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HomeMy WebLinkAbout19-21504 CITY OF ZEPHYRHILLS 5335-8TH STREET a, (813)780-0020 21504 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21504 Address: 37649 GILL AVE LOT 292 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: 34-25-21-0170-00000-2920 Improv. Cost: 25,000.00 OWNER INFORMATION Date Issued: 7/18/2019 Name: HUCKEBY WILLIAM & STEPHANIE J Total Fees: 315.00 Address: 37649 GILL AVE Amount Paid: 315.00 ZEPHYRHILLS, FL. 33542 Date Paid: 7/18/2019 Phone: 813-782-5013 Work Desc: CONSTRUCT 560 SQ FT SCRN RM & SHED ON CONCRETE CONTRACTORS APPLICATION FEES BAHR'S ALUMINUM INC BUILDING FEE 247.50 DOUBLE M ELECTRIC ELECTRICAL FEE 67.50 Ins ections Required F TER 2ND ROUGH PLUMB MISC INSULATION EILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with odes and Ordinances. NO OCCUPANCY BEFORE C.O. 1-7 NO OCCUPANCY BEFORE C.O. ONTRACT IGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department p '4'• Date Received Phone Contact for Permitting -4 778 C m Owner's Name 1 1 J `` '�6r— Owner Phone Number I 1-7— Owner �vs Address 3 '1j h i l 5 Fc• Owner Phone Number Fee Simple Titleholder Name I I Owner Phone Number Fee Simple Titleholder Address /� JOB ADDRESS -76141 G�I I Ave,Z 6 Wt5 FL• 33541 LOT# SUBDIVISION G Orizan PARCEL ID# 34-ZS-21-0174>"'e6boo-2920 (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 = BBLOCK � FRAME = STEEL = DESCRIPTION OF WORK rJeoJ Sxc" 1'-noam �Neo SW or.. V� BUILDING SIZE I Na All/ SQ FOOTAGE $GU HEIGHT ID 0 UILDING $ ny bSD.a VALUATION OF TOTAL CONSTRUCTION 5RtELECTRICAL $ 356.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 2) 64 =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER OT r C M PANY & 1176 AIUIn11nUM SIGNATURE 10-t—Ir/ REGISTERED N FEE CURREN N Address 7 6.11 ��✓O License# I eRoCiOS'7 yiAl ELECTRICIAN ' COMPANY �ouble M lec+c-Ic SIGNATURE REGISTERED / N FEE CURREN /N Address ��D License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y 1 N FEE CURREA I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN Address License# 11111111111111111111111111111111.11111111111111111111111111111111111 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/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 Fortes.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. �. .............�..rP ,_ Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION 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 I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all.laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engifieers-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 C�OMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this ubscribed and sworn to r affirmed)bef cIre m this by t..2&•/N by 4C S Lt M•nO.Cer'C'N Who is/are personally known to me or has/have produced Who is/are p rsonally known to me has/have produce�%%%%1 !///1 as identification. as identi;\``t E. PPAAa����� Notary Public �— ` ••� tAry�C '�_ Commission No. Commission No. 64,BI6Y 7 c54-Gy,e {7eye #GG331647 Name of Notary typed,printed or stamped Name of Notary typed, inted or stamped 5 �• ;dot-- t BAHR'S ALUMINUM INC. 8607 Gall Blvd. Zephythills FL 33541 (813-782-3513) Toll Free:(866)296-4316 CONTRACT Customer Misc Name William Huckeby Date 5/20/2019 Address 37649 Gill Ave-Grand Horizon Emailed M2-7- city Zephyrhills State FL ZIP Called Phone 717-817-2955 Email bhuckebygyahoo.cbm PGT City Descripflon Unit Price TOTAL 1 Remove&Haul Away Existing Concrete Driveway&Sidewalk Install: -Concrete Shed Slab( 14'xl 4')w/Footers/26'Footer(Screen Wall -Pavers(Driveway/Sidewalks/Screen Room) -Screen Room(26'xl 4')Peaked Composite Roof wl Shingles Aluminum Extrusions/Fiberglass Screen/36"Screen Door/Vinyl Siding (4)Columns In Screen Room Wall Shed(14'x14')2x4 PT Studs/Plywood/Vinyl Siding 30x40 Window 6'xT Garage Overhead Door w/Opener -p6h P-� Insulated 3"Composite Panel Roof w/Mono Slope Electric Allowance($700.00 Allowance Included Permit&Engineering Included Remove south sidewalk and replace with pavers Vinyl railing at new screen room Suntek door frozmtock Customer: SubTotal Shipping Payment Comments TOTAL ce,U,Seto We guarantee all material used in this contract to be as specified above and the entire job to be done in a neat, workmanlike manner.Any variations(Per Homeowner)from plan or alterations requiring extra labor or material will be performed only upon written order and billed In addition to the sum covered by this contract. Note.Ali signed contracts mquke a minimum deposit of 50%. 51-7-z- ca"A'44z" -T-av> Cj,9A f -be C sex-eeo 0L:ior2-- t—fT I110N City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: fn V1 �J �V ► }� V Date Received: Site: 7 L// 6W1 11 ye Permit Type: !V Q tV §C Cd h R o O W1 c}- M V ,�'heo� 4 N Bch C ro Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet 'Il be kept with the permit and/or plans. r Kalvi rtzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) INSTR#2019108559 OR BK 9929 PG 2391 Page 1 of 1 0612712019 08:17 AM Rapt 2067344 Rec:10.00 DS:0.00 IT:0.00 Paula S. O'NeiC Ph.D., Pasco County CCerk&ComptroCCer PanhBNo. Ps"IDND NOTICE OF COMMENCEMENT Stated r—low d4 ommyof Asce THE UNDERSIGNED hersbyskn nodes that imptdverrrdnt va be mme b osrtdn red property,and In a=dvm WM Chapter 713.Ffertda St OAm ft%k%ttg Tnfbll don tt provided in this No0c o of Cammor aenuft 1 ,1 1. DaldpDmdpmpw..Per4mmor81 oftft zmarla .1-or n MNC sumAw-m -t' 3 2. Gourd Dear""of l mrevamnd Met.7 SLCe4pin lkamrft Ir _kl_:5A.Sst-A- &n WaLz i Owner ll�rftmfl wr or Uoae�IntamWw M gu L*W"�eonba1o_Nd lfarfiws Improvement __ WI��1QjiM iNorm Z]>}Y�fiG Flf�f IGGiDt.t 37Z-4' 6;ll Ave- � e cs��n�Ilk AMnm C ly % Irdemst In Property: GLwtner Norno of Fee abpb TMehoWer. (If d ft".trarrr Owner Ibted ebova) Address City btebe 4. Con6aobr Nertrs &414�a Lis Address Obse Cwfty tfa Tebphone Na I81 t' �7geL'$S 13 tL Suoty: None Address CKy Amend of Bard:i Tdophormo No.: 6 Lander wme Addrm ckv sttt. Lander'e Tetephau Nau 7. Porow s wEM the SWs of Florida deeipyted by dte roarer upon wham r mm, or dtlw daaxnsnts tree+be served es prwlded by Sedon 713.i3(tj(a)(7},flaws SM4+bw Nelrro Address Cby Stall Tdapttans Nuf4w of DukrAlod ftim• B. InpWft tohIm W,theownerdm%r*a d_ to revolve a Dopy of the Umars Ndtee es ptwtdad to Ssetlat 71&13(1)(b}Fbdds Stetuba Teteytwru Ntanber of Ferran Or EnthySieeftd by Owner, Y. Erplrodam date of MNetbe d Oommanoemrd(the ovbotbn date may not be beMro the mnplaflan d misbudit and&W psymord to the nontrsoter,but uMt beans year barn ttu dsls d ivmdktp unbaa a dRf"m ci is ie spodle* ' r WARNING TO GINNER: ANY PAYMENTS VADE BY THE OWNER AFTER THE V(PIRATION OF THE NOTICE OF COWENCBMEw r ARE CONSIDERED ItpR m PAYMENTS UNDER CHAPTER nor PART 1 me I ON 712.1,! FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRtIP�RTY. A NOTIOkd OF COMMENOEMENt MUST as RECORDED AND POSTED CN THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING,CONSULT ' WITH YOUR LENOERORAit l►jrr*RNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OFCOWENCEktENT r O �1liilitl � read the noaee Of and em em hde shod 1twen are true to the bast d STATE OF , COUNTYOFFAS f alOw.00 Louse.OPOireftorLessns Auftftod m tt } ThaArapolnpFsbtaeli� •` .• tl7itFiSLot �JbyrtltQeY1 tttC �t�t i ft"d wAhw r alker buetea,athMnay7 fn fetl)fa r JJfl1#411Nt (nomsof d b9hor ntwes,naadnd} PersanWKno m 139a Praduoed idm*-eft�.etlo jif Notary BlpruM, — Type atIdentfAmIm Produced !v� Name(Pdnt) � i w r Gyar)j 11'5'rlzoy) 3-71A9 6;ll Ave + 4-9-T S"s 39' 36, 3zi V �rcQ. prop. Scceen %av Shed 7-60 1 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES I T y c LU AIN's m • ; Business & Professional m . 0 M" SCIS Home I Log In I',User Registration I Hot Topics 1 Submit Surcharge Stats&Facts I Publications I.Contact Us I SCIS Site MapY•I Links I Search blolida. i :." Product Approval •- USER:Public User = t^ain vtctt ir+ .. r �:m Product Appraval Menu>Product or Application Search>Application List a Application Detail • FL# FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved, Comments Archived Cl Product Manufacturer Elite Aluminum Corporation Address/Phone/Email. 4650 Lyons Technology Parkway Coconut Creek,FL 33073 (954)949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.pet Technical Representative' Bruce Peacock . Address/Phone/Emall 4650 Lyons Technology Parkway. Coconut Creek,FL 33073 (954)949-3200 bpeacock@elitealuminum.com . Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as.a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci. Evaluation-Report-Hardcopy-Received. Florida Engineer or Architect Name who developed the.Do Kim,P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L.Buckner,P.E.@ CBUCK Engineering Ri Validation Checklist-Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of IndeQendence.Of Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 " Product Approval Method Method 2 Option B Date.Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1Ib EPS Composite Panel,3"/4"/6"x0.032x11b Panels EPS Composite Panel,3"/4"/6"x0.024"x21b EPS Composite Panel;3"/4"/6'W0 030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7561 R4 II 2017 FBC-Elite Aluminum Com-Install Approved for use outside HVHZ:Yes Instruct,pdf Impact Resistant:No Verified By:.Do Kim,P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other:In HVHZ,not to be used in structures considered living Evaluation Reports areas per FBC Section 1616 unless impact protection is FL7561 R4 AE FL'7561 Evaluation ReDOrt-2017 FBC.pd provided.See installation drawing for nominal allowable design Created by Independent Third Party:Yes pressures and spans. Back Nert - Contact Us::2.601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 S[a[e of Florida.::Privacy Statement::AccessibilityStatement::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 area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe ilr ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.024 x 1 - LB EPS PANELS 3' x 0.032 x 1 - LB EPS PANELS 3' x 0.024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS D❑ KI M (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES.LLC NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/I80 L/240. LOAD (PSF)1 L/BO L/120 L/IBO L/240 ENGINEERS 10 16.17 15.76 15.03 14.10 10 17.50 17.50 16.91 15.96 10 19.33 18.95 18.31 17.66 10 20.11 20.03 19.42 18.81 20 13.44 13.44 1222 10.35' 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 18.81 17.59 16.35 30 10.78 10.78 9.41 6.60 30 15.17 14.06 11.21 8.36 30 16.80 16a6 14.41 12.46 30 17.93 17.58 15.73 13.89 PO BOX 10039 40 9.22 9.22 6.60 2.85 40 13.69 12.16 8.36 4,56 40 15A9 15.06 12.46 9.86 40 16.83 16.35 13.89 11.43 Tampa,FL 33679 50 8.17 8.17 3.79 - 50 12.22 10.26 5.51 0.76 50 14.18 13.76 10.51 7.26 50 15.74 15.12 12A5 8.97 Tel:(813)857-9955 60 7.40 6.39 0.98 60 10.75 8.36 2.66 60 12.87 12.46 8.57 4.67 60 14.64 13.89 10.21 6.52 70 661 4.51 - - 70 927 6.46 - - 70 1L57 11.16 662 2A7 70 13.55 12.66 8.36 4.06 ReVJDe Description 80 6.33 2.64 - - 80 7.80 4.56 - - 80 10.26 9.86 4.67 - BO 12.46 11.43 6.52 1.60 Niz FOR 0 0101 FAIJoe PRODUCT APPROVAL 4' x 0.024 x 1 - LB EPS PANELS 4' x 0.032 x 1 - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD (PSF)1 L/80 L/120 L/190 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/BO L/120 L/180 L/240 10 19.00 19LO 17.17 1653 10 20.50 20.50 20.11 19.24 10 21.97 2L97 21.52 20.97 10 24.17 24,17 24.17 24.17 20 15.01 15.01 15.01 13.95 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 18.76 20 23.64 23.64 23.41 23.11 30 12.50 12.50 12.5D 11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 18.21 16.55 30 22.57 22.57 21.90 21.01 40 10.97 10.97 10.97 e.BD 40 16.72 15.74 12.24 8.74 40 18.36 18.36 16.55 14.34 40 21.51 21.51 20.39 18.91 J 50 9.92 9.92 9.44 6.22 50 1528 13.99 9.62 5.25 50 17.16 17.16 14.89 12.13 50 20.45 20A5 18.68 16.80 Q 60 9.13 9.13 7.51 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 Islas 17.37 14.70 .U.1 > 70 8.52 8.52 5.58 1.07 70 12.40 10.49 4.38 - 70 14.75 14.75 ILES 7.72 70 18.33 113.33 15.86 12.59 W 80 8.02 8.02 3.64 - BO 10.95 8.74 1.75 - 80 13.55 13.55 9.93 5.51 BO 17.26 17.26 14.35 10.49 Q Z a cc a 6' x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS m o �U) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6 0.co V5 NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) o ZO a LLL a Of ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U 0 Y 0U EL LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)l L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 E L V Q w l0 23.00 21.24 21.47 20.65 1D 24.00 24.00 24.00 23.42 10 23.93 23.93 23.B8 23.60 10 24.00 24.00 24.00 23.84 C w O 20 18.06 18.06 18.06 18.06 20 23.34 2321 ELB2 20.22 20 23.20 23.20 23.03 22.46 20 23.65 23.65 23.34 22.84 'E 1-U of U Z W 30 15.13 15.13 15.13 15.13 30 22.10 21.63 19.42 17.02 30 22.47 22.47 22.18 21.33 30 22.91 22.94 22.59 21.85 N 7 U- 40 13.34 13.34 13.34 13.34 40 20.86 2D.05 17.02 13.82 40 21.75 21.75 21.33 2020 1 40 22.23 22.23 21.85 20.85 1 0 CO Q 50 12.10 12.10 12.10 10.91 50 19.62 WAI 14.62 10.62 50 2LU 21A2 20.49 19.07 50 2I.53 21.53 21.10 1926 60 11.17 11.17 11.17 8.43 60 18.38 16.89 12.22 7.42 60 20.29 20.29 19.64 17.94 1 60 20.82 20.82 20.36 18.87 =CD U 0 Q Q 70 IDA4 10.44 10.30 5.95 70 17.14 15.30 9.82 4.22 170 19.57 19.57 18.79 I6.Bl 70 20.11 20.11 19.61 I7.87 LLI sl) O 80 9.85 9.85 8.43 -47 80 15.91 13.72 7.42 1.02 80 18.84 18.84 17.94 15.6H 80 19.40 19.40 IB.87 16.88 co CL co w U J GENERAL NOTES u- 1. Composite panels shall he constructed using type 3003-1{154 aluminum facings,1 or 2 PCF ASTA1 G578 carpenter brand EPS CON SEAL JOINT WITH TENUOUS CAULKING ' adhere to aluminum facings willi Ashland Chemical 20201)ISO grip.Fabrication to be by Elite panel products only in 10, U U U 0 0 C -T accordance with approved fabrication methods. O O O O 0 0 0 0 0 0 w 11 DRAWN BY: DYK 2. Elite roof pa panels maintain a UL 1715(int)dass'B'(eXt)rating and are NER-501 approved CHECKED BY: DYK 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code ) O O O O 0 O O O O O C SCALE:E v19I2 AS SHOWN DATE 6"Edition(FBC),composite panels comply with Chapter 7 Section 720.Chapter 8 Section 803,Class A interior finish,and BOTTOM FACINGS tz Chapter 26 Section 2603.All local building Code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL 4. The designer shall determine b acce led engineerin practice the allowable loads for sites specific load conditions(includingGUTTER OR o l31 Y P bP P DRIP CAP load combinations)Using die data from the allowable loads tables and spans in this approval. SLOPE 4'MAX WIDTH INTERLOCKING �1 Q 11 ENS6' 5. Deflection limits and allowable spans Itave been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used PANEL O/4'/FT MIN SLOPE) P b P 000000°0°0°0 0 0 0 DREG.NU(BERP,., instrudures"not tobe considered living areas"perSxtionl616 unless impact resistance in accordance to the HV(1L r O°O°O°O°O°O Qd EPS CORE iLB OR 2LB O°O°O°O *' FLAREG.,NUMBERC9487* requirements are met. rn o 0 0 0 0 0 000 000 e 6. Safely factor of 2.0 has been used to develop allowable leads and spans from testing in accordance to the Guidelines for ~ ALUMINUM BOTTOM °0 _�]. SO KINi 8 ASSOCIATES,Lid Aluminum Struclurts Part I and conforms to(be FBC Chapter 16 and 20. FACINGS 00c CAM x4s87 _:t4 7. Testing has been conducted in accordance to ASTNi E72-05:Strength.Test of Panels for Building Construction. F---CLEAR SPAN(U INSIDE TO INSIDE 00 O.H. P�'a�JX 18 3B. 8. Reference test reports:HEI7-05-1988,HET]-06-2 t04,HETI-06-2066,HETI-06-2105,HET]-06.2067,HETI-05-1002,HE]]- 000 06-2107,HETI-0.5.1987,HETI-06-2069,HETI.06-2070,HETI-06-2071,HETI.05-1994,liETI-05-1941,HETI-06.2072, ENGINEER OF RECORD TO PROVIDE o° HETI-06-2073.HPTI-06-2074,HETI-05-1996,HETI-05-1989.HETI-05-1993,IIETi-05-1985,HETI-05-1995,HETI-05- FOR ROOF CONNECTIONS& ADD THICKNESS OF 00 36'MAX IN FRONT 6 25% wnrrmw acu' y ti�gv e�ne�wtl� WALL FOR TOTAL O OF PANEL WIDTH a SIDES 1990,I1E77.05-1997,I{ETI-05-2037,HETI.05-2029,HE7T-05-2039,HEI'I-05-2030,HLM-05.204t,HETI-05-^_048,HETI- THIS OR ANY OTHER ENGINEER.SUPPORTING STRUCTURE DETAIL BY PANEL SPA, 00 (12-MAX AT SIDES) 05-2036,HP_i'1-05-2031,HETI-05-2038,i'IETI-05-2065,IIPTI-()5-2040,fiETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables sh0wnt. Drawing No.-FL-1001 10. Panels with fau beams shall be considered equivalent to similar panels without fan beams. Design professionals ntay includu EPS ROOF PANEL/SPAN DESCRIPTION the strength of the fan beam to exceed shown figures as art of sitc-s ciftc enzinecri SHEET I OF I Business& Professional Regulation MR-f BCIS^^^�ND�me I LOB 1^ User ReglsUetbn.I Not Topit3 I Subnut Surcharge Steb a Facts' P"11cAUrms.I _CbrGd US ROS Site t-Up I Unks'� Seamb Product Approval db rUSFR:N,bkc User Product Apnraval Menu>Product car AGplkntlon ceartn>Anplrat.I1at>Application Oeba - FL 9 FL12765-R5 Application Type Affirmation Code Version .2017 .Application Status Approved Comments . Archived Product Manufacturer Janus International Group,LLC. Address/Phone/Email 135 Janus International Blvd. Temple,GA 30179 .(770)562-6135 Ext 360. ' curts@)anusinti.com Authorized Signature Curtis Schroeder curts@)anusinti.com Technical Representative Curtis'L.Schroeder Address/Phone/Email 134.3anus International Blvd. Temple,GA 30179 (770)562-2850 Ext'360 carts@)anusinti.com -Quality Assurance Representative .Jake Lyons Address/Phone/Email 134 Janus International Blvd. 'Temple,GA 30179 .(770)562-2850 Ext 304 - - )akel @)anusinti.com Category Exterior Doors. -Subcategory Roll-Up 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 the Evaluation Report Joseph H.Dixon,Jr: Florida License PE-7768 -,Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date - 12/31/2019 Validated By Gordon Thomas,P.E. Validation'Checklist-Hardcopy,Received Certificate of Independence FL12765 R5 COT 79038 cert of fi Intleo.Of Referenced Standard-and Year.(of Standard) Standard Yeer 'ANSI/DASMA 108 _ 2005 ASTM E330 2002 .TAS 201 1994 TAS 202 1994 - TAS 203 "1994 Equivalence of Product Standards - Certified By :Sections from the Code "I 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 '.Yes *.No -.N/A FU276s RS CDC ELt276S Affirm for FBC 6th 2017s.Rof .Product Approval Method. Method 1 Option D Date Submitted 10/04/2017 Date Validated 10/04/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary of Products 1276S.6. Series 750 Series 750-26 Gauge Door-Assembly Max Size:6'-0'x12,-0' Limits of Use Installation Instructions . . " _ Approved for use in HVHL:No FL12765 R5 11 29018 Dwa-T1001 Rev B.odf .Approved for use outside HVIM Yes.'. FL12765 RS II 29018 install 750 1100.pjff 'Impact Resistant:No Verified By:Joseph H.Dixon,Jr.7768. - - - Design Pressure:419.9/-24.4 Created by Independent Third Party:No - - Other-,Design pressures listed Is at test width of 6'-0':.For'pressuTs versus wlgths;see. Evaluation Reports = ' . ' ' " Table 1,Page 4 Of evaluation report.Not for use In High Velocity.Hurricane Zones. 'FL12765-R5'AE ER-09-0007-R.Rd • 'Created by Independent Third Party:Yes' Contact Us::2601&air Stone Road 1,Ilahassee FL 22299 phone:p50407-1026 'TM State of Fonda is an"M/EEO employer. pht 2007.2013 State of Fiorillo,::Riyecy statement::6E2C2g dity Statement::pe/urr!Statement U.0,slodda law,email addresses are pudic rKdtls.If you do not want.you,a-mad Address released In response to a pWuh,mrards request,do not send~ronlc mail to this entity.Instead,contact the Wrce by phone or by trtddlonal. m3i.If you have a"questions,please contact 850.487.1395.•pursuant to Section 455.275(1),nodda Statutes,eflecaye October 1,2012,acensecs licensed tender Chapter 455,F.S.must P-Ada the Department with an email eddre9 It they have ona.Thc smalls pmydM may be used for official communimi-wAh the brenseo.How—email add--are public record.If you do not wish to supply a personal address,please pmvide the Derartment with an omtll address which can be made avadebm to the public.To determme If you area Ir-ensee under Chapter 455,F.S.,Please dick-hjM. - ' Product Approval Arseptin ' ®©El® �•A rfx7tNs.,•� JANUS INTERNATIONAL CORPORATI(M1° '" � F« 134 EAST LUKE ROAD 13374 WEST PEORIA AVEN4F. ;' :w►� TEMPLE, GA 30179-4435 SURPRISE,AZ 85379-9729 W - o ' -qb' y PHONE 770-562-2850 FAX 770-562-2264 �.�'•..._Gy . '.W www.lanusinti.com '•[ �: DOOR INSTAU ATION INSTRUCTIONS SERIES 750/1000/1100Ro' f:. i.a �3�?"::£4E£4i�gFvt:.mq✓t{'�'� t::4;'`zi i#r�y^iii4Y:za' � �, ^£':'I'�y,.,�k'.r.<ri„:.�!ht• E A CAUTION r /rs: f•' .. s,.xz... ^ FFs Sci."":(3r# r. <. ,c./•.sl4f F, 'ifH R/'.s so r:M1:s{.x'.%. y .. .. F' it UseP*aPe►lifting equipment and Correct fifthly procedures to avoid damage or i u njry. POTENTIAL HAZARD EFFTCr PREVENTION DO NOT stab or walk under moving door.Keep door in fun view and free of obstructions CAN CAUSE sENOUS IfULAIM K DEATH white operatlng. DO NOT allow children to operate the door. • R C / Installation,repairs and adjustments. (� must be made by a trained rolling CAN CAUSE SE s o I service door systems technkian IN1UnY tOR DEATH Ms A M using propu tools and inttrex:tlons. DOOR MUST BE FULLY OPENED ��""•"'�' WHEN MAKING ADJUSTMENTS. TABLE 1: Wall Fasteners-for b attachment of Brackets and Guides ITEM JAMB FASTENERS DRILLSTZE Steel 114-14 x 1•TEKS Snow None Concrete or Filled Bloch 114-x 1314-powers Wedge-Bolt powers OEM4 Guides Steel V4-14 It 1-TEKS Screw. None without Concrete or Filled Black I/cc t314-powers Wedge-Bolt Powers orm Steel #12-14 x f PSD Pancake None with Head TERS Screw wind'—In Carxsets or Filled Bloc: 5116-Is 2-114-T e XL 1W Masonry RoRz T-ao ) pLgR CURTAIN / I SLIDE LOrA MM STOr CIJp I¢x e�• T . S1CP PLAIC ROTTCHB 7' NYLON INSERT NUT Lr-zR OPTIONAL BOTTOM BAR ANGLE + . MOUNTED SLIDE LOCKS ASTRAGAL "Wr�GRE 1,••,•,•••.,.� NCx NOT 5AA-IN V ILA'VASNCR ir4- i:.:itta :a:SF:. .F.L:n..::•S i'! .i�;:."'..yfy>:';><5iG'.^.S:}.XS`'• :t..,cR;:. •?;!rr.fS.FY?dS?'S't•.. ?Fro :•.S'ts.:ss»?:5b`rre:y;.i. :9J'i+` ::h:sy:..5 i'�'��I{�� :....k .F.:.rn,�..cx.'<., •'.."s','.'.''y':::o ;Y;:k`::>.:,:SF::F:R't rF:rc ...., } ,.....::'.':;t+:f:F:'..'SS;:`•:.:. .;.£ (:?:t...?.:i:.:: ./.•y. .:C,t.:!:'�"✓..'C'.. rf. 6-1-07 t SERIES 750/1000/1100 sloe RoaMc�Ru1ReD• RA CLEANCE CHARTS FIGURE 2 F , sfRtEs Aso . ` How mpamom HNXI on ., OUr"OFE ACH EAMOV cum MIACIETIEG OFAIO.E ; ; �. �• € 7'-4 wllelrAroloFxs a•T;1E• .-+n• .• w . W.W. •Dlmeuklns are nken Tram edge oT openings oAAR NIAD�orar � ®GEOF<mB" EDGE OF OPEWO .. OUMECF EXIMEOF iRACIG cI ARANm 1TtAMCIEARANCE sERlr<t t t too FM OF AIDECL6WANCE ETD OFAIAECLSMWCE O H:ADIt00 R lrJIDI1D0�E OWN Name HOW tfA 00 d Twaloner End Non-Ternloner End o w' vow om Tensionelr End III-w tf W td•o• � � Ta`3yE• w' Dore w 1a•112' EACKOF EA[K OF �.«-•GUM CLEARANCE 17111E CIFAWNJCE--+I . GUIDE TO BRACKET NSTALLATION DOOR POSITION ON FLOOR LIFTING DOOR TENSDINER BRACKET NOTCH ASSEMBLY GUIDE — � � FLANGE ON WITHOUT LI3CKI45 O TE:NSIDNER RIGHT DOOR LEFT WINDLOCKS TAB PAWL E GUIDE GUIDE N . GUIDE ` N WITH 6 WINDLDCKS OPENING �1 BEGINNING BOTTOM TRATCH T RATCHET BAR POSITION WHEEL F7 ME 3 FLOOR FZPJRE 0 SERIES 780 GUIDE CRASS SECTION FIGURE 4 . 2•� EDGE w OPENING HEAD S70P WINDING.BAR . JAMB FASTENER LOCATION ADJUST SPRING 3/8` DIAMEYA ,• FM ALL BANES TENSION .,Oiil •'rLL•�°'' taro vtt+in:r,,,nax:� FLANGE ON . •.•' - TENSIONER VITHOUT PAWL V'+ CURTAIN WIDTH+9/16- WINDLOCKS � •� i . EDGE Or UP[NDIG O • i �FASTENER tODATIDIt O •. L� JAMB OOP ALL JANas i 7 TENSIONER WITH BRACKET TENSARQ cuNAN vrtN vpmLwKc WINDLOCKS TENSIONER m M RATCHET WHEEL• . —CURTAIN WIDTH,2-1/E•--- (�FIGURE Q p •�•• . 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'fz3#f�iw:��rfaz :d}/.zGYn�so���'?f�f'`a�7�'s�f�Y�"`3r ` -3' it y7.`:</'l%f/Y�r%�S'..'::yi7/r.??/.eF"/.U.33�3'�'Y/.Ls�%,µ�Y.'X• .�" JiY�� %y.?."IS4�-' J.%-,-�f�OrF:ryt rJ3Yn,:y,J2/.�����j./ ���•�,�4 '{3"� 3 ,�"Ji,• kEE �%JJi3�3'3J.•'%1'H✓.%!<�,u..xFFEG%r<trt/ J�l�,'� k�.S ''c � .k . s s or-11— . . r• C • .c �v- �%#i#%.Ji?yJ•'#s y✓#�yy'�;4y�i��f"''/s,./itisr6'..:�%: �?'"�,{•,;�°� F'3,'y'z%;^i�,�F?Xi#jf#/•'"3-?...ra,� .:c> .sy/PIP, UT'O/N y y �•` J,y�/l..1 sfv1<Y'f/1.�.if N4�,;✓.,.�•�,' ?:Fe'S,�r�#so•.;f�/.fir-�#%#•.Y': 1 !'J' 4fJOffi r/if i'ssE:>''�:%f'/J!jo`s cif/ J'J',;lGfr� �Yir%r.J.dfYr.� £'t Y�:'``�n "��,#�3',/�' � �a�� �' � 55 a"�.s��M��` �''.. ''k�s�,�f.•' :.' �'., � i;����s��' . ..:,F". ��.Y, S. Sit s� �� s4 ,�s'.cl�io��/rfJkiQ�c�.ili`�att'%GSav,G s .h s�/.•r ns y S" 3� y�;� yy�r•4 C,q; y g�"v i7�rr � .C A MR J./:.s �arttJila r Iwo ls//c irb6G k.%ly/J//fu2%G:»r%lT�G1f."sFr y y�yYhfs:S%'f l#Fii s FS.ti cwl�ih¢X%Er/mfy tsJ?r,�riG¢,ri%Ti'/aJJrd`yrs�3�''3i�9! .o�'..L'„iz.,,,5�/,GiY�i31rf"t9�ij��/sJt,✓r�� j�ar�' ••'.F.J.itk „z�. � t 3t J lktyt Uyiz'> j, Ezu, Jr '.(nr.!•y',✓�s'1 ry ,c�1fY.✓i�?S"l £'o J '!s1,f a t"fi .fir>s ,� l"'�3 ?��jf�.w•. r ON '%���yS�Fs/,/!ifrJr�J,✓ir�'�jr'l!/ t "� ��,8y' y's %-----i---- ............. I• i IIE ,. Business ► Professional Reoulation , -- BCIS Home I Log In 1:User Registration I"HotTaplcs I Submit Surcharge I Stets&Facts "Publications I'Contact Us'I BCIS Site Map "I ,Unks I, Search I" Florida Product Approval USER:Public User U pr ir,.vrY•iuries Product Aooroval Menu>Product or Application Search>Application List>Application Detall. FL# FL1435-R22 - 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 PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 :Ext.22318 druark@pgtindustries.com Authorized Signature : Jens Rosowski . irosowski@pgtindustries.com . Technical Representative Lynn Miller,"RE. Address/Phone/Email' 1070 Technology Dr N Venice,FL 34275 (941)486-0100 'Ext 21142 (miller@pgtindustries.com" Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By" Steven M.Urich;PE O Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard), Standard Year . AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2008, 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, Product Approval Method Method 1 Option A Date Submitted 10/24/2018 Date Validated 10/24/2018 Date Pending FBC Approval Date Approved 10/26/2018 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.R22 C CAC Cert-SH2O0,gdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/16/2022 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 II SH-200.pd pressure,size and anchorage Information.The Pass Thru Verified By:A.Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 STD Evaluation 0917.pd 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 R22 C CAC 190-1003CAR2.pdf. 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 R22 II SH-200HD.12d pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 . . . Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 HD Evaluation 0917.12d 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 R22 C CAC Certification SH800 C&df" 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 "R22 II"SH-800c.Qdf pressure,,size and anchorage information. . Verified By:A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435" R22 AE SH800 Eval 0917.pdf Created by Independent Third Party: No 1435.4j SHSH5400i" ;EnergyVue Vinyl Single Hung Window; Limits of Use)- (Certification Agency.Certificate) Approved for use in HVHZ: Noi - FL1435' R22 C CAC Certification-SH5400.pdfi Approved for use outside HVHZ:Yest Quality Assurance Contract Expiration Date;. (Impact Resistant: No:, 108/13/2021' Design Pressure:N/AI" SInstallation InstrTuctionsL. (,Other: Please seethe Installation Instructions for design. !FL1435 R22 II SH-5400.Ri f (pressure,size and anchorage•Information.) .(Verified By: A.Lynn Miller,P.E.5 78 0 i5, Created.by Independent Third Party: No) SEvaluation Reports) EFL1435- R22 AE SH-5400 Evaluation 0917.pdf (Created by Independent Third Party: NoI " 1435.5 SH-5500 WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Certification-SH5500.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2021 Design Pressure:N/A Installation Instructions - Other:Please see the Installation Instructions for design FL1435 R22 II SH-5500.pd pressure,size and,anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-5500 Evaluation 0917j2d Created by Independent Third Party: No MAX BUCK WIDTH MAX BUCK WIDTH SEE TABLE 1 SEE TABLE 1 28' MAX BUCK WIDTH SEE TABLE 1 MAX. B,SEE MAX. O.C. 2'MAX.D.SEE 4'MAX.O.C. B,SEE MAXA SHEET 3 —� f+-- SHEET 4 SHEET 3 A,BEEF I T A.SEE 12' SHEET3 12 MAX. S HE SET11 I SHEETS � 77/ / 17.867'MAX.O.C. / ! 17.8- MAX.O.C. Q D MAX.BUCK / 4'MAX. — MAX.BUCK i HEIGHT SEE O.C. EIGHT SEE ' T TABLE 1 MAX.BUCK X ^ TABLE 1 j EIGHT SEE Mc 4 10'MAX.O.C. O TABLE 1 — / 13.773'MAX./ O.C. a l A 13.773'MAX.O.C. 1 I i 8-12'MAX / 6.12'MAX. B NO ANCHORS AT SILL B NO ANCHORS AT SILL D 2'MAX•ELEVATION FOR TYP.FLANGE FRAME. ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ! ELEVATION FOR TYP.EQUAL LEG FRAME, pRATION ORIEL CC.FLANGE FRAME, EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) i TABLE 1: f GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Buck Size ReinL Design Pressure Certification VINYL SINGLE HUNG WINDOW Width Height Configuration Level + CAR Number o ( )Pei 1-)Pst (CAR) l 1)THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE 40" 63" Equal-Ike R4 50.0 70.0 190-1022 REQUIREMENTS OF THE FLORIDA BUILDING CODE 36" 62" Equal-Iite SHAPES MAY BE USED BY ' INSCRIBING THE SHAPE IN 2)ALL WOOD BUCKS LESS THAN 142'THICK ARE TO BE CONSIDERED IX 36" 62' Sid.ProView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING INSTALLATIONS.1X WODD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 3 . B7�/16' Custom Sash DESIGN PRESSURES FOR TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER. THAT BLOCK SIZE FROM i 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84' Equal-Iite THE TABLE ON THIS SHEET. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR} 52-118" 84" Std.ProView R7 50.0 50.0 190-1021 i 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8' 91-13116" Custom Sash 1 OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 1 ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR 52-1/8" 64' Equal-Ike WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8" 84" Std.ProView R2 65.0 70.0 1MI026 BEYOND THE SCOPE OF THESE INSTRUCTIONS, 54-1/8" I 91-13/16' Custom Sash ; 4)MAX 114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF •.�G.�. .....`'��(..•�• I TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST BE .-'•�yC• `IS.^_• �� i SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. i ti VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14 . 1'-'• 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o' WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE r I 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN OF THIS g GENERAL NOTES&ELEVATIONS o� JROSOWSKI j GI o 'S• i PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.129286 �� "r �`C'�'�F•'�.C'+;� f BUILDING CODE FOR CORROSION RESISTANCE. "' ^' •�-'�j 1070 TECHNOLOGY DRIVE �$ /�F'tf;'.•i' j N.VENICE,FL 34275 w (941H80-1600 SH-5400 NTS h 1OF4 i FPA-5400.0 aLYNNP.Ey��P.E. I TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor gaba� Min.Edge Min. Anchor SubstrateMin.Edge Min. Distance Embedment Distance Embedment #10 SMS P.T.ScuUwm Pine(SG=0.55) 7/1ir 1r 2-1/2'x.131•Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" (steel,184 S.S. Steel,A36 318" 0.050" Max.DP of 50.0 or 410 S.S.) Steel Stud,A653 Gr.33 318" 0.0348"(20 Ga.) 2-1W x.131"Rig-shank Nail P.T.Southern Pine(SG=.55) 8/16" 2-7/16' Max.DP of 50.0 Aluminum.8083 TS 3/8" 0.0713" 14 Ga.) 2-1/2'x.145"Rooting Nall P.T.Southern Pine(SG=.55) 9116' 2-7115' { #12 SMS P.T.Southern Pine(SG�.55) 8l18' 1�8" P.T.Southern Pine(SG=.55) 3/4' 13/8' Steel,A38 3Ar• 0.050" #10 SMS (steel,1"S.S. Aluminum,6083-75 3/8' 0.0713"(14 Ga.) or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0348'(20 Ga.) (steel.1"S.S. 0346' j Aluminum.8063-T6 3/8" 0.0713" 14 Ga. Steel Stud,Gr.33 318' 0. (20 Ga.) or 410 S.S.) i 3118"Ultracon P.T.Southern Pine(SG-0.55) 7/16" 13r8' Steel,A36 318' 1 0.05— ` (steel) Concrete(min.Z85 ksi) 1" 13r8' WINDOW SHAPES AS SHOWN BELOW OR i Max.DP of 50.0 ttm ted CMU, STM C-w) 2-12° 1-1/4' ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE ! SHAPE IN A BLOCK AND OBTAINING DESIGN P.T.Southern Pine(SCi=D.55) 1" I ve- GE-7700 OR j 1)-UNGROUTED CMU'VALUES MAY DOW-7e1- PRESSURES AND ANCHORAGE FOR THAT BLOCK t/4" teel)Ultra n Concrete(min.285 ksi) 1" 13r4" BE USED FOR GROUTED CMU SILICONE SIZE FROM THE TABLE ON SHEET 1. (Steel) Unpouted CMU,(AS1M C-00) 2-12" 1-1/4" APPLICATIONS. 1!1'NOM.GLASS -r•{ WIDTH I►- -#{ WIDTH �- Concrete(min.285 ksi 2-12' T94' Q 12 P.T.Southern Pine O-O. 1" 1 3r8" 2)PANHEAD•FLATHEAD OR EXTERIOR j 114'Crate-Rex Concrete(min.3.35 ksi) 1• 1.V4" HEXHEAD ARE ACCEPTABLE (410 S.S.) Um led CMU,(ASTM C•80 2-12" 1-1/4• 3)ANCHOR LENGTH TO BE SO THAT a Concrete min.3.35 ksi 2-12" JU4" A MIN.OF 3 THREADS EXTEND C9 t, t9 J BEYOND THE METAL SUBSTRATE m O ! Cmcrete(mil.3.275 ksi) 1-12" 1.3/8" i 1/4(I"S.-C.) P.T.Southern Pine(SG=0.55) 1• 1-vir TYP•GLAZING DETAIL // w (18 8 S.S.) Ungmuteri CMU,(ASTM C4I0 T 1 1-114- y/ / HuauSTOP ARH]nOP (EOUAL•LrfESRowr7 (PROWEWIORIEL SHOWN) --�-{ 314'NOM. -�{ 314'NOM. 71e'NOM. �+- -�{ 7/8'NOM. 118"ANNEALED OR I 3116'ANNEALED OR I I I TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5/16"A/A PVB------ 12'AIR SPACE 3/8"AIR SPACE \ 7/16'AIR SPACE 3/B'AIR SPACE 118"ANNEALED OR 3/16'ANNEALED OR _ y 1/8'ANNEALED OR 3/16'ANNEALED OR_ TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, 10 DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER___N SUPERSPACER SUPERSPACER 1 OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL XLEDGE XLEDGE XLEDGE XLEDGE GLAZING TYPES I TABLE 4:REINFORCEMENT TYPES .. Reinforcementr�v •• Upper lJte Lower lJte . C_ •: REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C - � .•..;r'J Level Bottom Bottom Side r r" Rail Top Rail Rail Reins VINYL SH WINDOW FPA(NON-IMPACT) $ 12/13/14 Rl B A A A S GLASS/ANCHOR OPTIONS o J ROSOWSKI R4 B A A N A CERT.OF AUTH.528206 ¢ F' 1070 TECHNOLOGY DRIVE �`g N.VENICE,FL 34275 a o A LYNN MILLER,P.E. i PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941}480-1600 N SH-5400 ,� NTS = 2 OF 4 £ FPA-5400.0 ¢z P.E.#58705 --�� EDGE DISTANCE SHOWN T INSTALLED THROUGH`IX BUCKSTRIP EMBEDMENT FLANGE SHOWN SHOWN FRAME INSTALLED INSTALLED SHOWN ^� DIRECTLY TO THROUGH IX EMBEDMENT EMBEDMENT ; SUBSTRATE BUCKS RIP —T �! EDGE EDGE DISTANCE J DISTANCE D o O � - C� Q / i I Q OPT.SASH TOP '� EDGE I LIFT RAIL EXTERIOR / DISTANCE s i FLANGE EQUAL Lw i FRAME --__ BUCK WIDTH _I LEG p SHOWN FRAME I HORIZONTAL SECTION A-A SHOWN BUCK HEIGHT o ---- U i i ` _D�'� INSTALLATION NOTES: I EXTERIOR I 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. i 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. aTm 3)MAX.SHIM THICKNESS TO BE 114% Q 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES SASH ONLY AND MAY DIFFER TO MEET DESIGN OPT. BOTTOM LIFT FLANGE Q -'-"� REQUIREMENTS. HANDLEJLOCK FRAME 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE SHOWN Q OTHER FRAME TYPES. EQUAL LEG FRAME EXTERIOR SHOWN INSTALLATION THROUGH THE FRAME,INTO METAL . ... '.. NO ANCHORS ;tip\'',i;; \:: .`!�:,•'. I i REQUIRED IN FLANGE OR VINYL SH WINDOW FPA(NON-IMPACT) t 12/13/14 - p/ EQUAL-LEG T / FRAME SILLS FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI Cl 6 co VERTICAL SECTION S-B CERT.OFAUTH.N29298 -- ------ —— 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 d - (941)-480-1800 a SH-5400 N NTS N 3 OF 4 o z FPA-5400.0 i z A.1.1 Ise R P.E. SHOWN INSTALLED EDGE DISTANCE SHOWN INSTALLED SHOWN THROUGH THE INSTALLED THROUGH THE THROUGH THE — f FRAME FIN FRAME 1 EDGE DISTANCE J-CHANNEL -�(-�--EMBEDMENT EMBEDMENT FRAME /� SHOWN U � �o D o EMBEDMENT EDGE Q � DISTANCE �7ml LS 1 OPT.SASH TOP EXTERIOR IIInIII i LIFT RAIL FRAME a J-CHANNEL SHOWN DSHOWN BUCK WIDTH ! HORIZONTAL SECTION C-C INSTALLATION NOTES: ! BUCK HEIGHT ( a 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4'. EXTERIOR DoG—a L� 4)GLASS SHOWN IS FOR ILLUSTRATIVE ! aI PURPOSES ONLY AND MAY DIFFER TO 1 LJ MEET DESIGN REQUIREMENTS. 5)FIN ANDIOR FLANGE MAY BE REMOVED 0 TO CREATE OTHER FRAME TYPES. Q I Q i J OPT.SASHFIN BOTTOM LIFT FRAME HANDLEILOCK I SHOWN EXTERIOR FIN FRAME -�� PRIOR FIN FRAME ! SHOWN SHOWN 1 i INSTALLATION THROUGH INSTALLATION THROUGH THE + O�� THE FRAME,INTO METAL INTEGRAL FIN,INTO METALFj WN INSTALLED _—- 77___ EDGE THROUGH `-�� -- ' DISTANCE VINYLSH WINDOW FPA(NON-IMPACT) 12/13/14 EDGE INTEGRAL FIN --- DISTANCE J-CHANNEL&INTEGRAL FIN FRAMES tj J ROSOWSKI •� / o -"- j �- EMBEDMENT b n ,} (7 ( �S r'J.• VERTICAL SECTION D-D CERT.OFAUTH.#20296 �s :^`'.`.'•` ',.G -- 1070TECHNOLOGYDRIVES '/-''!F:(- N.VENICE,FL 34275il _ (941}480 1600 SH-5400 N NTS � 4 OF 4 E i FPA-5400.0 rc z A LYMJ� �R,P.E. i