Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19-21653
CITY OF ZEPHYRHILLS 5335-8TH STREET ' (813)780-0020 21653 �. BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION `'x= Permit Number: 21653 Address: 3510 BERYL LANE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE RV RESORT Est. Value: Parcel Number: 24-26-21-0020-00000-0810 Improv. Cost: 6,000.00 OWNER INFORMATION Date Issued: 9/17/2019 Name: KERNELL, DANNY Total Fees: 172.50 Address: 561 MAIN ST Amount Paid: 172.50 VERMILION, OH 44089-1016 Date Paid: 9/17/2019 Phone: 419-366-2286 Work Desc: STORAGE RM 12 X 10 W/ CARPORT 12 X 29 CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 105.00 HOMEOWNER ELECTRICAL FEE 67.50 s� Ins ections Required FOOTER 2ND R U H UMB MISC INSULATION CEILING FOOTER BOND DUCTS IN TED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 2'a"7 t CONTRA TOR GNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#ZO191581 O7 OR BK 9974 PG 952 Page 1 of 1 09/17/2019 10:11 AM Rcpt:2091122 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller I. NOTICE OF COMNXNCEMENT Permit No. //'' /� �,e� Property IdentiHcadoa NoA 0111 v2z—VO0 —006) �` v THE UNDERSIGNED hereby give informs you that the improvement will be made dee to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. !.Description of property(legal des r►an:j 'e r-e"14 QD�fI� Q�Q��� "6s,e-ow p e 3 q pp s q-7-qo u+$1 a)Street Address:• J 2.0eneral description of improve nts: 3,Owner Information // r O a)Name bnaad address: ! ,F�lf/�[• .J 7 b)Name and address qfTeesfrnple hold (if other o er) c)Interest in property 4.Conanctor Information a)Name and address- n e�- b)Telephone No.: Fax No.(Opt.) Q W Y S.Surety Information fn Z U w a)Name and address: W U- CO b)Amount of Bond: C7 � _ J U c)Telephone No.: Fax No.(Opt.) Z U ~ O 61endcr O O — -t N a)Name and address: LL. W O � w F- w Phone No. 0 � W Z IL p 7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: O a)Name and address: W ~ ¢ O b)Telephone No.: Fax No.(Opt.) Z _ 0 0 5: U &In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section � � } U W co 713,13(lxb),Florida Statutes: O Q a0 � O,�_ a)Name and address: P pIX 7 b)Telephone No.: Fax No.(Opt) �U U Z 9.Expirstioo date of Notice of Commencement(the expiration date is one year from the date of recording unless a diffeim t(fete is Q ~ I-- i U specified): W D t7 LC Z O Q LL WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF LIL JO W O O COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, O U tr FLORMA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. d.0 O A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST Q W INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE — --j W COMMENCING WORK OR RECORDING YOUR NOTICE OF NCEMENT. Hr 12' z — STATE OF FLORiDA ~ O M COW4yV OF PASCO Si fcN " Is dECedDiMC1W)P7bj6M=&W foregoing instcumentwas ocknowledged before me this l-day of 01 2a-by .fi as A . ✓ (type of authority.e.g.officer,trustee,attorney • \ ® �°® In act)for (name of party on behalf of w m Instrument was exec personsily Known_OR Produced Identification Notary Signature Type of Identification ProducedName(print) QC U �✓le �'" � s_,.. Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that 7 have read the foregoing and that Ob the facts stated in it-ire true to the best of my knowledge and belief S lgaihm ofNebjW PCOO Siot, fdtM5+N0a7 ,,,�r� BOOM IMP j` ;yi C1110t1�6ilOt1� k EXOM December IIZ 2022 ,a 6mdsdTbvTWyFdbbWitaoe8W%%6.7919 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 2 / Date Received Phone Contact for Permitting /✓ / �6 1 p Owners Name �//1e Owner Phone Number Owners Address .�� �Ir ' ` dltil ��l�S Sf Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �j JOB ADDRESS .1 7U l�J l/�f✓v �[9. i L ,.`� y V ^LOOT# SUBDIVISION P `O O ilk, PARCEL ID# �0'd/ 'V 6-)d 'WD60 -0,?/O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR ADD/ALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME /+= STEEL Q 7 p DESCRIPTION OF WORK C��C(�4 (� G C-a g &y TEL Idw K dw BUILDING SIZE SQ FOOTAGE /&0 HEIGHT T Pf rF'i°P.'P.. . . 1•'.�r-r-r r vFTTII"ITI�"1"I"'T�6-1®PYTP1mF5-���FTPI��r9TF�iTT' UILDING $/`6�JD t. VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO SIGNATURE REGISTERED Y/ N FEE CURREN 4el N Address 33 rk L U�License# jj���� ELEC�TE+ni IAN �(JMPANY ./ �'� V„` Gi-d SIGNAL URE / REGISTERED Y/ N FEE CURREN Y/N ... Address s�V l GK� S 33 T License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I YIN N Address License# IIII1111111tIIIIIIIIIIIIIIIIIIII1l111t11111tII1I111I1111IlIIlI11IlI 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 date. Required onsite,'Construction Plans,Stormwater 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. 4 ' 1-4k-1-1-d�-t-i-f-I-S-1--1-L-F•1-1 4mf-1-1-I--.-. . . .-Iml-b-L-�[-a-I-1-F-6-FmI--1-Fd-.t-1�1-i-#-L-F-1-1�1-1-r°l�-•1-4�-1-6 I- Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. WC 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 NC Fences(Plot/Survey/Footage) Driveways=tJot 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 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. o , - 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,CO SULT WITH YOUR LENDER OR AN ATTORNEY BEFOR RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 03) FyA1 BAR AGENT A Subscribed and sw n (or affrme be ore a this Subscribed and wor to(or affrmed fore A a is by An a C 1,1 by A t Who is/are eeersonally known to a or has/have produced Who islare personally known tom or has/have produced n141D Drl✓U�S 1-iGP�/rS�dentification. Df}tb brtt f'5 6LCan5e__ as identification. (f -t -6,-00 k-_�3tary Public AI IIUC V ..J • J�n� Notary Public Com(miissssiion,No. ( 1 S53 Commission No. f U%W��fi Name of Notary type Notaryy Public state of Florida NEEtate of Florida�P` Nancy J Brooks sNN Commission GG 178530 GG 178530 Expires o2/1812022022 DISCIAOSURE STATEMENT FOR OWNER CITY or zwwpmms BtaIMING Lo have read and fully understand and agree to the piovisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhille ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work.- 4. That in the event the Building inspector shall require corrections to be made, the owner will 'assume full responsibility to insure they. are .made, and upon completion will call for a reinspection before proceeding with the building. S. That the owner.shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinapection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City,' State and Federal laws in regard to social security, workmans compensation.- lien laws, etc., where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction. to be done by licensed contractors. You have applied for a permit under an.- exemption. to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain resitrIctions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or .substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on yoWr building who is not licen ed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. 'and withholding tax and provide workers, compensation for that employee, all as prescribed by law.- Your construction must comply with all applic le laws, ordinances, building codes, and zoning regplatlons. IMOMM r SIGN&TURE DATE tl f ADDRESS 75/0 *A ;//S PHONE WITNESS. PERMIT # Name Address v To Whom It May Concern, Please be advised that: Spenser Bahr and Kathy Mims of FBC Plans & Engineering have my permission until further written notice to act as my agent to sign and pick up permits. Sincerely, ig ature o "hate NOTARY STATE OF FLORIDA, COUNTY OF PASCO The foregoing instrument was sworn to and subscribed before me this I q day of /l1.4re, 20�9 Personally known or Produced identification ✓ Q jl,o �n✓�r L,�a�ns-� Notary Public Stets of FkwWo Nancy J Broolim �4s VQL3 t7m530 Commissioned Stamp Notary Sig at e and Expiration Date -- {- -' I i I , I _ !-21 lal t, , • ' I ; - • j : , : t y i { j I I 1 ' t I I : : ; I , t i i I 1 , i . I I , I 1 t I I Florida Building Code Online Page 1 of 2 ai I. FLORIDA OWAMMWOF • k-' i e 1 1 . • 1 US` BCIS Home I Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links I Search Florida ai,' Product Approval USER:Public User F.P���.TaFystin Product Approval Menu>Product or Application Search>Application List>Application Detail s e FL# FL17822-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived C 7 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 Stephen Bro6ks Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext255 sbrooks@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 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 L7 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.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 OYes ONo ON/A https://floridabuilding.org/pr/`nr_ap p dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y 1 UoT 1 E... 1/9/2018 Florida Building Code Online Page 2 of 2 . FL17822 R3 COC 6thEdFBC-FL17822.Ddf Product Approval Method Method 1 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.pdf 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 II CWS-1099A(SH-610. NI DP35).Ddf Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17822 R3 AE EvalReD CWS-1099A(SH-610.NI. DP35). df Created by Independent Third Party:Yes 17822.2 SH-610 Vinyl Single Hung,Non- Max.size 53 1/8"x 76",Fin,Flange, DP+/-35 PSF. Glass ��l Impact complies with ASTM E1300-04. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC 138-1392CAR.odf Approved for use outside HVHZ:Yes FL17822 R3 C CAC 138-1393CAR.Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/17/2020 Other: Installation Instructions FL17822 R3 II CWS-1099C.Ddf Verified By: Lucas Turner,PE FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalReport1099C.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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: ® .Check Ren Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Yl UoTl E... 1/9/2018 SINGLE HUNG-NON-IMPACT GENERAL NOTES; (SHOWN wIDIFFERENT OPTIONS) 1.THE PRODUCTSHOWN HEREIN Is DESIGNED AND MANUFACTURED VVINDOWSYSYMS TO COMPLYWITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900SW44THAVF EDITION. OCALA FLCRIDAS4474 543' Z GLAZING OPTIONS:(SEE SHEET2) WWW.CWS.CC 8 FLANGE WIDTH UNIT A STANDARD WITH A'GLASS FLANGE WIDTH 63k UNIT S STANDARD WITH e GLASS 610 PVC 37• MAX UNIT WIDTH lk CONFIGURATIONS: SINGLE HUNG "O/r. MAXUNtTWOTH NON-IMPACT 49' 4.DESIGN PRESSURE RATING'. GLASS OLD NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND LASS OLD GLASS TABLES ASTM E-13 DO-04. -POSITIVE DESIGN LOADS BASED ON' TESTED PRESSURE,WATER WFILTRAnON17ESTPRMURrANDGUSiTABLES I I I ASTMS-1300-04. EANCHORAGE:THE 33 W%STRESS INCREASE HAS NOT SEEN USED 7j- IN THEDESIGN OFTHIS PRODUCT.SEE SHEETS 6-7 FORANCHOR FLANGE FLANGE GLASS DLO DETAILS.WiNOUGAD DURATION FACTOR C&I.6 WAS USED FOR HEIGHT 0 0 WOODANCHORCALCULAMONS. HEIGHT B_ 0 B S.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. T,ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM pp is, SEALANT USED AT FIXED MEETING RAILANDJAMS. HEIGHT UNIT HEIGHT S.SERIES IM013EL DESIGNATION SH-610. 9,THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: t)imi<iozi 6 X-OPERABLE SASH,0=FIXED SASH D x x a 1 .71- 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS INASIMLAR _0-;�c E MAX 24.1' LOCATION. F GLASS DLO ON. Snol SASH 7 HEIGHT G D 11.EXTERNAL WEEP SLOT=114x I-lW LOCATED S"FROM BOTH ENDS. lo STATE OF LAU: GLASS DLO Lucas A.Tamer D C 2016-08-05 A 15:14-04:00 MAX SASH WIDTH 4e 8)&2016 • GLASS OLD LUCAS A.TURNER,P.E. 44.& FL PE#58201 UNIT A MAX SASH WIDTH 1239JA13ARAAVF- NORTH PORT,FL 342BB PH.941-380-1574 SHEET DUMPTION'. UNIT 13 GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX.UNIT DESIGNPRESSURE IMPACT GENERAL NOTES&ELEVATIONS...-1 SIZE REINFORCEMENT RATING RATING SJB GLAZING DETAILS................. 53-10x76'" 2115 +1-35 PSF NONE SECTIONVIEWS CWS-1099 EXTRUSIONS&B.OM______4 37"x72' 2009/2115 +/_35 PSF —NONE scAtE: SHEET ANCHOR SCHEDULE&NFiFS eli INSTALLATION OETAILS:._..__67 WINDOW SYSTEMS 1900 S W 44TH AVE OCALA,FLORIDA 34474 WVPW.CWS.CC 9.OVERALL 7-OVERALL B'OVERALL •OVERALL 'ANNEALED [:—#kANNFAl_EO -TEMPERED 610 PVC 'TEMPERED ''AIRSPACE bTq_AIRSPACE 1r2'AIRSPACE ' "AIRSPACE SINGLE HUNG 8'ANNEALED 8•TEMPERED 76•ANNEALED E-TEMPEREDIF _ ' NON-IMPACT SIKAFLEX 552 OR SIKAFIEX 552 OR �^ 2. PURFECT GLAZE'W 26 SIKAREX5520ER 25 PURFECT GLAZEW P6 SIKAFLEXSWOR iz m E;W PURFECT GIAZE'M PURFECTGLAZE•H• 'r @ §•GLASS BITE A.GLASS BITE 8•GLASS SITE B'GLASS BITE y y m f E m W W m m D < 0 b Z W z y 4i LD¢ m � O E U GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D U m¢z 'OVERALL :p5.,c +1„�•ANNEALED 16'AIR SPACE '�'• No 58201 •:��- 'ANNEALED 9 S STATE OF SKAFLEX 552 OR Om•��.. NOTE:GLASS TYPE E LIMITED 26 PURFECT GLAZE W ,''' S�..... TO 37'x 72'UNIT SIZE d-GLASS BITE z2 --—— 8/5/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARAAVE. NORTH PORT, 34288 PH.9 41-3 8 0.1 574 SYEET DESCRIPTION' GLAZING DETAILS GLASS TYPE E DMWNBY: DATE SJB 06127/16 Dwcc a5va CWS-1a99 c svaE SHEET 11 2OF7 13 or37 WINDOW SYSTEMS 1900 SW 44TH AVE. 2 14 4 9 2 OCNA FLORIDA 34474 WWW.CWS.CC o 610 PVC SINGLE HUNG 0 1 ea� O�m NON-IMPACT FW- �G e ❑ ° e o 10 mss SECTION B-B N w wcn m NOTE LEFT SIDE SHOWS FIXED SECTION VIEW, p RIGHT SIDE SHOWS SASH SECTION VIEW. to W m >.? aZW O n n II II y w 1 INTERIOR �_ '1 WITHOUT 2115 REINFORCEMENT lit o m¢O 1 t -pI SEE CHART PAGE 1 Z DWITH 2115 REINFORCEMENT �I I�°91 IIU II II +GQ� T�.;PYF;: SEE CHART PAGE I I I I I II I(--1 I..fl ❑ — 9Q: STATE OF -;�4ai� oniRLQ?'�}�2:� a�EN.. Illr�lq p �e� Z� _ o 8/5/2016 LUCAS A.TURNER,P.E. 1 16 El a0 SECTION D-D FL PE#58201 t 1 47 DEEP POCKET UNI-FRAME 1239 JABARAAVE. NORTH PORT,FL 34288 3 2 PH.941-380-1574 3NEET DE6GUPfION: I� p E e SECTION VIEWS BY: DATE SECTIONA-A SECTION GC NOTES: Dmm ALTERNATE HD MEETING RAIL -FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SJB 06127/16 AND UNI-FRAME AND STANDARD FRAME TYPES. Dwcm - -880 BALANCERS AND DEEP POCKET UNI-FRAME CWS-1099 C (H-8193)REQUIRED FOR LARGER SASHES.(NOT fic-, SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY:36-41 SHOWN IN SECTION B-B) 1:2 3 OF 7 REM PART IDESCRIPIION MATERIAL VENDOR 312' FRAME CORNER CONSTRUCTION 1 H-6125 HEAD OLRERFRAME PVC ATN 37/1s' �t , 2 H-5125 JAMBS,OIRERFRAME PVC ATf! 3 III/LJf_p�L�/U� 3 H-6126 SILL,OIJIERFRANIE PVC ATN ❑ 1 2 I WINDOW SYSTEMS 4 H-6132515H SIDE RAIL PVC ATN �� 119006W44TH AVE 5 H-6136 SASH BOTTOM RAIL PVC ATN —1. OCALAFS.CC 34174 6 H-6137 FIXED MEERNG RAIL PVC ATN t/16' lfi fi• WWW.CWS.CC 3L 37l8' 7 H-61385ASH TOP RAIL PVC ATN 8 S-6141 GLAZING BEAD PVC ATN 'J4 CORNERWELD(ALLSIDES) 610 PVC 9 5-6142 SASH STOP PVC ATN10 5-6143 SCREENADA➢TORPVC ATN ,3n6• SINGLE HUNG 11 P-5085 WSTP,OLONBUIBMNYL AMESBURY i• NON-IMPACT 12 P-5086 WSTP.ION BULB VINYL AMESBURY PVC FRAME HEAD&JAMB 13 BALANCERS CONSTANT FORCE RT562 CALDWEtt H-6125 PVC FRAME SILL INTERLOCK m ro h 14 P-5392 SASHTILTIATCH NYLON =WELL H-fi126 S-2001 N vi 25 tii 15 P-5393 PIVOT CARRIER NYLON CALDWELL 5)1� 5/76' 13ls'—{ o 12 Q 17 P-3515179 5/B PHIL FIATWHRESMS STEEL FASTENAL e �1_I1L— Iy� ^ 10 Ip y y O 75111 6' .050' / 6�0' 7118' FIXED MEETING RAIL 18 P-0146 f16%3 4 PHILFlAT tek STEEL FASTENAL !— L .1_ SCREWED TOGETHER WITH 19 P-3028 SETTING BLOCK RUBBER FRANK LOWE OUTERFRAME z co Z 20 S-2001 IN4RlDCK RAIL AM ASCEND PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR 1� 3 0 21 H-2115 REINF.HO FMR ALlR1, KEYNNRK 5-6141 S-6142 S-6143 w o m N 22 5.2009 REINF.TOP RAIL ALUM ASCEND 23 P-5338 LOCKS NYLON IAWRENCE 17/16' r ZO24 P-5420 KEEPERS NYLON fAWRENCE 1 F25 P-5420 WEEP COVER NYLON M&M 526 HOTMELT SILICONE TRUSEAL 17f16' 17/1fi'27 P-3305 WSTP.,270X 2S7,SOFTTOUCH FIN ULTRAFA9 I Iills' S >z28 P-5425 WSTP.200 XS/8"X 518'DUSTPWG ULTRAFAB .L L LI m Q O 29 P-539GLASS HOLE EL7 NYLON PVC SIDE RAIL PVC SASH BTM RAIL Z 30 -463 SEE 2-112 H-6132 H-6136 PVCH6137FMR PVC SASH 6138P�L 15L�jD1REW/��q 31 P-0638R9X2-12PHILTRU55tek STEEL FASIENAL � ,tiSP,.....,, jG 32 P-3219 S REENFRAME ALUM FLA SCREFN `JOP.•y�O ENSr'(..�,,`/ 33 P-3229 SCREENCOItNFA KEY NYLON FIASOtEEN 9H6` I-73n`_ -✓✓�F II No 58201 .? 34 P-32285CREEN SPLINE DAPA 35 P-3D29 SCREEN LIFTS SUMMIT �-0: ;C 36 P-3033 SCREENSPRINGS FIA SCREEN tfl6' �9 STATE OF .1U� 37 BALANCERS-CONSTANT FORCE FIT 880 REINF.TOP RAIL �OA+'tT n..4/� O 38 H-6157 HD FIXED MEETING RAIL PVC VISION S-2009 ii F`S.'•� R1�..'G�2d•� 39 H-6193 UNI-FRAME,880 BALANCERS PVC VISION •�/S��NA 1Ep�� 40 5-6216 UM-FRAMESILL POCKET INSERT PVC VISION 37li6' 41 5-6217 UM-FRAME SCREEN RETAINER PVC VISION 111n6' ��y t��r t5116•--I 8/5/22096 LUCAS A.TURNER.P.E27/16 2118' 7t/7fi' 1FL PEARAA 1239JABARAAVE. 39115• _� L 71t6• NORTH PORT,FL 34288 PVC SILL POCKET INSERT REINF.HD FMR PH.941-380-1574 o S-6216 PVCHDFMR H-2115 SHEE70ESCRIPTI_. I H-6157 6005A-T5 1 1' 6B,}—y 1 BOM AND EXTRUSIONS PVC FRAME LI I Ills, DRAWN BY: DATE: H-6193 7116T' SJB 06127/16 OWGV. R PVC SCREEN RETAINER CWS-1099 C LINE ITEMS NOT USED: S-6217 25,29-30 NOTE:ALL EXTRUSIONS ARE ALUM.6063-TG UNLESS OTHERWISE NOTED. ECALE: SHEET 12 40F7 M WINDOW SYSTEMS ANCHOR®MIOSPAN 1900 SW 44TH AVF 6•MAX(fYP.) 4'MAX(iYP.)�-I-B'MAX O.C.(iYP.) DA 34674 WWW.CWS.CC 6•MAX.(TYP.) SEE NOTE 4•A1AX TIYR) I I I SEE NOTE2 610 PVC SINGLE HUNG 1412• NON-IMPACT MAX O.0 Ryp,) MAX O.C. L p ) p �m� Q rTG THRDUOM FRAMEANCHORS �c L M RNL / 9ACG RAIL / DNW3D WIDTHS W W m 1r o� Z 9•"P.)J 3'(rYPJ 3'(1YP) i i X ¢ rL ANCHOR31(TYON P.) 8< U 'iLJr' <�i❑ U m 4 2 ���°gOrREW rg4i ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FIN) [ND SILLANGi0R6 REDUUiEDj ;Gpl.•`�CENSF-.:P,y� _��' No 5ffiOi '•SA% �9i STATE OF �Yai NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. a,n+�k10 rrr+++nu � 2.SHIM AS RECIAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACKTO BE 1/4'.USE SHIMS WHERE SPACE GREATER THAN I/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. f 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 81 LUCAS A..TURN 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 WOOD MUST FL PEW 68201 BE PROTECTED TO PREVENT REACTION. 1238 JABARAAVE' NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH 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 I,SHEET 6. S o PNON: 6.ANCHOR EMSEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING ORSTUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKSARE ANCHOR SCHEDULE AND OPTIONAL NOTES OMWH BY: DAIS 7.A MINIMUM CENTERTO-CENTERSPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1-FOR WOOD AND METAL. SJB 06/27/16 &WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ow M R6v_ SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C scr4E: SHEET 9.SEALING AND FLASHING STRATEGIES FORD ERALL WATER RESISTANCE OF INSTALLATION SHALL II,ONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 1:25 5 OF 7 FMAIAAM 100 FlN WINDOWS AI MA 200 GE WINDOWS FM.MA 250 00X WINDOWS FMAIAAMMWOMA 300 EXTERIOR DOORS MIN.ABEOM(:NT p9UlllTWlAT.E'THIE TYPt^..ALHEAD ANCHORAGE BEETABLES BYTHERSEEABLE WI%DOW SYSTEMS MIN.EDGE DIST. 1!4"MAX SHIM MM.EDGE DIST. BY01HE S ISDDSW44THAVF SEE TABLE 7 SEE TABLE 1 SY OTHERS BEE TABLE 1 WWW' FLORIDA 34474 U4'MAX.SHIM WWW.CWSCC BUR3TRATE RY O-iHERs VA I Smim EE EDGE 015T. SEETABLE 1 SEE TABLE 1 MIN.EMBEDMENT 610 PVC PERIMETER SEALANT SEETABLE 1 INSTALLATION ANCHOR BYINSTALLER SEETABLEI SINGLE HUNG INSIDE AND OUT MIN.EMBEDMENT SEALMTBEHND BEE TABLES NON-IMPACT FLANGE BY INSTALLER 1/4'MAX SHIM O �2 m n Qoo PERIMETERSEAlANT 3v iL PERIMETER SEALANT -.. NSIDE BY OU BY T a o INSTALLER m}Y INSIDEAND OUT ISNFSSTA �ONANOHOR 4U W m Ia SEALANTBEHIND FLANGE BY INSTALLER SEALANTBEHIND -{ co 1NSTAUATtONANCHOR ` FIN BY INSTALLER g$ O SEE TABLE 7 /8�HORtZONTALSECTION �C 1 HOR7?.ONTALBEcnON J m 6 TYPICAL FIN ANCHORAGE 6 TYPICAL JAMB ANCHORAGE a .. HEAD AND SILL SIMILAR FOR FIN INSTALLATION a O� COMNUOUSOBLIWEEADOFSEALANT NOTE:ADDITIONALTMRLLFRAMEANCHORS(AS g r AROUND PERIMETER @ ALL INDICATED SHOWN IN OCT.BIS)REOD AT MTG RAIL FOR UNIT a F K BYIINTS NSTALLER EN FRAt4E ANOSL'BSTRAT£ WIDTHS OVER 37',SEE SHEETS ANCHOf1LAY0'JT. 3 1U � O 114'MAXSH.M m 4 Z FLANGE 6YBEHIND INSTALLERDRE PERIMETER SEALANT Na 582Di �P1 BY INSTALLER INSIDEANDO1tT SUBSTRATE BY OTHERS C= :1C SEE TABLET A VERTICALSECTION �9: STATE OF .�� 6 TYPICAL SILLANCHORAGE NOSLLANCHORSREQUIRED TABLE 1;APPROVED INSTALLATION FASTENERS 'FRAMETYPE SUBSTRATE TYPE ANCHOR MIN.EMBEDMENT MIN.EDGE DIST. (('T� 61512016 FLANGE CONCRETE(20 KSI MIN.) 3116"TIW TAPCON i" 1-ilB" Lt LUCAS A.TURNER,P.E FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 311V ITW TAPCON 1° Z' FL PE#58201 FLANGE CONCRETE(P.eS KSI MIN.) 3116"ELCO ULTRACON 1" 1" PERIMETER SEALANT 1 T PORT,FL 342 BY INSTALLER NORTH PORT,FL 3428R FLANGE GROUT-FILLED CMU(AS7M C-90) 3718"ELCO ULTRACON 1-1t4' 2-11T 1NSIDEANDOUT PH,94i-3B0-T5)d D HORIZONTAL BECKON 3/ITITN TAPCON fi BOX FRAME INSTALLATION S1 uDESCRIPTION: FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1316 71S SIMILAR FOR SILL AND JAMRS FOR BOX INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.S5} #10 WOOD SCREW 1-316" 716' INSTALLATION DETAILS FLANGE 16 GAUGE(0.060^)MIN.STEEL STUD R10.16 HILTI KWIK-FLEXOR T(W FULL THREAD 7ti R" FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: rR.. (33 KSI YIELD MINy TEKS SELF-ORtL1.NG SCREW THRU 0.050° UP TO AND INCLUDING ABOX-FRAME APPLICATION 1S ACCEPTABLE PROVIDED: SJ6 /27116 1/6"ALUM.(6053-TBMIN.)OR �70 GRADE 5 SELFTAPPING/ FULLTHREAD 7110„1/S'STEEL(33 KSI MIN.) DRILLING SCREW THRU0.125" -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDowcx:2XMIN.SOUTHERN PINE(G=0,55) #10WOODSCREW i-1/T 11Y' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1099C PRODUCTANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scare: HEET NOTE U NI-FRAME OPTIONS NOT SHOWN SHOWN FOR FLANGE WINDOWS. 1:2 OF 7 4 P MIN.EMBEDMENT `�!{y1YavU•W/ V4`MAXSHIM^ WINDOW SYSTEMS 190U SW 44TH AVE. VMIN,EDGE DIST. OCALA FLORIDA 34474 TYPICAL HEAD ANCHORAGE WSTAU WWW.CWS.CC COULTRNCHDR => >^ 3tf6'EI.000LTRAGCN na V MIN.EDGE DIST. n p'+n,p n' 610 PVC 4F] SINGLE HUNG SOUDCONCRETE °p °'� CONTINUOUS DBL IWBEADOFNON-INEPAGT SUBSTRATEBYOTHED D•° SEALANT AROUND PERIMETER GEETABLEi,SHTs °- �p ATALLINOICATED POINTSBERYEENpO° D D° THE FRAMEAND SUBSTRATE BY INSTALLER PERIMETERSEAANTD. DD aSEALAN7EEHW0 Ff.ANGEBY INSTALLER BYINSTALLERINSIDEANDOUT PERIMETERSEALANTEYINSTALLERSEALANT BEHIND FLA7M'MAX SHIM INSIDEANDOUT SUBSTRATEBYOTHERS BY INSTALLER SEETABLE7,SHT6 g O F HORtZONTAtSECTiON a 3 3 y 7 'TyPICALJAMBANCHORAGE }}. '{Z W INSTAILAMON ANCHOR p O TG 3116'ELCOULTRACON A- a OONRNUOU6 DBL tt{`BEAO�SEAUNT AROUND PERIMETER�Atl WOICATEO s�+ 4�U POINTS BETWEEN THE FRAMEAND SUBSTRATE z W BY INSTALLER U m G i 1t4'MAX SHiM f'MIN.EN9EDhlENT SEALANT BEHIND FLANGE ° ` iplststOts+/7 BY INSTALLER �1/4`MAX SHIM 0 'nA — 7 'tyr5 pT-1DRELy p +,n + ,n' EDGE DIST. .Gp+,v ENSF'•;Z PERIMETER SEALANT s , F� BY INSTALLER .. .v +v: No SS2D1 INSIDEANDOUT 1 ° >�° INSTALLATIONANCHOR n n n+ D. D�.D°b. D. 311VELCOULTRACON , ea oD•rpr•eb peD a t'M9N.EDGE DIST. * .. EXTERIORFINISH e•n BY OTHERS r r"':D•> D D°.e•o- ^ •D.,o D. D D ° ° D D.a �'GFS ti O H�Q.•G�i. CONTLYUOUS 06L 1t4'BPAD OF pq NAL.t S BSTRAtE BY4 ERs ' e'pe D ° D D,'y p e D„ SEALANTAROUND PERIMETER {T•�f °n s 47Sto" 6�y SEETABLEI,6HT6 D p AT ALL INDICATED POINTS BETWEEN L{o o e°n; uUnsttt THE FRAME AND SUBSTRATE BY INSTALLER E VERTICAL SECTION 7 TYPfCALSitIANCR=. 815/2016 NOSLLANCNORB REOUiRED ' n° LUCAS A.TURNER,P.E. n SOLID CONCRETE FL PE 11 SB201 BY INSTABEHINO FLANGE SUBSTRATE BY OTHERS 1239JABARAAVE• BY INSTALLER SEE TABLE 1,SHT6 NORTH PORT,FL 34288 PERtMETERSEALANTEYINSTALLER WOOD SUPPORT BY OTHERS PH.947-3804574 INSIDEANDOUT SHEET ESTRIPDdN: INSTALLATION DETAILS G HOR60NTALSECTION POUREDWALL 7 TYPICAL JAMS ANCHORAGE-WOOD SUPPORTS DRAWN HEAD DATE: HEAD AND SAL SIMILAR(NO SLLANCHORS) SJB 06127/16 DWDP. ft NOTE:INSTALLATION ON THIS SHEETARE FOR SOLID POURED WALLS USED CWS-1099 C SPECIFICALLY IN THEVILLAGES,FL OR FOR SIMILAR SOLID POURED $GALE; SHEET NOTE U NI-FRAME OPTIONS NOT SHOWN WALL INSTALLATIONS. 1:1 70F7 FIVrida Building Code Online Page 1 of 3 ess ' Regulation _ BCIs Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff f BCIS Site Map I Links I Search I Florida a Product ApprovalUSER:Public User Product Approval Menu>Product or Apolication Search>Application List>Application Detail ' FL# FL4904-R8 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800) 663-3667 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgteluIwHNbblSciO%2b... 1/9/2018 F';orida 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 mits-of•tfse— Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+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 NI006110.01.1)df 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 FLO128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0128-05. 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 NI006110.02.1)df 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 https://floridabuildinR.ora/-Pr/`Pr app dtl.aspx?param=wGEVXOwtDQteluIwH-NbblSciO%2b... 1/9/2018 'a wr 149"MAX. OVERALL FRAME WIDTH Do O 21" MAX 36.375" MAX. U O SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT -D.L.O. PANEL WIDTH 37.5" MAx. 6-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ZO IY J GENERAL N07 S ® ® ® ® CCCL(' 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO c Q THE FLORIDA BUILDING CODE AND WHERE PRESSURE U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM 111 Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON '- OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. W 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN q `� ACCORDANCE WITH SECTION 2220 OF THE FBC. W 0 W 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a 5. PLASTICS TESTING OF LITE FRAME MATERIAL- TEST a TEST DESCRIPTION DESIGNATION RESULT v g z SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F o_,r a ' RATE OF BURNING ASTM D635 0.77 IN MIN a" SMOKE DENSITY ASTM D2843 13.47 g e w g TENSILE STRENGTH, I ASTM D638 1 7.507. DIFF a`�`�m cg iE • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o 4500 HOURS XENON ARC METHOD 1 g 3S o DOUBLF DOOR UNIT W/SIDELITES w a AddeDdum to WA Cecalbn No: Al 3 3 3 3 ltifi �Ao m Reviewed By iQ!�2 DmeAevf z = o z Lu c J ® ® 10 ® ® ® ® ® ® ® ® ® ® ® ® go°.V c�am� z 0 Q U w cZ > ��p W O�DO Q= of�w - - SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELRES DOUBLE DOOR UNIT WISIDELITES WITH SIDELITE WITH SIDELRE w o U m Z WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE 7 11 05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING .� sca�E: N.T.S. SHEEP �( DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 a+5 -55 .0 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 .0 DING.BY: SWS 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 .0 cHK.ev: 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 .0KURT BALTHAZOR DBnx�Hc HD.:OXXO 149 +55.0 -550 +550 -550 +19.0 -19.0 .0 FLORIDA P.E. 56533 DWG-MA-FLO128-05 SHEET_L OF 3 EL: Lr) o 00 6" SEE DETAIL _ 3„ —6" V J .3 E" — 3" C� 3. I 11 I II I I 6" 6„ I E" 6" 1 —I 6„ S" !— ___!!! 3"'r"""'lll� w � o ttt"` M — N — — M„ Lu U7= a SEE DETAIL CQ!) T- :n"D" — — W � J Q SEE DETAIL �� � =o w0 SEE DETAIL "D„ l— w B w — — "D" B ti! Lu o n ` 0 6 —� H M H $ z m o¢ 6 6" ic N Cq O 4, o 3" _ 3„ 3" 3" 6" I I 6„ o f 1 f 3" 3" 3" a a 6" 6" SEE DETAIL 3 3 3-m D2(n to MdendumlDNAMI x Ca titwab>ZNo: z AmlaAedAy. ¢ '' Data Aeri w w J �t Uj ASTRAGAL RETAINER BOLT HOLE U N V) o 10 x 2" MUST BE DRILLED THROUGH -I ow cn #8 x 2-1/2" #8 x 2-1/2" THE THRESHOLD & INTO THE ��cz #10 x 5/8`" STRUCTURE DEEP ENOUGH n a= 0 #8 x 2-1/2" #10 x 1" FOR A 1.375" THROW oom #lO x 5/8" ' O w 0 #10 x 3/4" E5 I DETAIL "F" ASTRAGAL °'N w o #10 x 2" DETAIL E" ASTRAGAL °1 N iG(if8'TEAlP.CLASS) FRAME f DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 wf CMCNAL DECDRATM INSERT AWMDETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME /2' �DR BUM SPACER w in o 1-il TYPICAL AS SHOWN. _#5 x 1-1/2"PHs DATE: 7111105 0.962" ~`w SCAM N.T.S. 1 y7 y' DWG.SY. SIMS .375�t T Ll DDW 995 p CHK.DY: nR DRAWING ND.: INSWING THRESHOLD OUTSWING THRESHOLD T(P CAL GLAZING DETAIL DWG-MA-FW128-05 •- SHEET ',� OF 3 j SEE DETAIL _3„ 6" 6" Ir"E" SHT. 2� 3, r_ _ 3„ O 00 3" e"' J— 3" 131 —J co c) J 6" 6 �_ R¢c M N O M� w -tLu Z a U 0 a SEE DETAIL ¢ Lr)U v)"D" SHT. � 2 — _ a Z®" T W SEE DETAIL "C" SHT. 2 w oLo n B A M A a G lJ t:J B „ 6" a a 6" too o ��o m�a I i rr rl II Ir i 0 o 3 3„ 3" S S czi SEE DETAIL 6„ _ I _6" o o "F" SHT. 2 6" —111 �I Q ATTACHMENT DETAIL a- l. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �N m SIGNED AND SEALED BY LUIS R. LOMAS PE AddendemloNAlA (FLORIDA #62514) WITH THE LOWEST (LEAST) _ FASTENER RATING FROM THE DIFFERENT FASTENERS � �" 61 a flede W B BEING CONSIDERED FOR USE. JAMB, HEAD, AND pate �_ w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ujuj3. #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL L)o a v) �(Lu) z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR Z) N o LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE 10 w 'l w V) WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o ¢= 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. loom BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES rn N N CORRUGATED FASTENERS LOCATED 3" FROM EACH END p �N AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" D.C. 1.50"� 1.25" w o o m z 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25" MIN ° x _0.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MAX SHIM one 7 11 05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL—� �— cL—� sue: N.T.S. MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �''•": � : DM.BY: SWS TRANSFER LOADS TO STRUCTURE. CHH.Br DWG TYPICAL WOOD BUCK TYPICAL MASONRY N6-F 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION DWG-nu-Flviz6-o5 sHEEr 3 of 3 y lorida Building Code Online Page 1 of 2 ut.� BCIS Home { Log In I user Registration { Hot Topics { Submit Surcharge Stats&Facts { Publications I FBC Staff { BCIS Site Map { Links I•Search.{ db1A"*' a Product Approval USER:Public User E fc.v n:rcirm Product Approval Menu>Product or Application 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 NeiI.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton Neil.].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 Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 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 Mext 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 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: W ® ELM@ Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 s ",,J"'TRINITYI 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,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 Trinity 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 (Vasd),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 (Pa,d)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings (GCpi_±0.18), no load combinations (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 (K,t= 1.0) at the stated maximum height. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to"NO"indicates additional testing 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 mean roof height, whichever is smaller, but not 15 j less than either 4% of the least horizontal plan- 5 4 9 ® a view dimension or 3 feet, as outlined in Figure o 0 30.4-1 of ASCE 7-10. 5 s Exterior Research and Design,I.I.C. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 r s a TRINITYJER® 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. 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- 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.vinVisiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 N o < o Ln L N N o z a N. n o w a o- a w N. •, r- n y O �, T o O DO N F+ N F' N C Imv C Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71 X X 7; 7C X 7C X 7; 7C 7C 7C 7C 7C 7C 7C 7C X X 7; X 7C X X X 7, X 7C 7; X 7C X X X 7C X X X X X X X O O z m n O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 9- Z X X X X X X X X X 7C X 7C X X 7C X 7C X 7C 7C X X X X 7C 7C X X 7C X X X 7C X X 7C 7C 7C X X X X O .T o r ,.n ,D z f0] n x 0 0010 0 010 001010 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w ^ rn in X X X X X X X 7; X 7C X 7C 7C X X X 7C 7C X 7C X X X X X X X X X 7; 7C X X 7C 7C X X 7C 7; 7C 7C 7C VF+ � O m 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0110 0 0 0 0 0 0 A X X X X X X X X 7C X 7; X 7C 7C 7C X 7; 7C 7: 7: 7C 7C X X X 7C X 74 X 7C 7C 7C 7< X X 7C 7C X 7C 7C 7C O C Ca m W Qq m v m 000 0 0 1010 000000000 0 0 0 z 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CL 7C X X 7C X 7c X X 7C 7C 7C X X X X X O X X X X X X X X X X X X 7C X X X X X X X X X X O G _ In w 3 c v � O o 0 0 0 0 0 0 0 0 0 0 0 0 1010 0 z z o Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w G) 7C X X X X X 7C 7C X X X X X X X'X X O 0 7C O X X X X X X X 7C 7C X 7C X X X X X X X X X O v, n rD R. 0 .11• 7 n 't: c O 0010,010 0 0 0 0 00 0 0 0 0 0 0 0 Z z p Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1' K 1-* 7C 7C 7C X 7C X X X X X X 7C X X X X X X O 0 7C O 7C 7C 7C X 7C X 7C 7C 7C X 7C X X X X 7C X X X X p 00 M II. II O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Z O Z z o Z 0 0 0 0 0 0 0 0 0 0 0 0 7 7 o0 O O ] O O X X XXX ;N X X X X X X X X X X X II O O O 00 O O O O O O O O O O O O O Z Z z Z z p z Z 0 0 0 0 0 0 0 0 0 0 000.01010 7C 7C 7C X X 7C X X 7C 7C X X 7C 7C X X 7C X 11 O O O O O X O 0 X X 7C 7C X X X X X X 7C 7C X 7C 7C 7C 1D 0 D 11 v I . OOOOOOZOO 0 0 O O O O O O O Z Z Z z Z o Z Z O Z O O.Z O O O O O 0 0 0 0 0 O N 7 > n X X X X X X O X X X X X X X X X X X O o 0 0 o X O O X O X X O X X X X X X X X X X X O X % OWO F+ N � O m G a v n w v n w v n w v n w v n w vLr-l w v n w v n w v n w o n w v n w v n w Exposure c o F+ N V W W N m m :3 m m m _ O. O O n O O n O O n O O Q. O O n O O n O O V7 N 7 fD N O N In N 7 fD N 7 fD Ln N 7 cD N 7 fD O fD o o fD o o m o o ro o m Zone A O A O A O A O A O A D m A O v z a v o. -o fu O fn � i � = Z c c 0 c m 00 fl. a 00 �. Q a. a0a N. c fz c CL 91 O Z 1 � F+ �^ V v O V A V V A V 0O H H Z7 N C 7 v fD DCC C Z O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7c 7c >< ;N 7C 7c 7[ 7c 7c 7c 7; 7c 7C 7; � 7c 7: 7c 7c 7C >< 7< 7C 7c 7[ 7c 7c 7< 7C 7< 7c 7< 7c 7; 7C 7c �"'' N o O Z m n 7O 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0101010 000 0 0 0 0 0 0 0 TO 0 0 N Z 7C 7G 7C 7C 7c 7G 7C 7C 7C 7C 7C 7C 7C 7G 7C 7C 7C 7; 7C 7; 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7G 7C 7C 7C 7 7C 7C 7C 7C 7C p v z m' Z: rn 5 0 0 0 00 0 z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w fD � 7C 7C 7C 7C 7C 71Z 0 71; N 7C N N N 7C 7c 7C 7C 7C N N N N 7C 7C o 7C 7C 71Z 7G 7; 7C 7C 71; 7C 7C N 71Z 7C N 7C 7C 7C O O O v 3 0 9 o Oi Ln, w w m m 0 0 0 0 0 O Z Z O Z O O O o 0 10101010 0 00O T 011010 00 0 0 00 0 0 0 0 0 O 07C 7C 7C 7C 7C 7C 0 0 0 0 0 7G 0 7C 0 7G 7C 7C 0 7C 7C 0 7C 7C 7C 0 0 0 7; 0 0 0 0 0 0 7C p G 9C a m to pq v M r+ O O O o 0 0 z Z o Z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Z O z Z O 0 0 0 0 0 0 0 0 0 0 0 0 � �- v 7C 7C 7C 7C 7< 7C O 0 7C O 0 7C 7C 7C 7C 7C 7C 7C 7c 7C 7C 7C 7C O 0 7C O 0 7C 7C 7C 7C Pz 7C 7C 7C 7C 7C 7C 7C 7C O < IA w, � o v s z O o 0 0 o z z IT 0 0 00 0o O z O 0 0 0 o z z z z z o 0 0 0 0 0 0 0 0 0 0 101 m w M. 0 7c 7C 7C 7C 7C O 0 7C 7C 7C 7C 7C 7: 7C 0 7C 7C 7, 7C 7C O O O 0 0 7C 7C 7C 7C C 7C 7C 7 7C X 7C 7C p d () n 0 II M + w 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 o o O O o O O O O O 0' 7C 7C 7C 7C 7C 0 0 O O 0 7C 0 7C 7C 7C 7C 7C 0 7C 7C 7C 7C 7C O 0 O 0 0 7C 0 7C 7C 7C C 7G 7C 7C C 7C 7C 7C OV 00 C. 11 F+ Z Z O Z O O Z Z Z Z Z Z z Z O z O O Z Z O Z 0 o z z Z Z Z Z Z Z O Z 0 0 0 0001010 �"' o O 7c 0 7c O 00 09 O O 0 7c o 7C 7C O O 7: O 7c 7C O 00 O O O 0' O 7C O 7c 7: 7c N 7c 7C 7c 7c p N 11 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 0 0 0 0 0 0 0 0 O O 7c O 7c >< 0 00 00 O' O o 7: o'N 7C O' O 7c O 7c 7c O 0 '0 0 0' 0' O O >c O >< >< 7c >< 7c >c >< p D Z c z Z O Z Z o Z Z Z Z Z Z z z O Z z O z z o Z Z 0 Z Z Z Z Z Z Z Z O Z Z O Z 0 0 0 O O p > > 0 0 7c O' O 7c O O O O O O' O O 7c O O 17� O O 7c 0 0' 7c o 00 00 O o 0 7C o 0 7C O 7: >c 7: 7: 7c p % X DD i+ N O N \ Fr+ A m m ,Nn � onmvn m vnmvn m vnmon m vnmvn m 0nto m 1— fD0n m vnmvn m Exposure N O 0 N O M+ N O W � N m m m m m M o 3 a o o. o a o n o o a o EF V7 N 7 fD fn N 7 ID fn N � f7 Ln N 7 fD U7 N 7 fD 7 fD N O O Zone O fD O O O fD O fD O fD �' m O fD ~ 7 A 7 A � 7 A 7 A O 7 A O A O 7 fD fD (D fD fD fD EMERALD POINTE ' Name c 402 Lot# f`1 LOT IMPROVEMENT PERMIT # -© 3, EMERALD POINTE BOARD OF DIRECTORS '. APPROVED BY• DATE: 3 /1 a� PROPERTY EVALUATION COWWITTEE APPROVED BY: DATE:, i EXPMAT1ON DATE: --/a—a INSPECTION BY: DATE: FINAL, INSPECTION'BY: DATE: PLEASE RETURN To LOT IMPROVEMENT COMMITTEE } OF Lat_Improvement-I.doc II/24/2014 rt, h EMIERALD POINTE LOT IMPROVEMENT CHANGE ORDER REQUEST Date reoelved: maw lot Improvmnent# We(nanea) y Lot are requesting a change to our original lot Improvement approval Dated: Approval,Number The changes are as ioRawr. changes in original plans �addkional work added to original plans,,,_,_ oefttlan d changes or addttlenal work: (pre"skWUh) Awal /1�111�A14- Z f Le Cl IiV % aj6•0i O d'CY' '!1 'G1i ���4�P i ', / "t Lot —ent CCOM ttaft• lee� Board RZ Dirootorm Approvel Date /�� Data Deniod Remarks: Date; Signature Signature JL Lottmp Change 2/20/20i7 CO so City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � Date Received: �1 I Site: rip � 2 Permit Type: G�o�vt 0 Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment he shall b it the per nit and/or plans. AUG t 2ze Oi9 Building Official Date Contractor and/or Homeowner �( (Required when comments are present)