.ndf 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.odf 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 j FL1435 R20 AE SH-200 HD Evaluation 0917.odf 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-800c.'ndf 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 Eval 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.odf 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.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-5400 Evaluation 0917,ndf 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 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 i Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R20 II SH-5500.12df pressure,size and anchorage information. Verified By: A. Lynn Miller; P.E.58705 Created by Independent Third Party: No Evaluation.Reports j FL1435 R20 AE SH-55001 Evaluation 0917.odf Created by Independent Third Party: No f I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120DuttTa... 1/9/2018 GENERAL NOTES: ANCHOR LOCATIONS d SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/I'THICK.1X WOOD BUCKS 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 WOOD BUCKS SHALL BE DONE BY OTHERS. 53-1/8"MAX.TIP-TO-TIP 52-1/8"MAX.BUCK 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 52-1/8'MAX.BUCK 6"MAX 5"MAX • j SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9"MAX. THE SUBSTRATE.USING SHIMS CAPABLE OF TRANSFERRING APPLIED T I 1 LOADS. I I / 1 77' / ff 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS I / I MAX. / APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE I I BUCK / PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I / I PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA I I 6"MAX' BUILDING CODE. -7— I I 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE 17"MAX- I I MAA I I X. OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE BUCK OF INSTALLATION SHALL BE DONE BY OTHERS. I 1 78" 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 MAX. KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM TIP-T / C-90.GLAZING COMPLIES WITH ASTM E1300. i TIP / 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. 1 I THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9"MAX I 1 9)PRODUCT MAY BE INSTALLED INTO STEEL ------- 5.MAX. OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. FLANGE FRAME FIN FRAME 10)THE 2DO SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. WITH HEAVY-DUTY MEETING RAIL WITH HEAVY-DUTY MEETING RAIL ti`f TABLE 1:FIN 8 FLANGE WINDOWS TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS f Min.Edge Min. Min.Edge Min. Buck Size Design Pressure Certification Anchor Type Substrate Dist. Embedment Anchor Type Substrata Dist. Embedment Width Hei ht Sash Style (+) sf (-j sf Numbers 131-> -t/' Wood(SDuthem Pine) 1/T' 1�I8' Nil Wood(Southern Pine) 3/8' 1-7/16' 52-1/8" 77' Equal Ute 55 65 190-1003 #12 Steel SMS Steel Stud Gr 33 3!8 .045(18 GA) #12 Panhead Wood(Southern Pine) 9/16' 1-3/8" Aluminum -T6 3I8" 1/8' SMS Steel,A36 MI. 1/8' #10 Trusshead Wood(Southern Pine) 7/16' 13l8" Screw 114"Masonry Concrete 1" - 1-18" - -- - - --- - -- - --- - -- - - - - - - - Anchor Hollow CMU 2-1/Z' 1-1/'v - ----- -- NOTE FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN 3 THREADS BEYOND INSIDE FACE OF MATERIAL. .11 llillllr. ...... `- ?�% J.ROSOWSKI 01/18/13 ALUMINUM6063-T6 f Y '� •'y\��'C� AIOfATItlFYMYPOnf10l1G"TO •'`" ' �� P0.'Tf®/IWY�101aG111813CC®N AM'fOd nrnDlrrirEE01✓f5,1�e/elr6'1 ;la.- �eelamva•A�rsacomx 6 6D1(S i 1 1070 TECHNOLOGY DRIVE NOKOMIS.FL 34275 79. FL CERT.OF AIfTH.:29298 SINGLE HUNG INST.,HD MEETING RAIL A Lynn Miller,P.E. ' a; o.rgN. Rw: P.E.#58705 SH-200 NTS 1 of 3 1032412JR } L INSTALLATION WITH FLANGE FRAME S ST EXTERIOR ISU RA SU ix o SHIM WOOD SHIM \ I EDGE DISTANCE NO ANCHORS NO SHIM REQUIRED ANCHORS EMBEDMENT—�-------I EXTERIOR REQUIRED EXTERIOR FLANGE FRAME, JAMB INSTALLATION •� (DIRECTLY TO SUBSTRATE) 1 FLANGE FRAME, HEAD INSTALLATION FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USING 1X BUCKSTRIP) SU T7; / EXTERIOR E EXTERIOR EXTERIOR EDGE NO NO DISTANCE ANCHORS ANCHORS REQUIRED REQUIRED 1X SHIM EMBEDMENT ---I' 'NDDD Y/' 0 FLANGE FRAME, .��,.`� _ JAMB INSTALLATION '1'•'•4 r SHIM I SHIM (USING 1X BUCKSTRIP) ly ix WOOD a..n cr or.: wnm� nEercoauriaiAL#Yc retavram FLANGE FRAME, BST TE J.RDSOWSKI 01118/13 ALUMINUM 6063-T6N6"Eraur ocror r,occm�,uo cm+esem aracmmu SILL INSTALLATION A�rROFF.>FrAWWPCRV"p`TY°° (DIRECTLY TO SUBSTRATE) FLANGE FRAME, �` � R !le+H j SILL INSTALLATION °�� "� INSTALLATION NOTES: (USING 1X BUCKSTRIP) ® Dm.* 1 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.OFAUfH.:29298 SINGLE HUNG INST.,HD MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1/4% A.Lynn Miller,P.E. S.�� �` me.e D..4vw ^ . 5)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.#58705 SH-200 NTS 2 of 3 1032412JR I 1 INSTALLATION WITH FIN FRAME EDGE BST TE DISTANCE EXTERIOR SHIM EDGE DISTANCE 4 EXTERIOR FIN FRAME, HEAD INSTALLATION SHIM i I FIN FRAME, '. JAMB INSTALLATION SUBSTRATE SHIM ,\ -- — - - -- —'- /.STTE/ EXTERIOR 0 FIN FRAME. p,,,,,y, �,; txear:ad�rnacmwvae4�awr� SILL INSTALLATION J.ROSOWSKI 01/18/13 ALUMINUM 6063-T6 ,ax, a.wer aoc�mraeEruer.AusaarmoFna I mcru®urwreeu�oa .e�a It( urcFna emcvr ner:aruxrm xwrrDr INSTALLATION NOTES: rseeanvarcnuax QD 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 Tm'' 3)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. FLCERT.OFAUTH.:2929e SINGLE HUNG INST., HD MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1/4". A.Lynn Miller,P.E. "`- �'"' 5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.N58705 SH-200 NTS 1 3 of 3 1032412JR