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215 Margaret Rd 17-853; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100002 BUILDING APPLICATION #: 17-10000297 BUILDING PERMIT NUMBER: 17-10000297 UNIT ADDRESS: MARGRET RD 215 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: 0 'Q_'5r 4 tgw4 DATE: May 18, 2017 36-19-30-534-0700-0010 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: VICTORY PROPERTY INC ADDRESS: 441 WALNUT ST. #8148 TYNDALL FL 32403 LAND USE: SINGLE FAMILY DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 215 MARGRET RD LOT 1 / SINGLE FAMILY DETACHED / HIGHLAND PARK FEE TYPE BENEFIT RATE DIST SCHED UNIT RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS Housing 705.00 1.000 dwl unit 705.00COLLECTORSN/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: ('- ` SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 110 i EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. REQUIRED INSPECTION SEQUENCE BP# 17-853 Address: 215 Margaret Road BUILDING PERMIT Min Max Inspection Description 10 Footer 20 Stemwall 30 Foundation / Form Board Survey 30 Slab / Mono Slab Prepour 40 Lintel 50 Sheathing — Walls 50 Sheathing — Roof 60 t 000 Final Stucco/Siding 60 Roof Dry In 70 Framing 70 1000 Final Roof 80 Insulation Rough In 90 Drywall 90 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final PLU iN PERM Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final ROOF PERMIT Min Max Inspection Description REVISED: June 2014 THIS INST 1 NT P EPARED Y: Name h Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT 11ALOY r SL'-.tINOLE Couh.rr r' CLERK OF CIRCUIT COURT f. C:ONI"'TROLL.ER t?K 892;4 Ps 14=3,3 (1Pss) CLERK'S 4 2017054948 RECORDED Li::,lii2/2>.i17 11 ' 3` 1' 1;: °:• All RE(' ?RDING FEES $10.00 RECORDED BY Jeck...,.2ni-o Permit Number: 17-853 Parcel ID Number: 36-19-30-534-0700-0010 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOTS 1 + 2 BLK 7 HIGHLAND PARK PB 4 PG 28 GENERAL DESCRIPTION OF IMPROVEMENT: New construction of single-family home OWNER INFORMATION: Name: Victory Property Inc. Address: 411 WALNUT ST #8148 GREEN COVE SPRINGS, FL 32403 Fee Simple Title Holder (if other than owner) CONTRACTOR: Name: Newberry Homes &-Development Group, Inc. Address: 588 Santiago Ave., Orlando, FL 32807 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Newberry Homes & Development Group, Inc. Address: 588 Santiago Ave., Orlando, FL 32807 In addition to himself, Owner Designates Newberry Homes & Development Group, Inc. of Florida To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration, data is 1 year from date of recording unless a different date is specified) _ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR P.AYiNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. I ht°,-: ,,d f .5 yc/ ' /P— 7 O is Signature er's Printen Name U Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and r.o one else may be permitted to sign in his or her stead." CE q J CJ C-,: State of ^) t rCounty of C 4tc•_, 3;w f J 7 > a Theforegoinginstrumentwasacknowledgedbeforemethis / 7 day of / ° ` , o O Q 1C Q by ^ S r ` _ Who is personally known to me 4: b Z Name of person making slate .ent z O uOR who has produced identification type of identification produced: W fj PAVLINAJELEVA0WJ 0W Commission # 2067365 ' o 000 a -'msNotaryPublic - California Z Nota ature " x v z z:, : ` ° LosAngeles County D r cc W My Comm. Expires May 8, 2018 t d "' 10/23/2017 10:26 4, 3867851503 FREEDOM ELECTRIC PAGE 01/03 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ( " Al I Construction `Value: S Job Address: '` r'" H,sti>'ric nistract: Yes No Parcel ID: 3to_/ ! _ -- oo^00% Q Residential ['Commercial Type of Work: New Addition Alteration Repair Demo Change of Use ve Description of Work: Plan Review Contact erson: i fTE Title: Phone: ' Fax• —)_4 rmail:k qac Property Owner Information Name ", Phone: gg5-uT1K Street:W11 Resident of property?: City, State Zip:6EL_ 33g0 _j Cbfltractor Information t- t` Name f'_dD1 G p r C%Phone: Street: 1 Fax:( Q City, State Zip;, l P ` i , State .License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FATLURE TO R.FCORD A NOTICE OF COMMENCEMENT MAY .RESULT IN YOUR PAYING TWTCE FOR IMPROVEMENTS TO YOUR PROPERTY. A .NOTICE OF COMMENCEMENT MUST OE RECORDED AND POSTED ON THE JOB SITE .BEFORE THE FIRST INSPECTION. IF YOU INTEND TO O.UTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations os indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be petfbrmed to meet standards of all laws regulating construction in this jurisdiction. .I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F. BC 105.3 Shall he inscribed with the date of application and the code in effect as of that date: 511' Edition (2014) I+loridn Iluilding Cede Revived: , tone 30, 2015 Pcrmit Application 10/23/2017 10:26 3867851503 FREEDOM ELECTRIC PAGE 02/03 NOTICE: In addition to the requirements o:f'this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required tirom other governmental entities such as water management districts, state agencies, or federal agencies - Acceptance of permit is verification that I will notify the owner of the property of the requirements of FloridaLien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect: at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S i gnaturc or Owner/Agent Date Owner/ Agent's Name a, a: t, ff - n Sign ra n ntmctor/A ent D, Print C:rnit:racl:pr/A nt'g N ic A Signature of Notnry•State of Florida Dato nnture of Notnry 3'`''? JESSICA DOt1QI.A3 LNMY COMMISSION # FF91i1270 x EXPIRES June 25. 2020 ll ( 07)99 1alDa Fb tl lete 3ervtee,00m Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced iD Type of lD Produced I'D _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: COMMENTS: of Heads UTl[, 1T1ES of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE W'A'f[;.R: ENGTN. MFRI.NG: TIRE: BUILDING: Revised: June 30. 201 S Permit Application 10/23/2017 10:26 3867851503 FREEDOM ELECTRIC PAGE 03/03 Wr FF elzeliecHef11- wlori&,, Inc. EC13, 005662 MAUing Address: 2400' Manh- Road DeLand; Florida 32724 396 736 -74751FLu. 386 785-1503 I CUwoM0r1,Bi1ftng,1nfiftaffon I Newberry Rbme!v 5oMSdnf1qgo. 4vimue OHandq;, Horida 32807 Estimate 1141201- 4156 A' 0JAb.AdW&,v Sanford I Net .10 1 11,141.20171 item TOW cohftd Contract ent Scbigdule; 70WOMe t4Mmt is dmi iip6n tb& 7Rbi*" and W/o of(he coh"ct 7,241.25' 184ueupon the "Trim". N616, This propoghl JR only VAlid for 30 drays. If the date has excctded,.30 dk".plefte. rrot% t anew propdsw." The EketricAl scope -ofttwk *ill'be`ftftrMcd doting normal working heum Chn -price - W* e#mtjL-jpate:ew"tMeion - duration to bevy( ftally-agme.d Upun-prior to the job being started. Auy:de1wjmia the pttidat do - to the. ovvner ttVire, additional pridn&. All ettot..z or ornwons on the dMVAffP wereinWrptcted to the mininmmreqahmcws of the Xjti6ftW, E166ttictil Code.. Fmcdbiri,Electrieof Central Florida shall NOT be liable fbr del" All -cbaftg6T th this .prdp(jjtgjtHlt be M' bject.to zenegot Mnglof&g proposal. Phrase bt given on the bases th9the-clecitical conametar iA tb ddih ' pletelhe-ab6ve quhwd, shotild additional ft*9 be Cc= J7Ctry.- due-to,no-'.l)brWt ofthc ciccWczd contractor,, im additional. $71ftwift beadded to c6ftftted pfift- 06rtrip. wooldmit note Freeiobx Electric of.Centmi'Florida does secept:credit cardp•(Vis&& MaLtur Card ONLY); by - choosing -ib M with Credif Card You -ate -agreding,to add an fiddly6dWit 2% per cbargttoc" credit cud processing fc&, Iota'Contruct S4gnature, 6r Company Signature THEABOVE IJMD PRICEs AND THE - TOTAL CONTRACT PRICE ARE SURYIECT TO CHANGE DUE TO THE PLISING'SUPPLY COST. Is OVER-00) !)AYS.-- OLn PLEAsE coNTAcr otm. OmCE AND RE"j- A Rrm lj.SstkATE WM-MV. PRICING. ALL MATERIAL IS"GUARANTEED TO BE AS SPEWM AND THE ABOVE WORK TO RV_ PWORMED TN ACCORDANCE WrM Tn',DR—AWINGS ANDSPEMCA'nON& ANY ALTERATION OR: LIEVIAirlown6m n"TE Ai3dvE ustm sptcwrc*bw5 V'JNG'COSTS,,'*.M. t EIP. WMarMt) ONLY tIPW *VITTEKORDER AND'WILt BECOME AN EXTRA CnARGE-OVEPLAND-ASME THE ESTIMATED PRIM ALL AGREEMENTS'. ARE' C0NMGENTUF0j4,STMM, ACCME MMORDELAYS BEY.011p OUR COVMOLLTON ACCtft'A1q6t O.FtHE ABOVE ESTIMATE' YOU AREAGREEM TO THE ABOVt MCING; OECMcAjj ONS. AND COND11JONS.'YOU AREALSO AUTffORjZrNGFkEEDOM JFLECTRIC, 0F CENTItAL MORIDA, INC. To COMMM iii A13OW WORK YOU ARE ALSO AGREENG To THE. ABOVE OUTLMD PAYMENT SOMME, Page 3 Florida Building Code Online Page 1 of 2 RECORD COPY BCIS Home Log In User Registration Hot Topics '.. Submit Surcharge Stats & Facts Publications 1 FBC Staff BCIS Site Map Links Search B a Product Approval USER: Public User erob7 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17146-Rl Application Type Revision Code Version 2014 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By N Huber Engineered Woods LLC 10925 David Taylor Drive Suite 300 Charlotte, NC 28262 704) 548-5442 kurt.koch@huber.com Kurt Koch kurt.koch@huber.com Ken W. Hix 1446 Hwy 334 Commerce, GA 30530 706) 336-3041 ken.hix@huber.com r'*411S10V1 Walker Campbell 1446 Hwy 334 Commerce, GA 30530 704) 562-1053 walker.campbel1@huber.com w G SAFtD pFPAR Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Product Evaluation Entity IAPMO Uniform Evaluation Services LLC. PFS Corporation 01/ 01/2019 IAPMO Uniform ES FL17146 R1 COI Certificate of Independence for Evaluation.pdf FL17146 R1 COI FLORIDA CERTIFICATE OF INDEPENDENCE IAPMO UES. odf Standard Year ICC- Evaluation Service AC266 2013 Approved Evaluation Entity FL17146 R1 Eouiv AC266.pdf FL17146 R1 Eouiv ER424.pdf http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3Eapi11BY... 1 / 16/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option C Date Submitted 10/12/2015 Date Validated 10/19/2015 Date Pending FBC Approval Date Approved 10/20/2015 Date Revised 10/20/2017 Summary of Products FL # Model, Number or Name Description 17146.1 ZIP System (R) Roof Sheathing ZIP System (R) Roof Sheathing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17146 R1 II ZIP Sheathing Install Manual-2013.Ddf Verified By: IAPMO Uniform Evaluation Services LLC. Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL17146 R1 AE ER424.Ddf Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 9 Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiIIBY... 1 / 16/2018 10925 Chark Faylor Dr., Suite 300 Phone: 28262 Fax:7C MIX= 02008 Huber Engineered Woods Huber Eng neeredl Woods LLC. ZIP' of Heber Engineered Woods LI-C, iTech and The Next Generation of Walls are registered trademarks of accompanying ZIP System logo and design and Stonnb' x are trademarks registered trademark of J M. Huberber (kxpoi ation. HUB313-12/10 V— --- -- --.- - 1 Awanotherinnovationfrom ENGINEERED WOODS Contents. 02 ZIP System" Sheathing, Installation On Roofs, 03 ZIP -:System"'T, ape Installation - Roof Panel Seqrhs 04 ZIP ESy,5tem` Tape, Inst,alliation - Roof Panel Seams (continued) 05 Roof Covering. (nstallation.'Instr,uctions 06 ZIP.System- ystem- Roof & Wall SheathingI'nsta,llation 07 ZIP System'" Tape, Installatibn r,:Panel Seams ATTENTION: This installation guide is intended to pro4ide,g6heral inf6rmationlorthe des ignevand end, user. The following guidelines will help you safely and properly install the, ZIP System® Roof '&Wall, will sheathing. Ve'urge you, and anyone installing this product,to read these guidelines in,order td minimize'any risk of safety hazards% and to prevent voiding, any applicable warranties. This manual is ageneraj, Installation guide and does, not cover every, installation,, condition., 'Proper installation shall be deemed to mean the most restrictive, requirement specified,by Huber Engineered Woods (HEW), local building' code, engineer or, architect,of record or other Authority, hAving,ju' risdi0tio, n.- You are -fully and solely respons.thle, forall .safety) rbqu j i rerd6nts and cod 1 6 compliance. I For additional informatiomcontact Huber Engineered Woods LILC. ZIP -SysternO Roof & Wall Sheathing Safety Guidelin6s Follow all OSHA regulations and any other safety guid,elines.-and safety practices during installation and construction: Use approved safety belts and/or hamesses orotherfall1protection equipment: Install ZIP Systempanelsand tapeonly in dry conditions and on dry'surface& Do not install in - rain, snow,frost proth6r slippbq conditions. Wear Wbberwsoled or other. highAracton footwear while installing ZIP System' sheathing in a roof application. Do notMearfbotwear with worn soles or heels. Ensure the roofing surface is free from oil, chemicals, sawdust, dirt, tools; electric cords, air hoses, clothing and! anything,dl!§6that might create a. tripping, hazard. Install temporary toe boardss-along the ZIP System sheathing roof surface. What Is ZIPSystem'-Roof Skstem' Ro. of & Wall Sheathing? ZIPSystemRoof & Wall sheathing is code -recognized as'a wood structural panel, ' roofing. underlayment, (ICC-ES, ESR- 1473), water -,resistive 'barrier and air, ESR-1 4.74). ZI P, system Roof .&, Wall sheathing, hAs a, built-in moisture barrier that lets You say good-bye to building, paper or housewrap on the walls and felt paper on the .roof.' Simply install, the, panels, tape, the seams, and you have a,structpral wall sheathing, water - resistive barrier and air barrier or a structural roof sheathing and roofing underlayment all from one product. ZIAIAPSY M Stel7i ROOF & WALLSHEATHING FASTER. TIGHTER. -ENERGY EFFICIENT. 08 ZIP System® Roof &,Wall Sheathing - Window Installation Flancied Windows & Brick Mould Windows 09 ZIP System® Ro- Of& Wall Sheathing -Window Installation ,Brick'Mould Windows (continued) iO ZIP System® Roof & Wall ,Sheathing - Penetration Openings 11 ZIP System® Roof & Wall', Sheathing Installaltlioln Details 12 ZIP , System® Roof ,& Wall Sheathing Installation Details (continued) ZIP System Roof '&, Wall sheathing can be''Used -with, a range of exterior claddings and roof coverings. Approved wall coverings- include 'brick, vinyl,, stone,, wood,fiber cement, wood; and cedar shakes;, tradi tiordi. hard coat stucco and specified drainable EIFS applications,, h6weyer it is not recommended for use With adhesively Attached LIFS. Approved roof coverings: include- asphalt —fiberglass shi ngl es,,m etaI'ti les and panels, clay.and concrete I tiles, slate and late- typen , shingles and wood shakes and shingles. Follow All cladding and r6ofcoiieying manufadt0fer' s,in§taIIation instructions. ZIP System Roof & Wall, sheathing cam be used, on buildings of Type III (Roof Applications ONLY) andjyp e Wdonstructiph and, construction permittedunder, the IRC. ZIP Systen?, Roof & Wall Sheathing Includes' ZIP System sheathing panels with built- in,moisture barrier With preprinted f4stening.and, tape ,gqides ZIP°Systemtapb Storage and Handling set panel stack,' on'three supports, ( stickers) to keep.offthe -ground., Outdoors, cover panels loosely With waterproof protective material Anchor covers on too of1he,stack, but k6ppaway from sides and bottom to assure godd,air circulation., ln'high: molsture environments, cut banding on the panel stack to 'prevent, edge damage. ZlPsysterff"Roof & Wall Sheathing Notes and Limitaltioefs: Do not use on roofs with slo, pes'less than 2/12. Do not use abutted, against generalstone or, masonrly,without providing a mini -mum of raj/,Z'gap Do not install ZIP System tape in temperatures less than 209 F ZIP System products are not recommended for,manufactured housing applications that are:built,under a, Rkderal building, codeadminister,ed by the U.S. De partMent of Housing And Urban Developrnent, (HUP), Do -not usepanel edge,dips (k-clips) With ZIP System , Roof, &,Wall sheathing Without expressed Written approval from Huber Engineered Woods." Do not use ZIP System tape, to permanently seal around circular roof projections (plumbing vents, pipes, curved Walls, etc.) Contents (continued) Wall Coverings, Wet Blown'Cellulose Insulation ZIP System Roof & Wail, sheathing should- be covered with the finished - In additionAofollowing manufacturer installation instructions, we recommend I I , roof covering or exterior cladding within 180 days of, installation. a maximum .moisture content of, the cellulose, of,le,ss than 25%,measured at, Finished r6,6f,,and difibrior.claddirig products should beinstalled per the inside surface ,of,the ZIP System panel before closing the wall cavity;; the manufacturar's i I nstallationirfstrubtions. Per the: recom me nclation of "I heWestern ' Red CedarLumber Association Secondary- Coatings! and the, Q.S. Forest Products Laboratory, wood,siding should be primed Do not apply, secondary coatings or treatments to; ZIP System Roof & Wall before instalhtion-. § heathing,panels with,the except iomofthe following: Wh6n,original roof irig dr6laddiings are -removed and replAcbdo"'Zn 6xistingI II P HEW approved fire resistant c baiti I ngs'.. Fire resistant coatinq& 'most' be= System sheathing, the roof or wall should be covered with "an additional tested and approved by HEW for use with,ZIP System panels. roofing underlayment or water resistive barrier prior,to installation zof the Field applied water-soluble , e borate insecticide, or fungicide treatments new finished` roofing or cladding. applied to the non overlay side of the panel: See technical tip, "Termite Note:,In clAddin' gtystems requiring,multiple,layers of Watef4esistive loarrleiiriis, I , [ke traditional hard -coat ,stucco, ZIP System sheathing is, intended only to, replace the first 116yen ZIP System Roof and Wall' Edge -support is not requin and the total load does not Treatments on ZIP System Roof &'Will 8heathing,;on.zipsystem.com for more information. Permeablel, 11a,minated radiant barrier foil:or:paint. For a,radiant barrier foil or coating lb-,be, consider6d permeable, it must . have an applied perm6aince,of five perms or greater as, tested by the ASM E"96, wetcup standard -For, a radiant, foil, the permeance evaluation wo,qI,d'in,cIud,e any adhesive and/or backer idsed to laniinate afoil. Fora radiant Daint(cqating,:the,peTmean'cej evaluation shoUld'bd conducted Atlhe,applied thickness of the paint/coating: does not -exceed ', 24'ac, at I o- ad. ZIP System Roof& Wall Stieathing Installatiorf Manual' 02, ZIP'System® Sheathing Instalfation on Roofs Overview- ZIP System, =Rollof,& Wall sheathing is COMDosedtof ZIP, System panels and ZIP "System seam sealing tape. ZIP SystemO Roof& Wall Sheathing panels shoul6be fully installed b6forethe seem, sealing tape -is,app liedIn general,, the ZI P System roof.sheeithing panels 'should 'be in0laIlled'fronithe lowest point bnthe, roofto the highest; It is atthe'discreti6n of the installer -whether to apply tape,from theJop down ,orfrom the b6tt6th up-. However, Working from 'the, highest sections of the roof and working down will minimize footJraffic onthetape. The follow ing'installation steps are presented I I as guidelines and a general outline of the installation prpcess.,The.5e are manufacturer ins . tallation,-,,recommendations—plbas 0-visitziopyptem.com'for a library of flashing and installation details: You are fullya6d solelv, t6sOonsible for all safety requirements. Good .construction andIsdflety practices should l:lbe.,f6ll6W4kd atall ,times Step 1. it Fn§uh§.thOt_,tNb panel,surface is dry and clean of any, nails, sawdust', or other debris or protrusions prior to installing or walking on the panels. After ensuring, compliance with all' OSHA and local code safety guidelines, install ZIP S , ysfem sheathing panels with the moisture barrier" surface facing, outside. The, 16nd edge (8') should be, oriented perpendicular to the framing members, and panels should be installed with the 4' edge seams staggered a minimum of 24". 1/8" spacing between square edges of all adjacent panels is recommended; in.AccdrdAhce With industry standards for Wood sheathing. (Tongue & Groove panelsare designed, to self -space and do not'require manual' spacing on"the ,8' edges.) Step 2. Ensure that. ZIPSystern panels span at least three framing members and a fr8anin ! mernb&,suppp ts:the-entiha 4" edge,pf the peinels. Fasten the ZIP System Roof & Wall sheathing panel to the framing members •with code approved' fasteners -spaced at the appropriate edge and intermediate spacing. ; It is the responsibility of the general contractor ,to-yerif ro' f ner type and spacing prior to installation: verify fastener Apply thefast(jners., 34'from the panel ends and comiars. An"ideal installation would be where fastenerheads are flush with the panel, I surface., However, due to vlariatibns,in materials and limitations on equiprnentj, this may be,difficult to achieve in s6irne. situations. It is not required to tape over overdrivem fasteners unless the fastener head creates a hole through the entire panel thickness. Please see• the technical tip, ''Overdriven Fasteners, in ZIP System Roof, and Wall Sheathing," for more information. Step:3. Install temporary toe boards as' necessary when applying;the ZIP System sheathing panels up the slope -of,the roof planes. 8' Panel,Edges 4' Panel Edgds 118" 01 WO T,, b, e upiqM, edgq-profiIeis Maintain 1/8" space design6d to acc6Mftbddtb, where 4! edges rheat.. incremental panel Unique edge, profile'is on expansion and'does,n6t W edges only, require, manual gapping alongthe 8' edges., ZIP SystemTm Tape Installation -Roof Panel Seams Apply ZIP System tape after all ZIP System Roof &'Wall sheathing panels are fully fastened to roof -framing members. Only ZIP System -tape should be, used to' seal the-seamsof ZIP System panels. Ensure,that°the panef.surfaces are ON and free of,any nails, sawdust and: other -debris', or protrusions. Avoid stepping_ on tape in high temperature environments. ZIP System tape is a contact tape"that requires pressure for an adequate seal. Step 1 Apply ZIP Systemtape to every vertical and horizontal panel seam. It is jet Rrlat the.discre{ion of`theinstaller whether to apply tape, from the top.down j or from the bottom up. However, working from the highest°sections of sdr, the roof and working down will minimize foot traffic on the tape; Ensure that the tape is centered oveOhe seam.within +I 1/2" to provide C10 R adequate coverage and.to ensure that,wrinkles inthe.tape are minimized: Ensure that tape,lengths are continuous across the 8"horizontal edge - of the panels. If splices are 'unavoidable, create an overlappingsplice of at least" 3'_ Apply moderate pressure onto the surface of thetape to ensure a secure bond between the, panel and`the tape. Use ZIPS stem t e un or tape roller to.a _ I , ,ressure to the tape YPg, p. PPyP P and smooth out an wrinkles. Take special .care"to remove any voids andlor trapped air at splice: areas and T-joints,; Step, 2 For valley areas of framing, we recommend you use 6"'wide ZIP System tape. Thislape is wider than panel seam tape and is designed to:give you - optimal protection in vaileyareas Staiting " from the bottom And Working, wayup, apply one continuous piece of 6" tape so that the center of the tape isover the valley seam. Use the tape gun or tape roller to apply pressure to"the tape to ensure proper contact with the panel and to eliminate any wrinkles that might; have occurred in the tape: Take special care to seattape completely into the valley. Note: It is important t"ay extra attention tovalley taping As water Is. directed toward the valleys during rain events'. Self -adhering ice and water barriers may be required by code. ZIP System'tape is not considered,,a replacement for self -adhering ice and water barriers. Therefore, when,eelf-adhering ice and water barriers are required, they should.be installed in addition'to ZIP' System tape. ZIP SystemO Roof. & Wall Sheathing installation Manual 0 ZIP System- Tape Installation - Roof Panel Seams, (continued) Step3. If` 6' ZIP System tape is not available, use two continuous pieces of 3.75"' ZIP System panel seam tape over the entire length of the valley seam;,. overlapping the pieces on th'e valley, seam by at least 1'': Starting from the bottom, install the first piece of tape overlapping the valley seam by at least 1 ". Use, the tape gun or tape roller to apply pressure to the tape to ensure proper contact,with the panel and to eliminate any wrinkles that might have occurred in the tape'. Apply thesecond piece of tape, overlapping the first piece in the valley' seam by 1' Repeat use of the tape,gun or roller to make sure the tape is,adeguately` adhered and tightly pressed into the valley. seam. Note: It is, important to pay extra attention to valley taping as water ise directed tbWard-the valleys during gain events. _ Self - adhering Ice and water barriers may: be required by code. ZIP System tape is not considered:a replacement focself-adhering ice and water barriers. Therefore, when self -adhering ice,and.water barriers are required'Jhe,y should be installed m addition to ZIP System tape. Step,* To provide temporary weather protection to roof/wall 'intersections of dormers or otherwood-sheathed; projections, apply 2° of the tape width up the vertical projection from, where itintersects with the roof. The remaining tape width canbe adhered to the ZIP System roof: sheathing panels. Use the tape -gun, or tape roller to apply pressure to the tape and smooth out any wrinkles. Step`5. Install ZIP' System tape overhips and ridges by centering the tape over the peak; seam.,Apply tape, in sufficient length to completely extend the; length of` the,hip or ridge. Startingfrom the lowest,point of the hip and working'up; press tape into place keeping tape centered over the hip. Apply moderate -pressure; onto the surface of the tape to ensure a secure bond between the panel, and,the tape. cut ridge tape as'reguired for ventilation prior to installing ridge vent:: Step6. Tape overtoe board nail holes once the toe boards are "removed,. working' from the, highest toe boards tothe lowest. First '06- of tape, " ice 5P Roof Covering InstallatiOn Instructions 21P System Roof , &.Wall sheathing,is anode recognized sheathing and underfaymentand is approved for use wiih,the:follo,wing roof coverings: Asphalt - fiberglass Shingles Metal Roofs (§hihgles and,panbls) Clay Tile Concrete, Tile Slate ;and ZIate4vbe Shingles Wood Shingles Wood Sbakes When installing roof coverings,' follow applicable codes and rnapufacturqr's suggested instructions. Some roof coverings require a -slip-sheet in addi ion. to conventional underl'ayment. Where slip-,theetp are required, they should be installed over ZIP System sheathing panels. Note: Visit zipsystem.com fbt,updates and installation details. Asp - hatt4ib6rglassS Shingles Apply asphalt shingles:dire-dly to'ZIP'system sheathing. For roolswith aslope 'Of 2/12.orgreater tut lessthan4/.12, additional:undedayment.may be required. Install asph4lt-, fiberglass-,shindles according to applicable pplic, blecodes,and maRqfactu,rers installation instructions; Metal Roof Cbverintis Metal'roof. coverings,may be-appli6d to ZIP System sheathing provided that the roof cbvering'ma:nufacturer's installation instructions. and ap .0licable codes are fpll.bwed. Fasteners used to sec6r,6'the ZIR System Roof & Wall sheathing panels to supporting framing must be r compatible with Jhe. specific'met6l 16of covering used. Galvanized f asteners, shall be used with galvanized roof, coverings, aluminum -zinc coated' fasteners shall be used with: alUminum4ric coated roof coverings and. 3OFO series stainless steel fasteners shall.be used with copper roofs . Stainless steel fastenersiare acceptable with allnetal roof Noes., In addifion- metal,roof flashing shall also be made of a:material compatible with the. specific metal roof covering used. Apply metal shingle's on'roofs with. slopes of 3/,j'2,o.r,grea,te,1r. Pjayarid,-CpncrOe Tile Roof Coverings ZIP, System Roof,& WalLshe6thifig is;intehded to replace the'first'llayer in a two -layer or multi-layer,uriderlayment system. When, installing clay or concrete'tile,. roof coverings, foIloW the installation recommendations of FRSAfT I RI 07320. Install the °roois. according to applicable codes,and manufacturer',s installation instructions. State and Slate -type Shingles, Aoplysldte and slate -type shingle§.oh roofs4ith slopes of 4/12 or"-Oreatee. Install slate and sIdtb-type, shingles according t-o - licable codes and Manufadture.Cs Y app i installation. instructions. wood) Shingles ZIP System Roof &,Wall sheathing is intendedtoreplace the first layer of, underlayment required by the IBC and/or the IRQ:Additional layers of underlayment may be required by code depending on the local climate. Apply wood shingles on' roofs. with slopes of 3/12 or greater. In§tallwood shinglps,according to appli'cable, codes and manufacturer' s installation instructions. WoodShakes ZIP System, Roof & Wall sheathing,isIntended to replace the first layer of, underla,ymQn,t required by the IBC and/or the IRG., Additional layers of underlayment may be reauired by 6odbAependinj on the l6cal'blimate. ZIP,Syst6rn, roof sheathing'is not to be, construed at a r6blat6inent for in'terlayment. Apply wood shakes on roofs with 'slopes of 4/1,2 or qr6at6t. Install wood shakes according to applicable codes and "manufacturer's "installation instructions., ZIP SysteW Roof & Wall Sheathing Installation 'M , anuat ZIP , System® 'Sheathina Installation on Walls Overview: ZIP System Roof & Wall sheathing, is composed of ZIP System, panels and ZIP System seam sealing tape. ZIP SystemO Roof & Wall Sheathing panels should be fully installed before the seam sealing tape is appIied.,PThe following installation steps are -presented;as a cieneraloutlirie of the. installation process. These are manufacturer installation recommendationspleasevisit zipsysteni.c6rn fora library of flashing and installation details. You-arefUIIV,ancl solely, responsible forall safety, requirements. 'Good construction and,safety practices should be,followed at all times. Step 1. Install ZIP System Roof & Wall sheathing panels positioned with , the water -resistive barrier facing, outside.,The pan'd I s may, be installed with the long side :of the panel criented either horizontbtlly, 6r vertically to the framing members. Wallqthlat are designed to resist lateral shear forces :and 'sheathed with wood structural panels typically require solid framing or blocking behind, all panel edges. If oriented horizonfally,,block horizontal joints if wall is designed for Ufdcinci or asia shear wall. 1/ 8" spacing between square edges of all, adjacent panels is recommended in accordance with industry, standards for wood sheathing installation; 8` Fanel, Edges Panel Pjanel Edges 1/ 8" 148" 1/8. AiwM x g 6 The unique edge profile is - Maintain i/8-space Where Maintain 1/8",spac designed to accommodate 8',panel edges meet 4! where 4"edges meet. incremental, panel panel edges. UniqueedgeUnique edge profile is on n and doels,'not expansion profiledoes notpTovide 8,' eldges.,only,,* require manual - gapping the full. 11/8" recommended along the 8`edoes.' I space inthis situation:` Step 2, Flastleri,the panels to the framing members with code approved fasteners. Space fasteners '6",o.c., along supported edges and,12" o.c. at intermediate,supporis, unless otherwise specified by local code or the designer of record. It i the responsibility of the general contractor to verify proper fastener,type and spacing prior to, installation. Apply the fasteners 318-ftotri the ends and corners. An ideal ins,tallationWould'be where fastener heads are flush, with, the panel surface: However,, due to variations in.materials, and limitations on, equipment; this may be, difficult to achieve in some situations. lt_ is not required to tape over overdriven fasteners, unless the fastener head creates a, hole:through, the -entire panel' thickness. Please see the technical tip "Overdriven Fasteners in Zip System Roof and Wall Sheathing," on zipsystem.com for more information.. r--9= RZ11 ZIP System- Tne ' p Installation ntall, tibn -Wall Panel Apply,ZIP,System tape afterzil ZIP System Roof,& Wall, sheathing, panels are fu , Ily-fasienedio wall -framing members. Only ZIP Sysiem tape, should ,be. used to sqqI the'seams of ZIP SysteM, palnells.Ensure that the panel surface is dry and free of sawdust and dirt prior to taping. ZIP System tape , is -a contact tape that, requires pressure for an adequate seat. Step tep1. Tape ail seams using ZIP System tape. Ensure that the tape is centered over theseam Within +/- 1/2" to provide adequate cdVerage. 6nd that-wrinkles1n tape are, minimal. Use the ZIP System tape gun or roller to apply pressure toAhe tape and smooth out any wrinkles. Step, 2. Wherever tape splicbs'occurat a'horizontal or vertical seam, create an overlapping'splice ofat least At T- joints, thetape pieces should overlap by at least I ''. Apply,' moderate pressure onto the surface of the tape to ensure. a secure'. bond between the panel:and the tape. Use the ZIP System,tape,;gun orroller to apply pressure to the,tape, and smooth out anywrinkles. Take-specialcare to remove any voids and/or trapped air,at splice areas and Tjoihts: i tpp'3. Tape inside and outside comer seams. alin Note: Tape overanyareas of the panel or tape thatareAama,ged during construction. ZIP System," Roof' & Wall .Stieathing, Installation Manual rAT-1 OLU ZlPtystem - Wind,ow -Installation PISCLA!ME,R: Thefp1lowing steps rep resent'a general overviewfo,rthe,proper,instdlation of window flashing. Please defer to/clon§ult the installation instructions 6f yqurwind,ow,man6facfurer as well as oode, requirements in your jurisdiction for full installation details. Flanged Windows, 2. ZIP System tape maybe as pan flashing if installed in accordance With flanged window in , stallatibn 'details ,post6d' on zipsystem.cbm: Other adhesive-based'flashing"tapes (must meet ICC-ES Acceptance Criteria for Flashing Materials AC148)) maybe Used as pan flashing if installed: per ASTM 2112 07. Applythe lashing, to cover` t ' bottom of the opening, oveittangin onto -the he9sheeithino by at leas,I.2" and extending a,mirtimultm of 6" up each iamb. 3. Apply sealant around inside face of mounting flange. Seadant must 'be, gapped at thesill to, permit drainage: Install and Jevel'winclow per manufacturers 'installation instruc b6ns.= Verify sealant compatibility with window manufacturer. When, using ZIP System tape as pan flashing, A butyl, 100% silicone or p sealant YI olyurethane - are acceptable. Do not use latex or othe'r water- based 'sealants. 4. Cut two pieces of ZIP` System tape or another adhesive -backed flashing tape (must meet ICC- ES' Acceptance Criteria for Flashing Mateflals AC148))s and apply to each of the window jamb flanges, -ensurinrg the'jamb'flashings overlap the sill flashing.. Once the t1apais1n, plac% use the tape gunVor roller to sea - I the flashing to the sheathing; 5. -Cut a length of ZIP System tape -or another adhesive -backed I , flashing tape ( must meet JCC'_ ESr Acceptance. 1 Criteria, for Flashing Materials AC148)) and apply, to the header; ensuring that theJlashing overlaps the jamb fIashi'ng,s.*" Once the tape is in place, use the,tape,gun or roller to seal the flashing to the sheathing. DO NOT tape bottom flange. 6. From the interior;. -apply low-pressure: polyurethane foam (for windows) b6tween'th6 rough opening and thaw i nclow" frame' Caulk sealant compatible' with the sill flashin9 may'be: used at the sill if the opening, between the sill flashing and window I is too narrow to, 'allow the use of lo'w-oressurb polyurethane foam.) When Using ZIP' System tape, but I A, 106%. sificone or polyurethane: sealants -,are, acceptable. DonbVbse latex sealants with ZIP System tapp.1f using another flashing ' tape, follow the flashing manufacturer's recommendation 1n selecting, a sealant, compatible with Ithat,f lashing. Brick Mould Windows 2. If recommended by the window manufacturer, cut a; sVippfwood tofunction asqback .dam , at1he, sill. The wood strip should have a length equal to the width of,the rough, opening and a height and width of at least 1/ 2"'. Position the block at 'the inside edge of the window frame. M ZIP System -Window installation IDIST h,, -CLAIMER:fdlo,,ingE4ep§,,)p!eseRtagenerql,overA1`1ewfo the proper, instal lation of,window flashing Please defer to/ I consul . I the installation -, instruc I tions ofyour window manufacturer as well'-as de requireme I n I tsI in, youribrd is ictionfbrfuflinstaJlationdeiails: Brick Mould Windows (continued), 3. ZIP System tape may be Used as pan flashing if: installed in, accordance with brick mould window, installation details posted on zipsystem.com. Other adhesive - based flashing Aapes(must meet' ICC-ES Acceptance Criteria for Flashing Materials AC1481)) may, be usedlas part flashing if installed, perASTIM.2112mO7. Apply the flal-shinvo cover the bott6m- of the opening; overhangin1g. olnto'tKe sheathing by at least 2"'and extending a minimum of 6" up each jamb. 4. For vertical 'jambs, 'cut ,ZIP System tape or another adhesive --backed flashing tape (must meet [CC - ES Acceptance Criteria for Flashing Materials AC1148)), and apply to each ,of the window jambs., Ensure that, theycover the,enf ire inside of,the rough opening ,,as well'as overlap onto the sheathing by at least ' T'. Flashing shall also, exteridabove'the rough opening, such that it, will project 1 "'beyond the exteriortrimof the. winclow. Once the tape is in place, use the tape gun,or roller to seal the flashing to the sheathing. 5. Apply sealant to Jambsand header allowing for drainage, at the sill in accordance with, window manufacturer's installation instructions: When using,ZIP System tape, use a; butyl,;polyurethane or 100% silicone sealant.- Do not use latex or other water -based sealants with ZIP System, tape. When using another flashing tape, follow the - flashing manufac-turer's recommendations in selecting a sealant compatible with that flashing, 6. Jnstall, and level window: per m,anufacturer',s installation instructions. 7. CUt'a piece of rigid head flashing s6that,when installed, it is flushwith the edges of exterior moulding of the window. Apply a bead of sealant to the 'back and bottom surface of the rigid head flashing. Use sealant recbmMerid6d by the, flashing manufacturer. 9.- Cut a length of ZIP, System tape or another acfhesiW-backeld, flashing tape (must meet Acceptance C6t6tia3for Flashing Materiiis(AC148)) and apply to the rigid head flashing ensuring that the adhesive -backed flashing overlaps the jamb flashings. OnteAho tape, is in place, use the - h Her e.g9orro lbseat ,the flashing to,the sheathing. 10. From the interior, apply low-pressure pplyureftne foam ,windows) between the rough opening -and for the window frame. (Caulk sealant compatiblewi , th the sill flashing may be used at the sill if the opening b6tween1he sill flashing and, window is too narrow A to allow the use of low-pressure polybrethane'fdam) When using ZIP System tape, butyl, 100% silicone or polyurethane sealants are acceptable. Do not use latex or, othe'r wallter-lbasled, sealants, with ZIP System tape. If using another flashing tape, follow the, flashing manufacturer's recommendation, in selecting a sealant compatible with that flash in g. OR Systems -Roof & Wall Sheathing Installation Manual ZAP' System "Penetration OpenlingS b#LNMEA: The following steps,represent a general overview for the,proper installation,,of penetration flashing Please deferto/consult your code requirements' in your jurisdiction for full installation details. WALL ASSLIdSL T . WALLLSIIGRIING WOODOR LT 4A METAL BTUDS I(&INCH GAP RECOMMENDED AT OVERLA?.TAPE A:MINCAUM OF Al- iAT- 01i1T5' "„ INSTALL ZIP SYSTEW) TAPE ATALL NTERIOR,CORNERS WALLASSEMBLY ZIPSYSTEM( D; WAIL SHEATHING'. WOOD OR LT. GA. -METAL STUDS INSTALL ZIP SYSTEMI.9 TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) IN SEOUENCE FROM BOTTOM; SIDES. THEN TOPTO ENSURE SHINGLE LAP OF -ADHESIVE BACKED FLASHING ZIP SYSTEM&:' TAPE'fINSTAILED OVER ALL JOINTS' IN ZIP SYSTEM®. WALL SHEATHING). USE FLANGED: ELECTRICAL. l BOXES : OR' MEMBRANE FLASHING TO PROVIDE': FLANGES FOR ELECTRICAL BOXES: .. WALL ASSEMBLY' ZIP'SYSTEM& WALFSHEATHING WOOD OR LT. GAMETAL STUDS INSTALL ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING(MUST'. MEET AC148) IN SEQUENCE. FROM. BOTTOM :SIDES, THEN TOP TO ENSURE,SHINGL° E'LAP OF ADHESIVE BACKED FLASHING- ZIP""SYSTEM& TAPE(INSTALLED OVER ALLJOINT$ IN ZIP, SYSTEM& WALL SHEATHING): USE FLANGED VENT HOODS . _ iis WALL,ASSEMBLY l.;T VINYUWOOD/FIBER CEMENT SIDING' INSTALLED. IN: ACCORDANCE WITH Ali, CLADDING MANUFACTURER'S - INSTALLATION RECOMMENDATIONS): I ZIP SYSTEMO WALL SHEATHING I WOOD OR LT, GA. METAL STUDS I TOP EDGE OF'FLASHING TAPED TO` WALL SHEATHING WITH -ZIP SYSTEM@ TAPE=OR ADHESIVE BACKED I FLASHING. ( MUST MEET AC148) I CODE. APPROVEDFLASHING- =1 FOUNDATION WALL ASSEMBLY VINYLANOODIFIBE2 CEMENT SIDING INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER S INSTALLATION RECOMMENDATIONS) ZIPSYSTEM* WALL SHEATHING WOOD OR LT GA.METAL STUDS VB-1NCI I GAO RECOMMENDED AT PANEL EDGES. UNLESS' OTHERWISE PROVIDEDBY= MACHINED PROFILED EDGES X ZIPSYSTEM& TAPE(INSTALLED OVERALL JOINTS IN ZIP SYSTEM39 WALL SHEATHINGj, Li OVERLAP TAPE A :MINIMUM OF 1+INWAT ALL TJOINTS tl&INCH GAP RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY': MACHINED. PROFILED. EDGES WALL ASSEMBLY. BRICK VENEER AIR SPACE ( AS','PRESCRIBED,BY LOCAL BUILDING CODE), •- ZIP SYSTEMOO WALL SHEATHING W000 OR LT. GA. METAL STUDS TOP -EDGE OF FLASHING TAPED WITMIZIP'SYSTEM® TAPE'OR. ADHESIVE, BACKED. FLASHING. MUST MEET AC14a), - Note: For optimal air leakage reduction, all untaped edges=of the,,panels can be caulked, gasketed or sealed with a weather stripping material. ZIP Systern" Roof& Wall Sheathing Installation Manual 12 ZtR System Sheathing Installation Details on Walls (continued) WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDINGCODE) ZIP SYSTEM(D WALLSHEATHING WOOD ORLT. GA..METAL STUDS TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING.- MUST MEET AC148) CODE APPROVED FLASHING'— WEEPS EPS (AS -PRESCRIBED BY LOCAL BUILDING COPE) STEEL LINTEL INSTALL WINDOW IN ACCORDANCE WITH DETAILS 214A- 24D OlR,25A-'25b WALL BEYOND _ WALL ASSEMBLY CODE APPROVED CLADDING INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) EXTERIOR RIGID INSULATION DRAINAGE PLANE (MIN. Yw') ZIP SYSTEM0 WALL SHEATHING WOOD OR LT. :GA. METAL STUDS J TOP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH - HZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. ( MUST MEET I AC148) CODE APPROVED FLASHING WALL BEYOND BACKDAM' PER WINDOW MAN UFACTURERSINSTALLATION RECOMMENDATIONS INSTALL CODE - RECOGNIZED nSILIJPAN FLASHING iN ROUGH OPENING PRIOR TO WINDOW INSTALLATION. TOP EDGE' OF FLASHING TAPED WITH ZIP SYSTEMOJAPE OR, ADHESIVE BACKED FLASHING., MUST MEET AG1481) WEEPS(AS PRESCRIBED BY LOCAL BUILDING CODE) CODE APPROVED FLASHING WALL ASSEMBLY BRICK VENEER AIRSPACE (AS PRESCRIBED BY LOCAL BUILDING': CO , DE) ZIP SYSTEMD WALL -SHEATHING WOOD ORJLT. GA. METAL STUDS Note: For optimal air leakage reduction, all untiped edges of thepanels can be caulke-d,,gasketed or sealed with a weatherstripping material; EGENVE MAR 20 11 CITY OF SANFORD ai- --------BUILDING FIRE -PREVENTION --- ICY: - PERMIT APPLICATION lApplicationNo: -953 Documented Construction Value: $ 208,650 Job Address: 215 Margaret Road, Sanford FL 32771 Historic District: Yes No [X Parcel ID: 36-19-30-534-0700-0010 Residential Q Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: New construction of single-family home Plan Review Contact Person: Chadwick Newberry Title: VP Phone: 321-607-2354 Fax: Email: chadwicknewberry@gmail.com Property Owner Information Name Victory Property Inc. Phone: 917-648-0066 Street: 411 Walnut St. #8148 Resident of property? : No City, State Zip: Green Cove Springs, FL 32043 Contractor Information Name Newberry Homes & Development Group, Inc. Phone: 800-945-4278 Street: 588 Santiago Ave Fax: City, State Zip: Orlando, FL 32807 State License No.: -CBC 1251643 Arch itect/Eng1neer Information Name: MuelTech Inc. Phone: 386-469-7945 Street: 1650 East Parkway Fax: City, St, Zip: DeLand, FL 32724 E-mail: mueltech@gmail.com Bonding Company: NSA Mortgage Lender: Surety Bank Address: Address: 990 N. Woodland Blvd, FL 32720 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application y• _ .- ems - .. NOTICE Inaddition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3 gnature weer/Agent Date SSiig natureiofContr. t nt Date ed W ',c-1C f LCam- Print Owner/ eent's NarSe J (print Contractor/Agent's Name SigiSture.. otary- pAVLINA JELEVA to Sign a Date m D NA LEMIEUX ommission # 2067365 ` Y ,` No Public - State of Florida a . m Notary Public California commission # FF 211760zi,.t_ z Los Angeles County z 2019MComm. Expires MayD Assn. Y tv MyComm.ExpiresMayB.2018 O,Ff„°P Bonded through National Notary Owner/Agent is Person o Me or Cont n is ersonally Known to Me or Produced 1D Type of ID Produced ID i2c Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: tKQ1 ` UTILITIES: ENGINEERING: VA_Q, 3FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CEIVE. MAR? 20 CITY OF SANFORD BUILDING & FIRE PREVENTION BY: PERMIT APPLICATION Application No: l — 6 S.3 Documented Construction Value: $ Job Address: 215 Margaret Road, Sanford FL 32771 Historic District: Yes No EX l Parcel ID: 36-19-30-534-0700-0010 Residential [J Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: New construction of single-family home Plan Review Contact Person: Chadwick Newberry Title: VP Phone: 321-607-2354 Fax: Email: chadwicknewberry@gmail.com Property Owner Information Name Victory Property Inc. Phone: 917-648-0066 Street: 411 Walnut St. #8148 Resident of property? : No City, State Zip: Green Cove Springs, FL 32043 Contractor Information Name Newberry Homes & Development Group, Inc. Phone: 800-945-4278 Street: 588 Santiago Ave Fax: City, State Zip: Orlando, FL 32807 State License No.: CBC 1251643 Architect/Engineer Information Name: MuelTech Inc. Phone: 386-469-7945 Street: 1650 East Parkway Fax: City, St, Zip: DeLand, FL 32724 E-mail: mueltech@gmail.com Bonding Company: NSA _ Mortgage Lender: Surety Bank Address: Address: 990 N. Woodland Blvd, FL 32720 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application r., NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. bnramre weer/Agen[ Dare Signature oY Contract nt Date 1 Print Owner/ gent's Na e (Nkrint Contractor/Agm4's Name Owner/Agent is Produced ID Type of ID Sign NA LEMIEUX Date Y, Notary Public State of Florida Commission # FF 211760 e;= My Comm. Expires May 16,1019 F bonded through National Notary Assn. bmo Cont n is Personally Known to Me or Produced iD Type of M --L-i)L- ' BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical Mechanical Plumbing Gas Roof Construction Type: N Occupancy Use: 23 Flood Zone: Total Sq Ft of Bldg: -Z5'7(P Min. Occupancy Load: _— # of Stories: 2- New Construction: Electric - # of Amps 2-'90 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE.: COMMENTS: Plumbing - # of Fixtures k g Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 4:9F '! 7 Revised: June 30, 2015 Permit Application t- CITY OF SANFORD BUILDING 8- FIRE -PREVENTION_ PERMIT APPLICATION Application No:. / 7— s3 Documented Construction Value: $ 208,650 Job Address: 215 Margaret Road, Sanford FL 32771 Historic District: Yes No [X Parcel ID: 36-19-30-534-0700-0010 Residential Q Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: New construction of single-family home Plan Review Contact Person: Chadwick Newberry Title: VP Phone: 321-607-2354 Fax: Email: chadwicknewberry@gmail.com Property Owner Information Name Victory Property Inc. Phone Street: 411 Walnut St. #8148 917-648-0066 Resident of property? : City, State Zip: Green Cove Springs, FL 32043 Contractor Information Name Newberry Homes & Development Group, Inc. Phone: 800-945-4278 Street: 588 Santiago Ave Fax: City, State Zip: Orlando, FL 32807 Name: MuelTech Inc. Street: 1650 East Parkway City, St, Zip: Deland, FL 32724 Bonding Company: N/A Address: No State License No.: CBC 1251643 Architect/Engineer Information Phone: 386-469-7945 Fax: E-mail: mueltech@gmail.com Mortgage Lender: Surety Bank Address: 990 N. Woodland Blvd, FL 32720 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE -FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Thy Mition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ba i NOTICE Inaddition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. gnamre weer/Agent Da' c Signature of Contact " M Date 91r 2 40y . hP / cIP P e } C eCl W ,J Print Owned gent's Nanye I (print Contractor/AgcaCs Name Owner/Agent is Produced ID Type of ID Sigma Date Y, ,,, p NA LEMIEUX o° Notary Public -State of Florida Commission # FF 211760 My Comm. Expires May 16, 2019 E,°; ;,`.:`' Bonded through National Notary Assn. Cont n is ersonally Known to Me or Produced ID Type of ID --i-Ti tom- ' BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTI.LITIES: " WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application r 1 i MAY 2 3 2017Revision Response to Comments BY. City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date L / Project Address: FL - Contact: Ph: Email: P, A ,: , cK Vw Trades encompassed in revision: Building Plumbing 0 Electrical Ek Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building Fax: General description of revision: Jl i'n rVln o c ROUTING INFORMATION Approvals A s- t CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-853 Date: 05/16/2017 Project Description: New SFR Contact Name: Chadwick Newberry Job Address: 215 Margaret Road Contact Email: chadwicknewberryAgmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 11. Please submit two (2) copies of a gas riser schematic for the gas fireplace. Gas riser shall show all gas piping, pipe type, pressure, gas type, water closet, BTU's, pipe length. Also if any other appliances are gas fueled, please label as such on the plans. FBC 107, Submittal Guidelines 2. Please submit two (2) copies of completed and signed Energy Calculations. Only 1 copy submitted. "Prepared By" and Owner/Agent" information is required to be filled out. 3. FB107, Submittal Guidelines Please submit two (2) copies of a completed and signed EPL card (usually located within the Energy Calculations). FBC 107, Submittal Guidelines 14. Please submit two (2) copies of an enlarged HVAC duct layout that has been placed on a floor plan. The duct layout submitted is too small to read and is not placed on a floor plan. FBC 107, Submittal Guidelines 15. Please submit two (2) copies of an Electrical Load Calculation indicating all required electrical loads and the minimum service size required for the home. FBC 107, Submittal Guidelines J o. The Floor Plan on Sheet B 1 notes an 8" Frame Interior Bearing Wall at the garage. The details referenced (3/D2 and 7/D2) requires 2x6 framed wall studs. Please revise accordingly. FBC 107 417. Details 1/D2 and 2/D2 reference R-6 insulation for CMU walls. The Energy Calculations require R-4.1 insulation. Please revise accordingly so the details and Energy Calculations are the same. FBC 107 8. Details 3/D2 and 5/132 reference R-11 insulation for the frame walls. The Energy Calculations require R-19 insulation. Please revise accordingly so the details and Energy Calculations are the same. FBC 107 J 9. Detail 5/132 references R-5 insulation for the CMU walls. The Energy Calculations require R-4.1 insulation. Please revise accordingly so the details and Energy Calculations are the same. FBC 107 J 10. All details that show the attic insulation on Sheet D2 reference R-38 insulation. The Energy Calculations require R-30 insulation. Please revise accordingly do the details and Energy Calculations are the same. FBC 107 I 11. The Floor Plan on Sheet B 1 and the Truss Engineering note 8" Framed Walls for the 2"d Floor. All details that reference the 2"d floor frame walls require 2x6 framed walls. Please revise accordingly. FBC 107 12. Please show the location of the interior and exterior electrical panels on Sheet El for clarification 713 C 107, Submittal Guidelines The kitchen island receptacles are required to be GFCI protected. Please show this on Sheet E1. FBC 107, NEC 210.8(A)(6) 14. A receptacle is required on the wall space at the top of the stairs. Please show on Sheet E 1. FBC 107, NEC 210.52(A)(2) 15. The Florida Product Approval and Installation Instructions are incomplete. Please submit two (2) copies of Florida Product Approval and two (2) copies of corresponding manufacturer installation instructions for the following products that will be installed on the home: windows, exterior doors, garage door, soffit, siding, roofing material, and roofing underlayment. FBC 107, Submittal Guidelines Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 2- PI Rii %iPw City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Chadwick Newberry Firm: Newberry Homes & Development Group Address: 588 Santiago Avenue City: Orlando State: FL Zip Code: 32807 Phone: 321-607-2354 Fax: Email: chadwicknewberry@gmail.com Property Address: 215 Margaret Road Property Owner: Victory Property Inc. Parcel identification Number: 36-19-30-534-0700-0010 Phone Number: 917-648-0066 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-853 Reviewed by: Michael Cash, CFM Date: March 30, 2017 SCPA Parcel View: 36-19-30-534-0700-0010 i Page 1 of 2 4 fAS mn ua,, can Ea£x.t5 ccxr. aTv, F'i:t.Y'a ev. TR Parcel Information Property Record Card Parcel: 36-19-30-534-0700-0010 Owner: VICTORY PROPERTY INC Property Address: MARGARET RD SANFORD, FL 32771 Parcel 3619-30-534-0700-0010 Owner VICTORY PROPERTY INC Property Address MAR,GARET RD SANFORD, FL 32771 Mailing 411 WALNUT ST #8148 GREEN COVE SPRINGS, FL 32403- I Subdivision Name HIGHLAND PARK Tax District ! S1-SANFORD1----DORUseCode 00-VACANT RESIDENTIAL Exemptions Value Summary 20162017Working Certified Values I Values Valuation Method Cost/Market Cost/Market m Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $23,447 20 679 Land Value Ag- Just/Market Value *' $23,447 20 679 Portability Adj Save Our Homes Adj _ $0 0 Amendment 1 Adj i $0 i $0 P&G Adj $0 0 Assessed Value $23,447 20,679 Tax Amount without SOH: $415.00 2016 Tax Bill Amount $415.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 1 + 2 BLK 7 HIGHLAND PARK PB4PG28 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $23,447 $0 , $23,447 447 ( $0 1 $23,44723CountyBonds City Sanford $23,447 i $0 $23,447 Schools $23,447 $0 i $23,447 SJWM(Salnt Johns Water Management) $23,447 $0 $23,447 Sales Description Date Book Page Amount Qualified vac/Imp WARRANTY DEED 11/1/2016 08806 0886 $24,500 Yes Vacant QUIT CLAIM DEED 6/1/2012 107812 0902 $100 No Vacant WARRANTY DEED 11/1/2005 06017 1635 ( $94 900 Yes Vacant jL.. — WARRANTY DEED 5/1/2002 04415 1 0730 $17,500 No Vacant I —_ _._ QUITCLAIM DEED 12/1/2001 04306 0952 $100 I No Vacant WARRANTY DEED 11/1/2000 103969 0776 $20 000 F Yes Vacant PROBATE RECORDS 1/1/1993 02532 1792 $100 ! No Vacant ADMINISTRATIVE DEED 10/1/1990 02233 1264 $75 000 : No r Vacant WARRANTY DEED 1/1/1979 j 01205 j 0621 $43 000 No Vacant WARRANTY DEED 1/1/1976 01107 0938 $20,000 No Vacant Find Comparable Stales Land _.__ . __ Method Frontage Depth Units Units Price Land Value i e http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=36193053407000010 3/28/2017 SCPA Parcel View: 36-19-30-534-0700-0010 Page 2 of 2 FRONT FOOT &DEPTH 98 00 111 00 0 275 00 23,447 Building Information Permits Permit # Description Agency Amount CO Date Permit Date No Permits Extra Features Description Year Built Units Value No Extra Features New Cost http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=36193053407000010 3/28/2017 Detail by Entity Name Page 1 of 2 k-' DIVISION OF CORPORATIONS Florida Department of State ral o0r•;rtl ftf,.1v"wtell] i,,TJ:V1 Department of State / Division of Corporations / Search Records / Detail By Document Number / http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 3/28/2017 Detail by Entity Name Page 2 of 2 Y' SNYDER,THEODORE 411 WALNUT STREET #8148 GREEN COVE SPRINGS, FL 32043 Title DIR SNYDER,THEODORE 411 WALNUT STREET #8148 GREEN COVE SPRINGS, FL 32043 Annual Reports Report Year Filed Date 2015 01/30/2015 2016 01/19/2016 2017 02/10/2017 Document Images 02/10/2017 -- ANNUAL REPORTr View image in PDF format 01/19/2016 —ANNUAL REPORT View image in PDF format 01/30/2015 -- ANNUAL REPORT View image in PDF format 02/13/2014 -- Domestic Profit View image in PDF format Florida Department of State, Division of Corporations http://search. sunbiz.org/Inquiry/CorporationSearchISearchRe sultDetail?inquirytype=Entity... 3 /2 8/2017 City of Sanford Planning and Development Services f871 Engineering — Floodplain Management Flood Zone Determination Request Form Name: Chadwick Newberry Firm: Newberry Homes & Development Group Address: 588 Santiago Avenue City: Orlando State: FL Zip Code: 32807 Phone: 321-607-2354 Fax: Email: chadwicknewberry@gmail.com Property Address: 215 Margaret Road Property Owner: Victory Property Inc. Parcel identification Number: 36-19-30-534-0700-0010 Phone Number: 917-648-0066 Email: The reason for the flood plain determination is: FE-1 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) s m' ,+ F # ` arm iw Era OFFICIONLY mtii„a .i¢r.} T,G'm'.4LUr SE Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17- 853 Reviewed by: Michael Cash, CFM Date: March 30, 2017 BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 1 & 2, BLOCK 7 HIGHLAND PARK ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE 28 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMAGOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIED TO: VICTORY PROPERTY, INC.; PAUL, ELKIND, BRANZ, & KELTON, P A.; CHICAGO TITLE INSURANCE COMPANY; SURETY BANK ateq\* / . a g Pub oadl 2 Pl 3P al ra t 1ooQ28lj ae` ecJ I MARGARET ROAD SANFORD, FLORIDA 32771 NE Comer of Lot 4, Block 7 Fnd. Ya" Rebar pp lPi ( No ldentKcation) 1pp19 M1 lMl F' 1pORAgS , Fnd. V Radar Cap " LB 6724" S). s 0 1. 3' \ y AT& T Box 300onconnretet 1 J Guy Wire s 9.1, off Fnd. Nail No Identification) Lot 2 Block 7 0 Light Pule is Vacant) P. a00 10.0w & 16, 1'S U? 2. 2 Lot 1 0Block 7 9 0 \ C 1 Vacant) a 1 o A g1 m l a p 0 i n 1 B' b I I AT& T Manhole TUE TA7 1 01 CND 22 12 q Note: All Bearings Shown Hereon are "ASSUMED" 12.T 1 Fnd. %" Rebar S1Qo N8 µ9ad \M, 1t C "LB 6724" Field Date: 12/272016 Date Compleled: 12/272016 Drawn By: B.K. File NumberlS-33769 C Legend Celaalad PC - Pam d Cwave B Centallrle CtNa Block dttx Pe . Page Pl -Pdnloflltlaa tan CM C. Cmdale haunted C— P.OL P.O. B.-PdnldBeglwxng PdntonU. D DearnpwnPP -Power Pde DE Est Drainage 1—ixtrd EaselrerxPRIM-Pwsnanent Rsxershoo Monudwd F. E.M.A - Federal Em®ywxy PT - Pdnt d Tangency Management Ageray R -Rsdua FFE Finished Hoor 0—kin Red, -Radial Fnd Foltrtd R&C - Rebar & Cap IP L Inad Pipe Length ( AR) Rec. - Recoraed Rfd. - R-W M Me— xad Sd - SW' A' Reba & N&D N.R. Nall & Disk Non-Radial Reber Cap -LB 761T Typ. - Typical ORB Officwl Reotxds Book tE - Utility Emaxned P P.a PI0 Plat eosdcWNI-waterM— A . Odta 1cwlxd Asgel ap AT&T Box on concrete Lot 9 Block 7 C1 R = 266. 81'(P) A = 18°11'52"(M) C = 84.39'(M) L = 84.74'(M) CB = N10-11'34'W( M) NOM survey a eased utsm tke Legal D-4 on supplied by CLeru. A bj-1,-yU Oeedt d NOr beenaesearvNed Ica G+pi Orehpr mtl/w Ilurvs. S '" to any Easements kMolrnonsWaerwd. NIwgbaVsshw,rTt.b,kAsvlmedatdwti,ywldte—oa,wed wldra-e9•. 9„demq Tms are NOTIobrushmrermstrwtPapntyUnnmceeYTiiAIsNOrdendUblhigoal Osedlartgs. Untlerg,olsnd VatiUesand/w Foaten (tare NOT been Iwated UNlE55 are apryotlmate and MUSTbe rermrd by al The Su's rw Yurt —when than knelled. WINwt VYritten Venneaum. Will be UsnSsrleleskand Wkhe,x UablMtothe SurYryw. Nwhing Hereon shall be ned s a give ANY aighn or emerro to Anyone Othw than tho se CerNf ed. POINTS Or w-11 4E VISIBLE Lot 3 Block 7 110,—/' Fnd. %" Rebar No Ideriffka ion) Gra hic Scale 15' 30' 6fi Scale: 1 "= 30' n IM e- w my I(noMadge and awlat as nreltxy car um IMs OMe sham. eased on Inid—h N— ed nfonns to the Sloneiwds OfPraetlenrwLandS, Inds n a—d— wan chador 5117 052 rlwYda hetand & Associates Suney1719, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. ire lands urveytrlg.corn Office-407.678.3366 Fax- 407.320.8165 City of Sanford D Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-853 215 Margaret Road Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 2021 square feet SQUARE FOOTAGE OF GARAGE ONLY: 555 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2576 square feet Dollar Valuation of Work: 1 1 $2559115.69 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 78.48 1,825.81 25.00 76535 2,694.64 Plumbing Fixture Calculation 17-853 215 Margaret Road Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 ewer Connection 1 Washing Machines 1 ce MakerII 1 Water Closets 3 aundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 1 Total Plumbing Fixtures - 18 Permit #: 17- 853 Address: 215 Margaret Road Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2576 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 13 CITY OF SANFORD F-A, BUILDING,&, FIRE' PREVENTION PERMIT APPLICATION DI Appficati,on. No: 7 Documented Construction Value: Air— Historic District: YeEj No Job Address: Residential E commercial parcel. ID: Type of Work: New Addition El Alteration[] Repair [3 Demo 11 Change of Use[] Move Description Of Work: Title Plan Revieili Contact Person: - : Fax: Email. Phone: Property owner information c phone: Name C 1) Resident,ofproperty? : Street` City, State Zip, Contractor Information Q f o Phone: -7 Name Fax: Street: LA City, State Zip- State License No-: CA Architect[ Eng.ineer Information Phone-.. Name'. Street: Fax: e City, St, Zip; E- mail: Bonding Company: Tkortgage, Lend Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COJ%IMENCEMENTAIAYRESULT INYOUR PAYING' TWICE FOR IMPRON7 ENItNTS TO YOUR 'PROPERTY. A NOTICE OF COAIMENCEAIENT :MUST" BE, RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,, CONSULT WITH YOUR'LENDER OR, AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONMENCtINIENT. Applicatioil is lie'rebv inade to obtaffla permit to do the work and iwstallations as indicated. 1'certify- that no work or installatiqn has dad d thatall work ill be peift)jIllod JoL 11jeet standards t>f gill laws Teg alatng'construction in this jurisdiction. I understand that a separate permit must be secured for electrical -work, plumbing, signs, Wells, pools, furnaces, boilers, heaters, tanks,and air conditioners, etc. FBC: 105.3 Shall be inscribed with,the date of application and the code in effect, as of that,date- 51bEdition (2014), Florida, Buildikg Code Permit ApplicatiOD Remised: June 30. 2015 N0TIC:I : in addition to the regtiireiaretits of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, "anti, tliere maybe additional pehnits required froth other'g'overnmental entities such as water management districts, state, aaencies, or federal agencies, Acceptance ofpermit is -verificationthat.I will notify the owner of the property of the.requirements of Florida Law, VS,. 71,1 The City of Sanford requires payment of a plan review lee at the: time of permit submittal.. copy of the executed cuiuiaet is"required in order to calculate. a plan review charge and. will he consideredthe estimated construction value of the job at the: time of submittal_ The, actttal. construction value. will be figured based on the current ICC Valuation Table in effect at the time the permit is. issued, in accordance with local ordinance. Should calculated charges figured off the executed contract. exceed the. actual construction value. credit will be applied to your permit fees Aien the Hermit is issuer)_ OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done, in compliance with all applicable laws regulating construction and zoning, oPOwncr;' Ageut Print owner' aucnt's Name Date Signature of Notary-Staite of Fori(la Date OwneriAgent is Personally Knovvri to Me or Produced ID Type of.ID Si! a[ure of Cantiaetor%Aeeni. I .. Date - a 7 irate ARY 04WW Expires 7117 19 ContractorAgentis Personally Known to Me or Produced ID Type of ID BELON4' IS FOR OFFICE USE ONLY Permits Required: Building Electrical"[] Niechariical Plurrihtna QasEj Roof Construction Tvpe: Occupancy Use Flood Zone-: Total Sq Ft of Bldg:. IN1Iin. Occupancy Load: it of Stories New Construction: Electric - ff of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: 'Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS` ZONING: _ ENGINEERING: COJ. 1' MENTS UTILITIES: FIRE: WASTE WATER: BUILDING: Rcsiscd; June W. 2015" Peiniit , 4giiiicntion R, Carter Plumbing, Inc.. ricarterp'lumb'mg@gmail.com 386-736-4220 PO Box 302 Deland, FL,32721 CustometVBilling Address Newberry Honies 1508 Ginger Snap "frail Delca7d, 1132720 Estimate # CFC1425938 P. 0. No. 2.15 Margaret Road Terms Due Pate Due on receipt 9129/17 Qty Description: Rate Total R.J; Carter Plumbing, Inc. submits, the following Proposal for you I T, 8,900.010 9,900.00 consideration,, RJ Carter Plurnbing:Tnc. will fttmish and install all plumbing necessary.for the complete plumbing system us described in -pees 17P to 4 ' 0' sewer and hook--UP7 40' of water line, waste & vents to, be PVC, &Nvater lines to bed'VC. Payment Schedule-. 33.3% of contract is dule,upon the "Rough",, 33.3% of the conLradjs due upon the "Tub Set/Top Oat", and 33.4% is due upon the "'trim". Note:'fhis Estimate is only valid for 30 &ys. If date has exceeded 10 days please request a new Estirnateor verify that prices have not ifiq'reascd. Signature Tood $8,900.00 PA'y.-QF,NTFOR SERVICE, RENDERED UNDER THIS AGREEMENT SHALL BE DUE AND PAYABLE UPON REC1-JPTGF INVOICE FROM R.J. CikRTER PUNIBING, INC. IN THE EVENT THAT PAYMENT IS NOT RECEIVED WITHIN (10) DAYS Ol-'INVOICE "THE .ILTN-DERSI(,NF-,D HHEREBY AGRhN THAT E " 7y COSTS TI -CTION OF.,,N IIE, SHE SH.;w_. BE'RESPONISIBLE FOR ALI. AXIOUNTS RLFI.ECTE'D INTHIS 'INVOICEAS W 'LLAS X, -IE,COLIE :ANY AIVIOUNTS DUE UNDER THIS PROPS.U, INCLUDING ]tF-;kSOI\TARI.,P,,VfTOR.NFY"i FEES. INTEREST ON ANY -k'\TD ALL OVERDUE ACCO -IjN,I,s EALLOWED BY STATE LAYu 11 THE. XENTTHAT SHALLBEASSESSEDAT1.5%PER MONTHORATrnr-,HIGHEST NITERESTRXI I LA N F COI,' LLC-HO-,\-S,, A SUIT OR. AN ACTION IS IN)TIATT-0 TO ENFORCE PAYMENT BY THE .UNDFRSIGNIED OF OVERDUE ACCOUNTS FOR SERVICES, TS, INCLUDING ATTORNEY FEE' s. INTCURRED 13Y R.J. RENDERED I THE UNDERSIGNEDHERBYAGREESTOPAYANY -AND ALI, FEES A-N7D COS, INC. THISEStIMATE, SUBJECT TO ACCEP` 1°ANCE,%VIT1I1N1 (11y) D,Xys PRICIFS, SPECIFIC-NTIONS,& CONDITIONS ARE HEREBY ACCEPTED- F I E-mail I qcarterplumbing& q.ginail.corn CITY OF SANFORD BUILDING A F IRE-I'REVENTION- 4< : PERMIT APPLICATION Application g" ovDocumented,Construction value. U Job Address: ' Historic District. Yes NoPC8 - i-e Parcel El): _. __ ° R idefitikQ Commercial L1_xJ Type of Work: NewllZ Addition, Alteration Repair 0 .;Demo _Chan a of Use Move 0 Description of Work'` Plan Rev''irrew ContacUkerson Phone: Name Street:' F K, City, State Zip: i Name Street:-." City, State Zip: 4 Property Owner Information f A , Phone: Resident of property? A Contractor; Information phone CS GFax State License No.: Architect/ EngineerInformation = Name: _ _ _ __ . Phone: Street: -- _ Fax::. _ City, St" Zip:_ E-mail: d x • Bonding Company; - - Mortgage Lender:.. Address: Address: _ - f _• -- WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. X NOTICE OF COMMENCEMENT MUST ;BE "- RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT . WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work, and.installations as indicated._ I certify that no work or iristallation`bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces; boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5!h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NflTIC>; ,Itt nddition to the requtretttents.af ilus permit, there may be additional restrictions appl'icablcto this property that`mayber; °rc` fotind tgtlie`pubhe records"of thtscounty, and there may be aildtttonal permits required;from other, ovcmmental entities such aSwatet=`'yLg rmanagementdlstricts,state,agencies, or tederal agencies:° Acceptance of permit is verification, that I will'notify the owner of the property of the requirements of Florida Lien Law, FS 7b13. The City of 8Wbf'd'',requires payment of a,plan review fee atahe;time of permit subrti ttal A 60y. ofthe executed contract is required in orde'rto calcula' a plan reutew charge, and will; be cons>dereti:ahe esttmafed construction ,`value.of the jot- at the tiine.of submttt'aT,. The actual construction value will be figured based on the current W& Vaivation `!able in effect at the timefhe perintt tsyissued,,in aceordance.wtth local ordinance. Should calculated; charges figuted off therexecutedAcontract exceed the::actual. construction value, cr"cdtt wil l be applied taybu' ,permit fees ,when the perrntt is,nssued. Ot?VN>R'S A { A-VITc T certify that all of the foregoing information is accurate tatr `work will be'done in compliance with all applicablelaws regulating,°construction and ggym, Signature of Owner/Agent Date Si '" Vie.ofContractor/Agent te. r; Print Owner/Agent's Name F t Contractar1A tnt s°N1ame SignaturenofNotary-State of Florida `Date tr s _ _ SignaturerofNo ty State o Flonda- CHERYL D AKERS MY COMMISSION #.FF998962 1 EXPIRES June 05, 2020 ta07 378.015J q. FlOriilBNOWry$O5(ICC wm `. Owner/Agent is Personally.Known to Me or, Contractor/A ant tsl ersbi lfy Known to Ivle orgPProducedIDTypeofID- _ , _. Produced ID " Type of ID BELOW IS_FOR OFFICE %, ONLY, Permits Required: Building Electrical ` Mechanical Plumbing Gas Roof Construction Type:, Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amlrs" Plumbing - # of Fixtures r Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No Revised: June 30, 2015 Permit Application Newberry Homes & Development Group Inc. Phone: 386-801-2441 3838 Sunset Cove Date: 2/27/17 Port Orange, Florida 32129 Page 1 of 2 Job Name: 1646 plan We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan. Design Criteria: R-30 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-19 - Frame Wood, Adjacent F-19 - Frame Wood, Exterior Windows - Low E Double Pane - U-Value .35- SHGC .29 Water Heater - SO Gallon Electric Eff: 0.94 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be CARRIER 15 SEER Heat Pump (FX4 with 25HBC536) Pricing includes bath ducat with (4) standard bath fans, (1) dryer vent box, (1) dryer venting through roof, (1) 7" range vent, and (1) programmable thermostat (TH6320U1000DAG). For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MDBTU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MDBTU and MD6S. For any interior kitchen hood that has a fan greater than 1SOOcfm - Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any Interior hood that greater than 400cfm BEFORE rough -in. Cust Initials 14Vt %t' 1 (;0u1 t',;17w,)it I lanfi,d I I ll_'771 iJll' i111111, I, 41, Job Name: 1646 plan Page 2 of 2 Ducting to be fiberglass flex system. Supply air outlets to be Metal Adjustable Grilles. Del -Air to provide 12 supplies and 4 returns per the hvac duct layout. Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat by DEL -AIR. Concrete pad to support outside unit by others. Underground 4" chase for air conditioning lines by plumber. Platform by Builder. Warrarr Includes one year labor service by DEL -AIR. Parts &components warranty per manufacturer's limited warranty. PaMent:'SdhedUl6`,50% due on rough -in, balance due on equipment set and trim out. Net 7 days. All invoices beyond 7 days will be charged 2% interest per month. THIS PROPOSAL Is made by Del-Alr. to the party named herein only and Is void If not accepted within _30_ days of the date hereof and, Is further void, If after accepted, the party to which this proposal is made falls to pay any consideration In money or monies worth for the work proposed herein. No other party may rely on or otherwise use this proposal or any HVAC Load Analysis for purposes of providing the air conditioning and heating work set forth herein or any other air_ conditioning or heating work;wlthout the express written consent of an authorized representative of Del-Alr. In the event Del -Air shall sustaln an„y damages including attorney's fees for the unauthorized use,of this Proposal iiVAC Load Analysis or the drawing contained herein, the party named'hereln agrees to pay any and all such damages and'!i*,ney's fees to Ocl Aid{, Instlllatton carries a anc+ year Iabpr. Wdrranry agalnst,¢eiects In "workmarisi tp and materials, plus parts,& components warranty per manufacturer's 11rntetlwarrantyu+arrenty heglnsort dateal equlpnzentlstart up syE materiels are guarJnteed to be as°+cit3cd, All=4vl5rk,ta be completed In aworkarlarilllseEmanner,atcoicling-to standard:PractPceS'Oa workers are fully covered by workman's compensatlo4Insurance. r - .. AREA tk< AS LP061% w-n" (ACC 2rd MW LAVC R7R-x uw 77, R7%k Ly L f Zj, W-v FC rr ffv 0 64, 4-, 1, CL * 48') F F air ri rl 80 10x10 rag 1Ox6 lwcd 80 1Ox6 1wcd12x6 —lwcdll\ 170 7- 8 10x10 rag F ce 8. 16 rac L 35 J cd 24x18 rag T E- —_- 42Z 0 ILAW 24'e.rz II Z/, 121J. 16X16 rac DVM POW 1 4" ct, jc. ft, REE 445 IPE 210 12. 6 w 12x12 2wcd 7- GOWT OPEN 499VE .9:-, uu. 10" 1 2x6 ,w-1 4 2 J 145 7 ------------ rn 51J! S' bath duct a' 4 FF 1 1 9LL 0 1a9w to roofcap1 , 5"-4" w/fan -------- 2nd FLOOR PLAN Nutone 696RNB ffl q- 5( X! 1 1y,`4" - C-O" 7"kitchen vent 3.0 TON W/8KW 0240V 1PH to roof cap 18x13 plen platform by bldr scale : 1/8"=1'0" NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/ grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1- 3 RECORD COPY 21 _7060 3---i- AD 0 9C PYT 3N1 6 36'A FF 3" bath duct HAS 7ER to roof cap w/fan 25 Nutone 696RNB 8x4 d 1 7- 4 7 10 cla 8x 1 wcd 25 42X42 A/ C SLAB BY BLDR MIN E)'12' FROM WALL 4" dryer duct to roof cap w/dryer vent box GARAGE ac, QING SPNFOV" D Ll PA?- 5 1st FLOOR PLAN Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. Rating 5 U) Li E I-- 0 Li CD ly- < LLJ M Q0 d- Lo cN LJ (0 ry 0 Cn 0 C/) Lij Z Z j < inrn 1 0 Cy - Go 0- J U) 0 0 RECORD COPY ELECTRICAL LOAD CALCULATION OPTIONAL METHOD LIVING AREA (S.F.) = 7 X3VA. SMALL APPLIANCE LOAD j Sow VA LAUNDRY I ' O0 VA RANGE C60G30 VA DRYER SpC O VA WATER HEATER 5C VA DISHWASHER k4O VA DISPOSAL I O (Qo VA TOTAL "OTHER LOAD" (TB 220-30) VA FIRST 10K VA @ 100% 1 DO L VA REMAINDER @ 40% (1-1 qS A x40%) 3y VA TOTAL"OTHER LOAD" VA HEAT @ 65% 1Q5 00 (10 KW X 7 VA A/C :oOn C)OD VA p\LDINo SANFORD OCD a3 a Sq DUKE ENERGY:: RESIDENTIAL SERVICE INFORMATION FORM Before Duke Energy can proceed with.your project design application for new construction service is required. Please provide the following information to custo mer service by phone at 1-800-700-8744 or online application form by web prOr l'eSS-9:7 b1,15:11155 b,E1 Cr`-1'Otat'aCt01'Slllebl'-COntitrtlCl.l'011-ser\'iCc'I'T1(1Ct.Ui1'e' Service Address where work is being performed: Account Billing Name: Contact information includinu name and phone number: Mailing address for non-servicc construction charges account: Social S'ecnritr number to be provided to new construction only. Before Duke Energy can proceed with your project design the following information is required. Please notify Duke Energy immediately if any changes are made its they may cause delays and increase costs. Submitted Bv: Date: tEeL- (' (' 1 (' `' z Project 'dame: Project Description: Owner's Name: Owner's Address: General Contractor: OtiyneCs Phone.: Phone: Electrician- Phone: IMPORT,4NT! Site plot with legal description and septic location (if applies) must be received. Please remember to list any special equipment such as elevators, welders, pumps. CONNECTED LOAD (tentative) in kW or Electrical Panels provided: Units HP/ton Largest kW/Amps Gas A liance A/C 1 C T1%rll Neat Strips G Tankless Electric Water Heater Pool Electric Heater Vltater Heating Stove Top Z LLI) Oven Motot_\(1 Load Powered by Solar 7 li'multiple ac units/motors please provide list including number and tons/hp size. TOTAL CONNECTED kW: 41 i I - Home Total Sq Ft: 1 LA LA5 Perm Power Date: Size of Main: o)V Home Service Entrance: 011 _ UG Remarks: Please return this form toCathlcen.reidrirlduke-energy..com via email 4 mike Energy Corrtpaliv i 1J Qf D CLA-1 I SO f -\-i 0" a 00, 4-) t t.lc}j Z L H17- 853'- j RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 215Margaret1646N Builder Name: NEWBERRY HOMES Street: 215 Margaret Rd Permit Office: # 1 7 - 8 5 3 City, State, Zip: Sanford , FL, 32771 Permit Number. - r"PA Owner: Jurisdiction: 691000DesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2507.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1166.70 ft2 b. Frame - Wood, Exterior R=19.0 1107.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=19.0 233.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1192.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1104.00 ft2 6. Conditioned floor area above grade (ft2) 1646 b. Knee Wall (Vented) R=19.0 88.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(314.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 329.2 a. U-Factor: Dbl, U=0.35 314.00 ft2 SHGC: SHGC=0.29 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.997 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1082.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 1082.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.191 Total Proposed Modified Loads: 54.89 PASSTotalBaselineLoads: 59.64 7 1 hereby certify that the plans and specifications covered by Review of the plans and114E ST4 this calculation are in compliance with the Florida Energy specifications covered by this 1r0 Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 3-1-2017 this building will be inspected for`Y compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CADwiththeFloridaEnergyCode. WTI OWNER/AGENT: BUILDING OFFICIAL: DATE. DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an. Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 3/1 /2017 10:54 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FbRM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 215Margaret1646N User 1 NEWBERRY HOMES 691000 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1646 Total Stories: 2 Worst Case: No Rotate Angle: 180 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 215 Margaret Rd Seminole Sanford , FL, 32771 CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block1 1646 15143.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1646 15143.2 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 125 ft 0 1082 ft2 ---- 0.36 0 0.64 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Absor. Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1235 ft2 276 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1104 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 2 Knee Wall (Vented) Under Attic (Vented) Main 19 Batt Main 30 Blown 88 ft2 0.11 1104 ft2 0.11 Wood Wood 3/1/2017 10:54 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To WaII-T_ype Space R=V_alue -Ft-In Ft --_In Area R-Value-Fraction-Absor_-_Grade-% 1 W=>E Exterior Frame - Wood Main 19 20 0 9 0 180.0 ft2 0 0.23 0.6 0 2 W=>E Exterior Concrete Block - Int Insul Main 4.1 33 6 9 4 312.7 ft2 0 0 0.6 0 3 N=>S Exterior Frame - Wood Main 19 41 6 9 0 373.5 ft2 0 0.23 0.6 0 4 N=>S Exterior Concrete Block - Int Insul Main 4.1 16 6 9 4 154.0 ft2 0 0 0.6 0 5 E=>W Exterior Frame - Wood Main 19 20 0 9 0 180.0 ft2 0 0.23 0.6 0 6 E=>W Exterior Concrete Block - Int Insul Main 4.1 33 6 9 4 312.7 ft2 0 0 0.6 0 7 S=>N Exterior Frame - Wood Main 19 41 6 9 0 373.5 ft2 0 0.23 0.6 0 8 S=>N Exterior Concrete Block - Int Insul Main 4.1 41 6 9 4 38T3 ft2 0 0 0.6 0 9 SE Garage Frame - Wood Main 19 25 0 9 4 233.3 ft2 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 -=>SE Wood Main None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 de rees . Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W=>E 1 Metal Low-E Double Yes 0.35 0.29 6.0 ft2 1 ft 6 in 1 ft 3 in Drapes/blinds Exterior 5 2 W=>E 1 Metal Low-E Double Yes 0.35 0.29 30.0 ft2 1 ft 6 in 1 ft 3 in Drapes/blinds Exterior 5 3 W=>E 2 Metal Low-E Double Yes 0.35 0.29 6.0 ft2 1 ft 6 in 11 ft 4 in Drapes/blinds Exterior 5 4 N=>S 3 Metal Low-E Double Yes 0.35 0.29 36.0 ft2 1 ft 6 in 1 ft 3 in None Exterior 5 5 N=>S 3 Metal Low-E Double Yes 0.35 0.29 6.0 ft2 1 ft 6 in 1 ft 3 in Drapes/blinds Exterior 5 6 N=>S 4 Metal Low-E Double Yes 0.35 0.29 24.0 ft2 7 ft 6 in 0 ft 2 in None None 7 N=>S 4 Metal Low-E Double Yes 0.35 0.29 6.0 ft2 7 ft 6 in 0 ft 2 in None Exterior 5 8 N=>S 4 Metal Low-E Double Yes 0.35 0.29 8.0 ft2 7 ft 6 in 0 ft 2 in None Exterior 5 9 E=>W 6 Metal Low-E Double Yes 0.35 0.29 36.0 ft2 1 ft 6 in 11 ft 4 in None Exterior 5 10 S=>N 7 Metal Low-E Double Yes 0.35 0.29 18.0 ft2 1 ft 6 in 1 ft 3 in None Exterior 5 11 S=>N 7 Metal Low-E Double Yes 0.35 0.29 24.0 ft2 1 ft 6 in 1 ft 3 in Drapes/blinds Exterior 5 12 S=>N 8 Metal Low-E Double Yes 0.35 0.29 48.0 ft2 14 ft 6 in 0 ft 9 in None None 13 S=>N 8 Metal Low-E Double Yes 0.35 0.29 30.0 ft2 1 ft 6 in 0 ft 10 in None Exterior 5 14 S=>N 8 Metal Low-E Double Yes 0.35 0.29 36.0 ft2 8 ft 4 in 0 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 555 ft2 555 ft2 64 ft 9.3 ft 1 3/1/2017 10:54 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0005 2158.7 118.51 222.88 .4494 8.5533 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 34.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ftz DUCTS Supply — Location R-Value Area Return — Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 329.2 ft Attic 82.3 ftz Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb Mar HeatinJan Feb Mar Ventin Jan Feb X Mar Ceiling Fans: Jul Aug Se Oct Nov ArMayJun Jul AuSep f Oct Nov Apr May rj Jun rl WApr [ May Jun JulAug Se W Oct N Nov Dec Dec Dec 3/ 1 / 2017 10:54 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/1 /2017 10:54 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE L ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 215 Margaret Rd, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1166.70 ft2 b. Frame - Wood, Exterior R=19.0 1107.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=19.0 233.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1104.00 ft2 6. Conditioned floor area (ft2) 1646 b. Knee Wall (Vented) R=19.0 88.00 ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.35 314.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 329.2 SHGC: SHGC=0.29 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.00 SHGC: d. N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: SHGC: a. Electric Heat Pump 34.6 HSPF:8.50 Area Weighted Average Overhang Depth: 4.997 ft. Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1082.00 ft2 a. Electric EF: 0.94 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant fe r ; r Builder Signature: Date: - -71, Address of New Home: J - City/FL Zip.r,: L Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/1/2017 10:54 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: 215Margaret1646N 3 ®EL A'R Date: 02.24.17 MUTING • lax CONDITIDNIND Entire House By: SIR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM BY: For: NEWBERRY HOMES FL xn xdry"w..bBk K b'r Fx', 0, , o W'9+dz. ..fi'- ' ti WV F` Coo.t'n i3^"R ox gti qk4' rk k ,n..M655€+n hM .'vi.ai `x W U 9x?$kt.61 pmenfw.+v..4,. mT'u" fi'r' bg np ,.„„,„u. mw;e 1i Y . q a3Y. H, es i 2w r . M 0., d ,, w kae 1'• b, Y3>!' :: u. Y_ Design Conditions Outdoor design 1 Sensiblegain: Enteringcoil i Outdoor design 76.0'F Latent• . i •Btuh Entering • Indoor design i Total • . 29200 Btuh Indoor RH: 50% Estimat-• airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC536A00300+FX4DNF037L Actual airflow: 1160 cfm Sensible capacity: 28521 Btuh 114% of load Latent capacity: 4822 Btuh 115% of load Total capacity: 33344 Btuh 114% of load SHR: 86% Design Conditions Outdoor design DB: 38.0°F Heat loss: 26594 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC536A00300+FX4DNF037L Actual airflow: 1160 cfm Output capacity: 34800 Btuh 131% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.7 kW 99% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. Capacity balance: 31 °F Economic balance: -99 °F y wri htSoft• 2017-Mar-01 11: age i9Right -Suite® Universal 2017 17.0.16 RSU24001 Page A+CK ...erryHomes\215Margaret1646N\215Margaret1646N.rup Calc = MJ8 House faces: N 1®L-/' Component Constructions Job: 215Margaret1646N Date: 02.24.17 HEAnNG , ate coHnmoetHc Entire House By: SIR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: NEWBERRY HOMES FL Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 55 ft Design TD (T) 32 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.5 Dry bulb (T) 38 93 Infiltration: Daily range (T) - 20 ( M) Method Simplified Wet bulb (T) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF Btuh/W--°F ft2-°FBtuh BtuhRP Btu Btuhtr Btu Walls 12E-Osw: Frm wall, vnl ext, r-19 cav ins, 1/2" gypsum board int fnsh, n 332 0.068 19.0 2.18 721 1.39 460 2"x6" wood frm, 16" o.c. stud a 180 0.068 19.0 2.18 392 1.39 250 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board intfnsh 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 2"x4" wood frm, 16" o.c. stud s 332 0.068 19.0 2.18 721 1.39 460 w 144 0.068 19.0 2.18 313 1.39 200 all 987 0.068 19.0 2.18 2148 1.39 1369 n 116 0.201 0 6.43 746 4.10 475 e 277 0.201 0 6.43 1779 4.10 1134 s 273 0.201 0 6.43 1757 4.10 1120 w 307 0.201 0 6.43 1972 4.10 1257 all 972 0.201 0 6.43 6254 4.10 3987 n 81 0.049 19.0 1.57 127 2.60 210 215 0.068 19.0 2.18 469 0.82 176 Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1.5 ft overhang (3 It n window ht, 1.25 ft sep.); 6.67 ft head ht s all 10C-m: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 7.5 ft overhang (8 ft n window ht, 0.17 ft sep.); 6.67 ft head ht all 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 7.5 It overhang (3 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1.5 ft overhang (6 ft window ht, 11.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 114" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1.5 It overhang (4 ft window ht, 1.25 ft sep.); 6.67 ft head ht 6 0.350 0 11.2 67 12.4 74 36 0.350 0 11.2 403 12.4 446 18 0.350 0 11.2 202 12.4 223 60 0.350 0 11.2 672 12.4 743 24 0.350 0 11.2 269 8.67 208 8 0.350 0 11.2 90 12.4 99 32 0.350 0 11.2 358 9.59 307 6 0.350 0 11.2 67 12.4 74 36 0.350 0 11.2 403 34.2 1230 24 0.350 0 11.2 269 12.4 297 wri htsoft' 2017-Mar-01 11: age 19Right -Suite® Universal 2017 17.0.16 RSU24001 Page 1 ACCk ...erryHomes\215Margaretl646N\215Margaret1646N.rup Calc = MJ8 House faces: N IOC-m: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 48 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 14.5 ft overhang (8 ft window ht, 0.75 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 30 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1.5 ft overhang (5 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, s 36 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 8.33 ft overhang (6 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 6 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1.5 ft overhang (2 ft window ht, 1.25 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 30 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1.5 ft overhang (5 ft window ht, 1.25 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 6 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1.5 ft overhang (3 ft window ht, 11.33 ft sep.); 6.67 ft head ht Doors 0 11.2 538 8.67 416 0 11.2 336 12.4 371 0 11.2 403 12.4 446 0 11.2 67 34.2 205 0 11.2 336 34.2 1025 0 11.2 67 34.2 205 11DO: Door, wd sc type n 18 0.390 0 12.5 222 11.5 205 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1104 0.032 30.0 1.02 1130 1.70 1872 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 125 0.989 0 31.6 3956 0 0 1 wri htsoft^ 2017-Mar-01 11: age 29Right -Suite® Universal 2017 17.0.16 RSU24001 Page iCiC;K ...erryHomes\215Margare11646N\215Margaret1646N.rup Calc = MJ8 House faces: N Project Summary Job: 215Margaret1646N 7 Date: 02.24.17 HUMM; * prn CONDMOMG Entire House By: SIR DEL -AIR HEATING $ AIR CONDITIONING 531 CODISCO WAY, SANFORD, u ri,'gym o ,5 € ,. Pro ect46f6effiatlon._ P a r.:. _6 For: NEWBERRY HOMES FL Notes: w xDesi nlnformatlo.n ...fiA.a:,,IS F Weather: Sanford, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Structure 21775 Btuh Ducts 4819 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26594 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft') 1645 1645 Volume (ft3) 17768 17768 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 113 59 Heating Equipment Summary Make Carrier Trade CARRIER Model 25H BC536AO0300 AHRI ref 9155179 Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 17638 Btuh Ducts 7374 Stuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 25012 Btuh Latent Cooling Equipment Load Sizing Structure 2549 Btuh Ducts 1640 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4189 Btuh Equipment total load 29200 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 25HBC536AO0300 Coil FX4DNF037L AHRI ref 9155179 Efficiency 8.5 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling 26100 Btuh Heating output 34600 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 27 °F Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 31 °F Backup: Input = 8 kW, Output = 26429 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsoft° Right-SuiteO Universal 2017 17.0.16 RSU24001 2017-Mar-01 11:00:38 page 1 ACCk...erryHomes\215Margaret1646N\215Margaret1646N.rup Calc = MJ8 House faces: N DEL -AIR Right-J@ Worksheet W Mr, - 0M comnamm Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: 215Margaret1646N Date: 02.24.17 By: SIR I Room name Entire House wic 2 Exposed wall 248.0 ft 10.5 ft 3 Room height 9.2 ft 9.3 ft heat/cool 4 Room dimensions 7.5 x 10.5 ft 5 Room area 1933.8 ft2 78.8 ft' Ty Construction U-value Or HTM Area M Load Area (ft') Load number l3tuh/WL*F) Bt w) or perimeter ft) Bt h) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 01(j68 74 332 721 466 0 0 2A-2orn 0.350 n-- 11.20, 12.38 61 67 74' 0 0 0 0 7A-2om 0-350, n. 11.20 12.M 36 0 403,-- 446 0 0 0 0 13A-2ocs 2010.201 n 6.43 4.10 154 116 746 475 0 0 0 0 11 10C_m 0.350 n 11.20 8.67 24 0 269 208 0 0 0 0 2A-2om 0.350 n 11.20 12.38 6 0 67 74 0 0 0 0 2A-2om 0.350 n 11.20 12.38 8 0 90 99 0 0 0 0 W' 11,613-119ad 0.049 h 1.57 2.60 91 61 127 210 0 0 0 W 12E-0sw 0.068 e 2.18 1.39 180 180 392 250 0 0 0 0 13A-2ocs 0.261 e 410 313 2T7 1779 1134 0 0 G O.J66 e:: n2' 34.17 36 0 1230. 0' 0' 0 12E-0sw 0.068 s 2.18 1.39 374 332 721 460 0 0 0 0 2A-2om 0.350 s 11.20 12.38 18 18 202 223 0 0 0 0 2A-2om 11-20 12.38 24 24 269 297 0 0 0 Vh 13A2ocs:', 0- 350.,_s 0. 201 s' 6.43 4.'10 w! 273 1757 1120 0 0 0 0 0C- m 0.350 s 11.210 8.67 48 48 538 416 0, 0 0 0 2A- 2orn' 0. s 11.20 12,38- 30 301 336 71 0 0 0 A 2 -2om 0.360, s 11 20 12'.38, 36 36 4 03446 0 O 0 0 12E- Osw 0.068 w 2.18 1.39 180 144 313 200 0 0 0 0 2A- 2om 0.350 w 11'20 34'17 6 0 67 205 0 0 0 0 2A- 2om 0.350 w 11.20 3417 30 0 336 1025 0 0 0 0 161 i 3A-26cs 0.261 w 6.-43 4.10 1257 98 402 2A- 2om_ 0.350,,.w 111.20 0 67 206 0 0 0 1 2E-0sw 1_0 0. 068 2.18 0.82 233 215 469 176 70 70 152 57 11D0 0.39.0n 12.48 11-50 18 222 205 0 0 0 0 C 1 1313730ad 0.032 1.02 1.70 18 1104 1104 111130 1872 o b o o F 22A-tp] 0.989 31.65 0.00 1104 125 3956 0 79_ 11 332, 0 q 6 c) A ED excursion 01 19 Envelope loss/gain 17822 13138 1115 440 12 a) Infiltration 3953 1170 165 49 b) Room ventilation 1 0 0 0. 0 13 Internal gains: Occupants @ 230 4 920 0 Appliances/ other 2410 0 Subtotal ( lines 6 to 13) 21775 17638 1279 488 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21775 17638 12791 488 15 Duct loads 22% 42% 4819 7374 10% 10% 128 49 Total room load 26594 1 25 012 1407 537 Air required (cfm) 1160 11601 611 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 2017-Mar-01 11:00:38 f- vvrightsoft* Right -Suite® Universal 2017 17.0.16 RSU24001 Page I C4 ' ...erryHomes\215Margaretlr>46N\215Margaretl646N.rup Calc=MJ8 House faces: N Q®EL-AIR Right-M Worksheet G - = CONDMOMS Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: 215Margaret1646N Date: 02.24.17 By: SIR i Room name Laud Pwd 2 Exposed wall 0 ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 6-5 x 6.5 ft 6.5 x 7.0 ft 5 Room area 42.3 ft2 45.5 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number BtuhVW'F) 13t ft2) or perimeter ft) Bt h) or perimeter ft) 13tuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 0.0M r, 2.118 1.399 0 0 0 0 b 2A-2om 0-350 n 11.20 12.38 O 0 0 0 0 0 0 0 tom , 0.350 n,. 11.20 IZW 6 0 0 0 0 0, 0 0 13A-2oc s 0.261 n 6.43 4.10 0 0 6 b 0 6 0 0 1 10c_m 0.350 n 11.20 8.67 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 11.20 12.38 0 0 0 0 0 0 0 0 2A-2om 0.350 n 11.20 12.38 0 0 0 0 0 0 0 0 V 1613- 1 gad 0.'049 rt 11. 57 Zffl 0. 0, 0 0 0_ 0 0. W 0.068 e 2.18 1.39 0 0 0 0 0 0 0 0 VL13A-2ocs 112E-Osw 2A-2om, 0.201 e 643 4.10 1-0 0 6 0 0 0 0 0 G 0.350 e., 11.20 34.17 0 01 0 0"_' 0 O.- 0. 0 12E-Osw 0.068 s 2.18 1.39 0 0 0 a 0 0 0 0 2A-2om 0350 s 11.20 12.38 0 0 0 0 0 0 0 0 2A-2orn 0.350 s 11-20 1238 0 0 0 0 0 0 0 w S13A-2oci'' 0.2101 s 6.413, 4A0 0 0 0 0 0 0 0 0 0 G I OC-m 0 350 s 11.20 8.67 0 0 0 0 0" 0 0 0 2A-20M 111.20 12-38 0 0 0 0 0 0 0 02A-2om: 0.350 11.20 12.38 0 0 b 0 0 0 VL212E-0sw 0.068 w 2.18 1.39 0 0 0 0 0 0 0 0 2A-2om 0.350 w 11.20 34.17 0 0 0 0 0 0 0 0 2A-2orn 0.350 w 11.20 34.17 0 0 0 0 0 0 0 0 13A-o, 2-ps - 4.10 0 6 0 0 0 2A-2om 0.350 W 11.20 34.17 0 0 0' 0 0 0 0 0 T--D 12E-0sw 0.068 2.18 0.62 61 43 93 222 35 205 0 0 0 0 0 0 0 0 C, 11DO 1613-3068_ 0.390 0, 02 n 12.48 A02 11.50 A.70 18 6 18 0 0 6 0 22A _tpl 0.989 31.65 0.00 42 0 0 0 46 0 0 0 6 c) AED excursion 32 0 Envelope loss/gain 315 208 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 01 0 0 Appliances/other 600 10 Subtotal (lines 6 to 13) 315 W81 0 10 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 315 808 0 10 15 Duct loads 10% 10% 32 81 10% 10% 0 1 Total room load 347 889 0 11 Air required (cfm) 151 41 0 0 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. 38 A__ -4 vvrilghtsoft" 2017-Mar-01 11:00 Right -Suite® Universal 2017 17.0.16 RSU24001 Page 2AM ....rryHomes\215Margaretl646N\215Margaretl646N.rup Calc=MJ8 House faces: N PDEL--AIR Right-M Worksheet HUTWO-=CONO17tOMr Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: 215Margaret1646N Date: 02.24.17 By: SIR 1 Room name Mstr Bth Mstr Bdnn 2 Exposed wall 9.0 ft 35.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 85.5 ft 1.0 x 199.5 ft ft5Roomarea85.5 ft' 199.5 ft' Ty Construction number U-value Btuh/ft' °F) Or HTM Btuh/W) Area (ft) or perimeter ft) Load Btuh) Area (fN) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 V J F -G j2E 0sw= _ 2A tom 0 068 0 350 n_ n 2 18 11.20 1.39; 12.38 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 L--C 2A 2om.., 0350 n.,, 1L20 12.38 0 0 0 0 -t.. 0 .. 0 _ 0, 13A-2ocs 0.201 n 6.43 4.10 0 0 0 0 0 0 0 0 11 10C-m 0.350 n 11.20 8.67 0 0 0 0 0 0 0 0 W 2A-2om 2A-2om 166-19ad 0.350 0.350 0. n n n :: 11.20 11.20 1.57 12.38 12.38 260 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 0 35 0 0 35 .. 0 0 55 0 0 91 W Vj/ 12E-0sw , 13A-2ocs 0.068 A.201 a a 2.18 6.43 1.39 4.10 0 0 0 0 65 65 420 268 L-G 2A-2om ;. W 12E-0sw 2A-2om 0.350 0.068 0.350 e.:: s s 11.20 2.18 11.20 34.:17 1.39 12.38 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 .. 0 0 0 0 0 2A-2om 2ocs 0.350 0 201 s s 11 20 6.43 12.38 4 10 0 0 0 0 0 0 0 . 0 ` 0 135 0_ 106 0 677 0 43213A G 10C m 2A 2om: 2A 2om ' : 0 350 0 350 0350 s s'.; s : 11.20 11.20 11.20 8.67 1238 12.38:' 0 0 0 0 0 0 0 0 0 0 0 :. 0 0 30 0 0 30 0, 0 336:371 0: 0 0G, G LLL--CGG' L-G 12E-0sw 2A-2om 2A-2om 13A 2ocs 2om. ; . 0.068 0.350 0.350 0 261 0-350 w w w w w : 2.18 11.20 11.20 6.43` 11.20 1.39 34.17 34.17 4.10 34.17 0 0 0 84 6 0 0 0 78 0 0 0 0 S02 67 0 0 0 320 .'c 205 '. 0 0 0 131 0 0 0 0 131 0 0 0 0 840 0 0 0 0 536 0 Fj L-D 2A 12E-0sw 11D0 0.068 0.390 0.032 n 2.18 12.48 1.02 . 0.82 11.50 r 1:70 0 0 0 0 01. 0 0 0 0 0 0 0 0 0 193 0 0 193 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 - 86 9 285 0 200 36 ... 1124 0 6 c) AED excursion 73 114 Envelope loss/gain 854 598 3649 1910 12 a) Infiltration b) Room ventilation 141 0 42 0 615 0 182 0 13 Intemal gains: Occupants @ 230 0 0 1 230, Appliances/other 0 600' Subtotal (lines 6 to 13) 995 640 4264 2922' Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 995 640 4264 2922 15 Duct loads 10% 10% 99 64 24% 46% 1013 1337 Total room load I 1094t 704 5277 4258 Air required (cfm) 48 33 2301197 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C a 4-10- wrightsoft" 2017-Mar-01 11:age 3Right -Suite® Universal 2017 17.0.16 RSU24001 Page erryHomes\215Margaret1646N1215Margaret1646N.rup Calc = MJ8 House faces: N QDEL-AIR Right-M Worksheet 0 - AM COMMOMr. Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: 215Margaret1646N Date: 02.24.17 By: SIR I Room name Kit/DinRm GreatRm 2 Exposed wall 20.0 ft 50.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 352.3 ft 15.0 x 20.0 ft 5 Room area 352.3 ft' 300.0 ft' Ty Construction U-value Or HTIVI Area (ft') Load Area (ft') Load number Btuh/ftl'F) BtUlVft2) or perimeter ft) 13tuh) or perimeter ft) 13tuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 w 0'068 0 0 0 0 0 2A-2om O 350 n, 11.20 12.38 0 0 0 0 0 0 0 0 0-350 n: 11.20 12.38 0 0 0 0 0 0 b 0 Vh 1 3A-2oGs 0.201 n 6.43 4_10 14 14 96 57 140 102 656 418 1 1OC-m 0.350 n 11.20 8.67 0 0 0 0 24 0 269 208 2A- 2orn 0.350 n 11.20 12.38 0 0 0 0 6 0 67 74 2A- 2oM 0.350 n- 11.20 12.38 0 0, 0., 0 8 0 W 1613719ad,_1 0.0,49 r:, 1.57 2.W 0 A r'O_ 0 0,,: 46 iW, 72. , 119 W 12E-Osw 0.068 e 2.18 1.39 0 0 0 0 0 0 0 0 Y__ 6 13A- 2ocs oJoi e' 6.43 4!b 611' 611 O 149 187' 969 618 2A- 2om.., 0.350 e 11.20 34.17 0 0 0 0 36,,- 0 403, 1230 12E- Osw 0.068 s 2.18 1.39 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 11.20 12.38 0 0 0 0 0 0 0 0 2A- tom 0.350 s 11.20 1238 0 0 0 0 0 0 0 W 11M-2OGi" 0.-201 s- 6,43 4A0 112 76 489 311 691 377 10C_ m s 11120 8.67, 0 0 0 0 481-1 48 1 538 1,416 2A 2orn' s lt20 12.38 ls 0 0 0 0 0 0 0 0 0 Q" S-1 11.20 12.38 36 3 0_403 446 0 0 12E- 0sw 0.068 w 2.18 1.39 0 0 0 0 0 0 0 0 2A- tom 0.350 w 11.20 34.17 0 0 0 0 0 0 0 0 2A- 2om 0.350 w 11.20 34.17 0 0 0 0 0 0 0 0 t- G w k'10 ' 6 1 . 0 2A- 2om_ 0.350 w 11.20 34.117 r - 0 0 0 0 0 0 q-D 12E- 0sw 0.068 2.18 0.82 103 103 0 223 0 84 0 0 0 0 0 0 0 0 11D0 0. 390 I 0. 032- n. 12. 48 1'02 11.50 1.70I 0 81. 0 0 22A-tpI 0.989 31.65 0:00. 352 20 633 0 300 50 1582 0 61 c) AED excursion 106 161 Envelope loss/ gain 2311 1179 5237 3399 12 a) Infiltration 313 93 861 255 b) Room ventilation 0 0, 01 0 13 1 rytemal gains: Occupants @ 230 1 230 2 460 Appliances/other 1200 0 Subtotal (lines 6 to 13) 2625 2702 6097 4113 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2625 2702 6097 4113 15 Duct loads 24% 46% 624 1236 24% 46% 1449 1882 Total room load 1 1 3248 3938 7546 5995 Air required ( Gfm) 142 183 3291 278 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 410- wrilghtsaft' 2017-Mar- 01 11:00:38 Right -Suite® Universal 2017 17.0.16 RSU24001 Page 4 erTyHomes\215Margaretl646N\ 215Margaretl646N.rup Calc=MJB House faces: N ELAIR Right-J® Worksheet mmi;- w cumnaim Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: 215Margaret 1646N Date: 02.24.17 By: SIR 1 Room name Bth Bdrm 3 2 Exposed wall 16.0 ft 27.0 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 10.0 x 6.0 ft 13.0 x 14.0 ft 5 Room area 60.0 ft2 182.0 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ft') Load number Btul`VW°F) Btuh/ft') or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw b.068 ' n, . - 2 18 1.39 90 ZA 2om 0.350 n 11.20 12.38 6 0 67 74 0 0 0' 0 1L20 . 0 0 0 0 __ 0,:.. 0 0 02A-2om. ...... 13A-2ocs 0.350 0.201 n,.. n 1238 4. 67 0 0 0 0 0 0 0 0 11 10C-m 0.350 n 11.201.20 8.67 0 0 0 0 0 0 0 0 2A-2om 0.350 n 11.20 12.38 0 0 0 0 0 0 0 0 2A-2om 0.350 n 11.20 12.38 0 0 0 0 0 0 0 0 W 1613-19ad -' 0.049 n 1.57 2.60 0` 0 0:": 6 0 0 0 0 W 12E-0sw 0.068 a 2.18 1.39 0 0 0 0 0 0 0 0 13A-2ocs 0; 201 a 6-43 4:10 0 0. 0 0 0 0 0 0 2A-tom 0.350 ` e 11.20 34.17 . _ 0- 0 0 0 0 0 0 of 12E-Osw 0.068 s 2.18 1.39 0 0 0 0 117 117 255 162 2A-2om 0.350 s 11.20 12.38 0 0 0 0 0 0 0 0 2A-2om 0:350 s 11.20 12.38 0 0 0 0 0 0 0 0 VVYY' 13A 2ocs' 0 201 s 6.43 ' 4.10 0 0 0 0" 6 0 0 0 10C-m 0.350 s 11.20 8.67 0 0 0 0 0 0 0 0 2A 2am _ 0.350 s` 11:20 12.38 0 0 0 0 0 0 0 0 2A 2om 0.350 s 11.20 12.38 0 0 Y 0:,,' 0 0 0 0 12E-0sw 0.068 w 2.18 1.39 54 48 104 67 126 96 209 133 C 2A-2om 0.350 w 11.20 34.17 6 0 67 205 0 0 0 0 L- 2A-2om 0.350 w 11.20 34.17 0 0 0 0 30 0 336 1025 yl 13A 2ocs ` 0.201 " w 6.43 4.10 0 6 6 0 " 0 6 0 0 L--G, 2A 2om , ;' 0.350 w„ z 11.210 34.17 ... 0 0 0 0 >. 0 0 0 0 q 12E-0sw 0.068 2.18 0.82 0 0 0 0 0 0 0 0 L -D 11 D0 0.390 n 12.48 11.50 0 0 0 0 0 0_ 0 0 C.". 16B-30ad ., 0.032 1.02 . 1.70 60 60 61 102 182 182 186 309 F 22A-tpl 0.989 31.65. 0.00 0 0 0 0 0 0 .. 0 0, 6 c) AED excursion 60 419 Envelope loss/gain 483 624 986 2048 12 a) Infiltration 242 72 408 121 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 725 696 1394 2169 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 725 696 1394 2169 15 Duct loads 24% 46% 172 318 24% 46% 331 992 Total room load 897 1014 1725 3161 Air required (cfm) 39 47 75 147 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright50ft' 2017-Mar-01 11:e 5Right-SuiteO Universal 2017 17.0.16 RSU24001 Page erryHomes\215Margaret1646N\215Margaretl646N.rup Calc = MJ8 House faces: N EL --AIR Right-M Worksheet MCOM°"OMMr. Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: 215Marg aret1646N Date: 02.24.17 By: SIR 1 Room name Bdrm 2 open to below 2 Exposed wall 15.5 ft 64.5 ft 3 Roan height 9.0 ft heat/cool 9.0 ft heat/cool 4 Roan dimensions 15.5 x 14.0 ft 1.0 x 371.0 ft 5 Room area 217.0 ft' 371.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft' °F) Btuh/ft') or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 12E Osw ..`, 0.068 n 2.18' 1.39 0 0 6 '" 0 " 284 248 636 343 G 2A-20m 0.350 n 11 20 12.38 0 0 0 0 0 0 0 0 2A-2om . P., 0 350 n ; . 11.20 12.,38 0 0 0 A , 36 0 446 VVVVVV 13A-2ocs 0.201 n 6.43 4.10 0 0 0 0 0 0 0 0 11 10C-m 0.350 n 11.20 8.67 0 0 0 0 0 0 0 0 2A-20m 0.350 n 11.20 12.38 0 0 0 0 0 0 0 0 2A-2om 0.350 n 11.20 12.38 0 0 0 0 0 0 0 0 W 16B-19ad' _. .. 0.049 n ... 1.57 2:60 0 0 0 m 0 W 12E-Osw 0.068 e 2.18 1.39 0 0 0 0 180 180 392 250 13A-2ocs 0.201 e : " 6.43`490 0 0 0 '. 0 . 0 0, 0 0 0:350 e. 11:20 . 34.1:Z 0 0 0 0 _ 0 0 o d 12E-Osw 0.068 s 2.18 1.39 140 116 251 160 117 99 215 137 2A-2om 0.350 s 11.20 12.38 0 0 0 0 18 18 202 223 2A-2om 0.350 s 11.20 12.38 24 24 269 297 0 0 0 0 13A 2ocs '' 0.201 s 6.43 4 10 0 0 0 0 0" 0 0 0 10C-m 0.350 s 11.20 8 67 0 0 0 0 0 0 0 0 2A 2om 0.350 s ., 11:20 02M 0 r 0 0 a 0 0 0 0 0 2A 2om. 0:350 s 11.20' 12.38 0 0. 0 0 0 0 0 A 12E-Osw 0.068 w 2.18 1.39 0 0 0 0 0 0 0 0 2A-2om 0.350 w 11.20 34.17 0 0 0 0 0 0 0 0 2A-2om 0.350 w 11.20 34.17 0 0 0 0 0 0 0 0 yl 13A 266s 0.201 w 6.43 4.10 0 0 0 0 0 b 0 0 G 2A.2om ., , c . 0.350 w., 11.20 34.17 0 0 0 . 0 :.... 0 0 . 0" 0 12E-Osw 0.068 2.18 0.82 0 0 0 0 0 0 0 0 11DO 0.390 n 12.48 11.50 01 0 0 0 0 0 0 0 C „ " .: 16B-30ad . 0:032 1.02 . 1.70 217 217 e 2222 368 371 371 380 , 629 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 34 87 Envelope loss/gain 742 792 2130 1941 12 a) Infiltration 234 69 975 289 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 977 861 3105 2230 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 977 861 3105 2230 15 Duct loads 24% 46% 232 394 24% 46% 738 1020 Total room load 1209 1255 3843 3250 Air required (cfm) 53 58 168 151 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 410- wrightsoft" 2017-Mar-01 11:00:38 Right -Suite® Universal 2017 17.0.16 RSU24001 Page 6 erryHomes\215Margaret1646N\215Margaret1646N.rup Calc = MJ8 House faces: N DEL Date: 02.24.17 ret1646N DEL -AIR Duct System Summary Job: 21 24.17 HEATING 4 AIR CONDMONIAG Entire House By: SIR DEL -AIR HEATING & AIR CONDITIONING 531 .. ect Information M t,. 1R , na ..u.:i" ..,. =.r c For: NEWBERRY HOMES FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.149 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.149 in/100ft 1160 cfm 161 ft Name Design Btuh) Htg cfm) Cig cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 1255 53 58 0.311 6.0 Ox 0 VIFx 7.3 70.0 Bdrm 3 c 3161 75 147 0.283 6.0 Ox 0 VIFx 14.8 70.0 Bth c 1014 39 47 0.284 4.0 Ox 0 VIFx 14.5 70.0 GreatRm h 3773 165 139 0.194 8.0 Ox 0 VIFx 13.7 110.0 st1 GreatRm-A h 3773 165 139 0.193 8.0 Ox 0 VIFx 14.3 110.0 SO Kit/DinRm c 3938 142 183 0.191 8.0 Ox 0 VIFx 15.4 110.0 st1 Laud c 889 15 41 0.163 4.0 Ox 0 VIFx 22.5 125.0 st2 Mstr Bdrm h 5277 230 197 0.149 9.0 Ox 0 VIFx 36.4 125.0 st2 Mstr Bth h 1094 48 33 0.155 4.0 Ox 0 VIFx 29.9 125.0 st2 Pwd c 11 0 0 0.163 4.0 Ox 0 VIFx 22.6 125.0 st2 open to below h 3843 168 151 0.285 7.0 0x 0 VIFx 14.3 70.0 wic h 1407 61 25 0.158 4.0 Ox 0 VIFx 27.0 125.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 354 297 0.149 650 10.0 0 x 0 VinlFlx SO SO Peak AVF 825 757 0.149 591 16.0 0 x 0 VinlFlx wri htsoft° 2017-Mar-01 11: age 19Right -Suite® Universal 2017 17.0.16 RSU24001 Page erryHomes\215Margaret1646N\215Margaret1646N.rup Calc = MJ8 House faces: N F,ReturnBranchDetailTable Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat[ Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.16 RSU24001 erryHomes\215Margaret1646N\215Margaret1646N.rup Calc = MJ8 House faces: N 2017-Mar-01 11:00:39 Page 2 RECORD COPY Sp'lAfaogD P"PAR I I - 853 .- RECORD COPY I 00- lip a`\\- IDING P"PARA Site Benchmark Information- 1 NE Corner of Lot 4, Block 7 Fnd. '/2" Rebar t Nail & Disk "LB 7623" in edge of pavement. pa-o Nayl ,Ql (No Identification) Elevation: 47.92' aQ'\G\ gr 2 Ma g Qua adl ^ / 100ed c X , J 0 SP A Nail & Disk LB 7623 In edge of pavement. Elevation: 49.26' c -50' to\e 5 Go c 48.40 48•nd. '/2' Rebar Cap "LB 6724" N6N 5/a as x N o ae so , A'&T BOX 48 / cy, X 49.4' 31P111 on concr Sekaa 50.80 (r Lot 3 side BlockBlock 7 R>, X / 0 1.3' 1) 2' 51.1 Q Tic a .. 0 ...... 3p. Proposes 6' ......:.LO 2 as.7o Co c3r te :::::::•:•:•:•:•:•:• 49. Idewalk ", ......:.'......... X 49. c9 .................. , . 1 Guy Wire 49 Fnd. Nail 1.1s :::6?..: ?' g as.00 . x is 9.1' off 9 (No Identific :.:....:.:.:. : 51. 49.7' 50.80 % Q0.50 50.80 :.'.E L'.'.' .': b oa Light Pole I:16.5.::::::;: Proposed :::::::::::::::::::::.:::::::6: 0. '? 10.0'W & 16NVS 50.00 2 x 49.9' .: ......... TWO S f ' o O t- N 1 .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. Residence12.2 A/ T 1'.::::::::::...................::.::::.............. 0 49.40' /Y -, ............................. \:.:.;.:......... 50.80 ( P 49.50 • X O 50.1' 1 `a 55 ......... 50.5 . . oncrete i- o r- 1 ::::::::::::::::::::......50.80 O A/C Padn150.8 51.16 \ 1. 1 O 0 I 51.16 \\ X 50.2- 10 1d Cl7 50.00 x 5 • 51.00 x 50.4' % 5o.zo 50,4, 1.0' ' Oc n 5o.so , 5' Fnd. '/2" Rebar c . 50.7o Propo$ed 50.80 i s 1 Q a x 50.2' Concr e e Setback, ; - 50.00 00 (No Identification) 0 Drivew y , 1.8' 49.51' 1 O M2 &T 50.70 • i v 49.90 5 Q 7 Mi 127 `'t , P GRADI G PLAN o. 2.2' 1 12 63l LEGEND 12.7' 49.70 „ . ^ 1 x50.3 EXISTING ELEVATIONS 1.4' S8`Lg W • 50.35 PROPOSED ELEVATIONSIoU O Fnd. '/2' Rebar j n Not?,,a , Lot 10 DRAINAGE FLOW DIRECTION 49.51' & Cap "LB 6724" 1.7AT&T Box 1 Block 7 ^I I on concrete \ I V Lot 9 1 Block 7 Y 1 I ENGINEERING PL . INS n IDATE 3 -1^/-7 Benchmark Information- BY M w E o FDOT Network C1 s e Florida Department of Transportation Vertical Datum R = 266.81'(P) S North Trip, Base Identification: Sanford. A = 18011'52"(M) Elevations are based upon NAVD 88 Datum) C = 84.39'(M) Graphic Scale Note: L = 84.74'(M) 01 15' 30' 60' All Bearings Shown Hereon CB = N10°11'34"W(M) Scale: 1"=20' are " ASSUMED" Revised: 4/3/2017, Added Plot Plan Revised: 4/2/2017, GLG, Added Topographic Information m Fri O E m D D m r x rX r H m O O cnzr moo x000 _;a -n mMwX oxwo rr GSM- m mm o0 xmNOnm- O:Cm mm mmDx- Znmco m„ mzm-i -M--. m -( m Znwzmzz max• G)z: 00 M 0 c0 N 07 m N-MN oocn : •',O=-G00 '00 - x :o n :D : NZ V no, o = r D D O Cn 0 O z Wuu X 7 m n m OU1W x W cn N m W WmmWW mm DZT1CO G X <m(- 7n moot 55zcn mTIO r om m < ImooZ- N < mZm8moZ1 m oomZornz Zco O O O O O Z mmcor- 55' 8" onacnD Dc0 o D wnmcn mcnm,--,m m D-nr mzD moxr MOom ZCO0 Zx arU7Dr mrn D< C mzmm oar-mm 0-- mr-Wr- xm7 mmmm nz Kra w Z -mm own m zmx mZm ZDODm Z 07 m z r WM nmm Znc- MM:C0 X mr C MOMM m D amcn 0-4az m< Mm mD om ZZ moo m - ODD M -Dn X-< r z 0-<U7 co ZWao Omr i- Mzm-{ MO o OX xm CZ Zx ZxM<- OC m M -03) x W U)w mm m Om--4 O x nDrx mm O c- oz mmmz n W c-+SIDm aZ: c c D m -no M-4cz 0" nmz G-)" XMZ UlS H xmnom a M Mz 7 mo moo m z O D C- O ZZr m \ mmW m mD"DO Om M Z -I m ZDO D m iz0m zo z on g D M Z O M M D n o m M O Z X- M M H r- m --4 Omo m nom- naz Z z OM o I ZXX ZMZ mm DU) D 0 mD0 DZ MOM ZM 0 0 -+Oz Mr c X--M ZOO m<D 0-+x XZZmD D an n m MmD Ga rM D Zr n mD mo 0- DC-x mr M r m xDZr mD z x ZMmm D n-m a mrU)m 0n M- M OMMM n M m m om• D n z h -1 x - - z D O u m 1 0 - M 1 O 1 cozo m o mo o z M W O a D Z D 0 mm mM c m DZ zo M a 0 M m O z C U1co DD n co omm Ozo 3 mcncoma: o< zc CJ1BCJ3B CJSB m v W EJ7 m D CJSA CAR CJ1 tiV 9 C- n 0W TW X-( C.. 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Printed I /' copies without an original signature must be verified using the original electronic /1 version. / Alpine, an ITW Company N*"`""'"'""" t+ / 2400 Lake Orange Drive Suite 150 Orlando FL 32837 Y Florida Engineering Certificate of Authorization Number: 0 27 ,. Gr •`..1 Florida Certificate of Product Approval P FL1999 ` C- '`• Page I of 1 Document ID: I VYB6666ZO213095152 No. 70861 Truss Wood, Inc. f 043-/NEWBERRY HOMES & DEVELOPM /SANFORD MODEL -- A FF4.9= -ATE CIF 39fad 4y Florida Building Code 5th Edition (2014) fi' •;r( OR1 ,0_ TPI-2007(STD) Alpine Software,Version 16. 01. ,y ry4N a 'L- The identity of the structural FOR did not exist as of'ttR" the seal date per section 61G15-31.003(5a) of the FAC Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 140 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust rm tch the date shown on the individual truss conponent drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR6666 Details: STRBRIBR-DEFLCAMB-S14015C1- GBLLETIN-BRWEBLOK-VAL16010-14030EC1- Ref Description Drawing# Date 1 36666-41 170440011 02/13/17 2 36667-42 17044002 02/13/17 3 36668-43 17044003 02/13/17 4 36669-44 17044004 02/13/17 5 36670--FG1-2PLY 17044039 02/13/17 6 36671--FGE1 17044038 02/13/17 7 36672--C1 17044005 02/13/17 8 36673--C1B 17044006 02/13/17 9 36674--C2 17044007 02/13/17 10 36675--CJ1 17044008 02/13/17 11 36676--CJ1B 17044009 02/13/17 12 36677--CJ3 17044010 02/13/17 13 36678--CJ3A 17044011 02/13/17 14 36679--CJ3B 17044012 02/13/17 15 36680--CJ5 17044013 02/13/17 16 36681--CJ5A 17044014 02/13/17 17 36682--CJ5B 17044015 02/13/17 18 36683--EJ5B 17044016 02/13/17 19 36684--EJ7 17044017 02/13/17 20 36685--EJ7A 17044018 02/13/17 21 36686--EJ7B 17044019 02/13/17 22 36687--GE1 17044020 02/13/17 23 36688-411A 17044021 02/13/17 24 36689-413A 17044022 02/13/17 25 36690-47A 17044023 02/13/17 26 36691-4713 17044024 02/13/17 27 36692-49A 17044025 02/13/17 28 36693-4913 17044026 02/13/17 1 29 36694--HJ5B 17044027 02/13/17 30 36695--HJ7 17044028 02/13/17 31 36696-4J7A 17044029 02/13/17 32 36697-4J713 17044030 02/13/17 33 36698--MH5 17044031 02/13/17 02/13/2017 William H. Krick Truss Design Engineer- 2400 Lake Orange Dr, Suite I50 Orlando FL, 32837 Ref Description Drawing# Date 34 36699-41 170440322 02/13/17 35 36700-416 17044033 02/13/17 36 36701-42 17044034 02/13/17 37 36702-43 17044035 02/13/17 38 36703--VGE1 17044036 02/13/17 39 36704--VGE2 17044037 02/13/17 ING S ANF pFtD FPAR^ q a 5 3 > 1 m z r- c m 0 0 0 N rt acr rt _0 c AO D D G n n NQO O CCN D mA W r 0 naa rt z CC) c cA A A m ouro Di 0 X X X NNNZ, wW mZ y D 0) z W W Ln DVI (n V) 0- 0-0n m M F O rt DCn im XTi^ rt m K vD III III J W W N N n m D w c D X D 0 n 0) m rt m D m8U1zD 0 0 m r Y^ n a n n N O F N- n 0 N NRy IIA N (D III W N n n j o.. p III co cam— io - _m' N O O O p,s NI o _ c 1 m (D 0•+ 1 oaa"nno 0 W X c N v0 i rt o 0- •N X nrnR`p-raunn,,,trn w n a F - III a rt 0 n s 0 - O G? i i W X O D N 3 O X am a III Ul n a co d d C w rt R- :"' O2c' a W rt o a n _ 3 (0 W ITCnm x trRttF!lltff i•fiiHytt`" w o a 0 o IV i 3 m CD 7n o - 1 m W X Ln 7 N o m d D SOC) C) C) (> r c7 r 0 0 r\ rt a z D ro r r r r\ m Ln G C A 3' 00 O Z A A cn O oI 0 C 1 a 0a z 0 0 0 0 0 0 0 nm c m orn n fn 0 0 (n V) W l 0 0Am m - n -M-M X W 0 0 p 0 M N N m o A n •D-I - n m III m 0 n T z m m D CD n NNv Q j II0 N rn O O Ln m a CO A m I N m 0) 0) \ rn \ i a W rt 0) Nxo _\ O pp v a) oA N0 Al ! 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D W , < P < - N Ll rp VI W O v O Q N p N O Ul J 6 3 0 0 3 S F v} { p P N O T W N fl 4 O TIT p O y _ W \ y T rra cn p I T n QQ T S T Z O k yo W N D S t }tN j 3If y S P Q Q 3 t tiE v y o { SL T0. a`c RECORD O' lD City of Sanfordo, a Building., Y Prevention Product Approval Specification Form J OING 1 7- 8 5 3 Permit # # SANFOR FP Project Location Address 2 2 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors iu S Swinging 6 I • 6 . Sliding Sectional Roll U Automatic Other 2. Windows Single Hun C 1-..clas`r; 1. { Sec,' S oP Mr Horizontal Slider GT :2;,,Ls4-es dal te r; S'i Casement Double Hun Fixed T-6I Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name ( kcd1j', r L /Ve"i Please Print) June 2014 d COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR w/ SIDLITES) INSWIMG/OUTSWIN MOM -IMPACT" GENERAL NOTES 1 This product has been evduoted and is in compliance With the Sth Edition (2014) Florida Building Code (FBC) structural requirements excluding the `High Velocity Hurricane Zone` (HVHZ). 2. Product anchors shall be as listed and spaced as shown on detaTs. Anchor embedment to base material shall be beyond Wall dressing or stucco. 3. When used in areas requiring wind bome debris protection. this product Is required to be protected with an impact resistant covering that compiles with Section 1b0 J2oftheFBC. 4. For 2xstud fromIng corutrudlom anchoring of these units shall be the some as that shown for 2x buck masonry constructiom 5. Site conditions that deviate from the detols of this drawing requite further engineering onaVA by a licensed engineer or registered architect. 6. Fiber=Ciossic B,Smooth-Star Door and Sidetite panels require the use of «p part numbers and nrust be stained or pointed Within sic months of instdgation, TABLE OF CONTENTS REFT DUCEFOR SHUT i DISCRIMN i Ty -pled E firessues 6 I Nolen y Verikol Cc= Sectkxu INGs5@11 2 Doarpanofaeta9s 10. 3 t7 Panel aefoNs 11 rome Anc S ie3ta FairdF Dalc tk r . — .. .. ,.. 6evolions i2 13 Hadwi>ia.0etals a .. de Im n1a A..: art dl 'as€Soot 14. MpOneFSS 1 n of & venvi i weaDecl 1 % 15 BB.ar Materip's t u frn uwnw c. --- I G8.7S'MAX O.A.FRAME WIDTH r )rill% iSX FRAME b WIDTH £ z 371S FRAME WIDTH It l a g l Ia 4 f DESIGN PRESSURE (PSO DESiGN PRESSURE {PSij CONFIGURATION INSWING OWSWiNG POSITIVE NEGAi7VE POSITIVE NEGATIVE See Sheet 4 tar Hardware Specifications 15 os' GI G2 EXTERIOR --3.G or ai COMPOSITE COMPOSITE HINGE STILE INTERIOR LOCK STILE CAP CAP (ENGINEERED WOOD) (ENGINEERED WOOD) i HORIZONTAL CROSS SECTION z 3.G 1 h--0.6o6" Gi G2 EZTER1oR :WWOT o I r COMPOSITC HINGE STILE JNTERIpR OnnP05(TE CAP (ENGINEERED WOODI LOCK STILE CAP ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION Z 360 MAX W13" MAX. 35.81,T MAX. DOOR DOOR DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH 3 I 3 4 1 r r i 21.13" MAX, t D.L.O. = 2 2 a z 2 h d 2 2v Y 2 ti V a a DOORPANEL BOOK DOOR PANEL 41 H— Door 42 DOOR PANELu1Do« TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOODI) 4 s* F X r LYfERIOR EXTERIOR FOAM CORE POLYURETHANE- 1.9 PCF MIL) — 0`z' 8 ' nP O ro TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED WOOD) y J 'd FOAM CORE Y N d POLYURETHANE- '= o 1.9 PCF MIN.) t 4 0 INTERIOR EXTERIOR FIBERGLASS SKIN FBERGL SS SKIN o.oBr q r rr o ZTHX) FJOMTTHK.) I BOTTOM RAIL BOTTOM RAIL a COMPOSITE) (COMPOSITE) rwtt 6111 I6 31 1,71`.., N.T.S. 'd w.M. ......._ .. ,. o. ......»,.. x_._._. .. .. y.. axc, e+: JK to 3 VERTICAL CROSS SECTION 4 VEIMCAL CROSS SECTION C K, m LFS 2 ouwKc No_ e2FL-2046i.;S o sim 2 OY 1S n A T OS EXTERIOR 4.982 os t--o7• F I COMPOSITE vE . ; t a. _ " • CAP COMPOSITE HINGE STILE LOCK STILE CAP (ENGINEERED WOOD) G3 INTERIOR (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION 0.406" EXTERIOR 36' o r o•406 COMPOSTTE a s'.''r yJ „'? CAP s C. i. tr! 1 _ HINGE STILE LOCK STILE CO CAP (ENGINEERED WOOD) G3 INTERIOR (ENGINEERED WOOD) 36.0' MAX: DOOR PANEL WIDTH 3 I 23.61' D,W. vim iC @DOOR PANEL BOOK 2 HORIZONTAL CROSS SECTION 3 1 35A 1 Y' MAX. 35.813" MAX: DOOR PANEL Nytx d Door DOOR PANEL 45. A t i)oor ..._ TOP RAIL TOP RAIL COMPOSITE CAP W/ (COMPOSITE CAP W/ LVL ENGINEERED LVL EN RED WOOD) WOOD) i .''t ` t t r• o ' T• '. o ' t' j ; FOAM CORE v* L: FOAM CORE POLYURETHANE- r (POLYURETNANE- 1.9 PCf MIN.) 1.9 PCF MN.) G3 G3 5 , (7,4 r r FIBERGLASS SKN 1i7 Y r t (OAa2<TNK.) t r FIBERGLASS SKIN } r; 4 OL ¢ r t BOTTOM RAIL ti E) + u (COMPOSITE) c fS 1.7I" 3 VERTICAL CROSS SECTION b VERTICAL CROSS SECTION 3 3 a, Uv: Lf5 a Vf.F7 NQ.: O FL-20461.15 N 13.438" `• "`" PANEL% 0 O Fx-{ o..eFULL UiE LIP Uf[ 6.W MAX. DA.O. WIDTH 0 O, 0 E 1ci h 1 1 BTS Full Lite Frame 066' G2 GI INTERIOR STILE (WOOD) EXTERIOR 1 HORIZONTAL CROSS SECTION q tip Ute 1-*'g TOP RAR ^ COMP.) i FOAM CORE o POLYURETHANE - 1.9 PCF MIN.) r EXTERIOR INTERIOR FIBERGLASS SUN P.070' TNILI o BOTTOM RAIL COMP.) —T 2,'_ VERTICAL• • ROS-S90ON• A Lip Lite Gaming UP`! 8N •: a 3 0 x er. LF5 %.. xtNG aloe a FL-20461.15 0 m 4> or 1a`- N 0 ELEVATION xo eaanwaaE raB MANUFACTURER; iNOpEt KNOB: P5T SCHLAGE DEADBOLT: 860 KNOB: SIGNATURE SERIES KWIkSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART THERMA•TRU) 3 pt: Manual Tongue) SEE HAROWARE CHART BZ y$C srt ti ups ELEVATION OX0 t I® If ETil-li fillm! F1ber-CFosste/Smooth-Star Door Panel Options Pone) Wilons shown are for Tlustratlon and are representative only Ttar glazed panel conflgmrions are cftwed) Or FL-20461.15 i ICIAIN. 29 4. (TYP.) 1 HORIZONTAL CROSS SECTION d outming shown DrWw'•ng sr ') SEE NOTE 5 HORIZONTAL CROSS SECTION d uts%, ng shown linswrQ milarl INTERIOR EXTERIOR 1-1/4" MIN. 2 HORIZONTAL CROSS SECTION d1 Shown w 1.1S'MIN. EMD. PP.) HORIZONTAL CROSS SECTION ng shown , g stmoullr j....... •rat iWarSikleVe assembly screws located 6 from each end plus 6 more screws egvaJy spaced between (B screw; tors per side Iamb). _ 2. Sidcr'ga assomf* screws located ? from each end 12 screws along • .s head Iamb). P . ''''', '/r ski l s s`s' r • > ` ro v ' Z P ` OO EXTERIOR zvA INTERIOR VERTICAL CROSS SECTION dShown w/ 2X Buck putiw; ng owwns (Inswing simlar) x V fn 0 1x ArLEXTERIORad VERTICAL CROSS SECTION d Shown w/ 2X Buck Ouhwing shown (InsWing simitar) ri F L-20461.15 I uunff,r 1. Sidefite assembly screws located 6" Gan each end pkis 6 more screws equally spaced between IS screws fatal per side jamb). .g 2. Sidefte assembly screws located 3" from each end (2 screws along hood Wb). b q m b • '/I// . ....... ..A•- f/ f11115 ' i A C If y a u E C E k 40 41 42 C 43 44 45 1 l EXTERIOR INTERIOR x i o b 60 r am+ s 41s2 3 RACAL CROSS S C O INTERIOR 7 - w/ I X subdwck Outswmg shown pvwing stmrkxj n jl I a Q i J jEXTERIOR 25 23 24 ( + • " SEE NOTE I FI/fi1rltN. 29 40 41 42 1 A EMS. (TYP.) ; z 43 44 45 l•UciN. _ _ 1 HORIZONTAL CROSS SKflON 2 HORIZONTAL CROSS SECTION T T outswmg shown Pm-Mng shft) Outsvring stwn (rAig shniar) 25 i SEE NOTE 2 tiz 50 1 EXTERIOR INTERIOR n" c z o atic b 1 16 a r4- VERTICAL CROSS SECTION 7 Shown w/ IX su'bu, a u. atv JK m Ov"ng shown (imxtng simibr) clfii. sn L(`S 3 Mr.m.' FL-20461.IS ° e Our —L or 2 - is t d 1 o MAx, 3 HORIZONTAL CROSS SEC77ON 8 0 ngD WMb9/116 iamb Not- t. SldoNto assembly screws located 6 from eoch end plus 6 more screws equally spored between (8 screws totot per side jamb). 2 Sldeite assembly screws located T from odd% end 12 stews aeon 1 head jomb). a.w 1-4 HORIZONTAL CROSS SECTION g Shown Otrect toMosonr Outswing only w/ 6.9/16 jamb I5 MIN. t a Immmamm-, SEE NOTE 2 6 VERTICAL CROSS SECTION Shownngw"w/ Oft MERIOR "' SEE OTE 2 2 VERTICAL CROSS SECTION 8 Shown MO to Mosonnryry Outswtry only w/ 6.9/16 jamb 5 1-1/4"MW. EMD. (fYF.I fill% s 0 96ry R iKfi FL-20461.15 Notes: I. Sit rem It's 17. 18, 32. 34, 35, 36. 37 S 38 ore attached to lambs w/ (3) PBX 2.1 /7' pth screws at each end. Sa Item Ws 16 d 33 are attached to lambs w/ (2) A8 X 2.1 /'G pth screws at each end. M Item N 15h ottoched to arnbs vIftng (4) pt0 X 1-1/2 pph screws at eoch end. EXTERIOR INTERIOR Sff NOTE i Q_ E SEE NOTE 1 51 A • S• D D rl--N VERTICAL CROSS SECTION 4 2 VER17CAL CROSS SECTION 4 Iruwln9 SM _ s 9 towing So I SEE NOtE INTERIOR 3QVERTICAL CROSS SEC17ON 9 Outswtg sm MEN 0O,A ME SEE NOTE 2 ii vNwjdl, MI-98 a a a 2 ( 4 VERACAL CROSS SECTION 9-Pvbbk Accoss Sal VERTICAL CROSS SECTION 9 gSfl r p i 6-'N VERTICAL CROSS SECTION j outs"%" Si Y, i Ito its n ty i o = u 17 16 Sdt`o mam aeua N.T.S. pm or. JK CM LFS muamn Mo,i R-20461.15 SHm 9 Cl; t JAMBS 4'r.)— riI y rD 1fz HEAD S JAMBS ca PYP.) 11l IN i 121 iliiIi it+ titIiMItl T 11 111 II41ti 0 tU117Itrllt{I7IiP111illIllt.l 41 XO/OX rC • •.'; Wrw' m giso I1 111151 1``` i tl W IAMBS N z r• (iYP4 8' (TYP.) r (TYP.) it LL a skia 11+ tlfzli III Ip e iyf HEAOSJAMBS sle r its {TYP.) sls1I ilz ile MUCK !z III Ilt tl+ 111 Ifr 171 qr O Ill Itl lil li+ 121 Itl p; I 1 14 ICI lit Iii liz t i o4111 I i 1 Ift Ip itt Ill lit tli iIi 1 1 At OXO MASONRY tea 2X BUCK ANCHORING ux t6 S a x u ac 611116 3 ut, N.T.S. 1G. 01. JK m OL By; LFS 3 AWW W. a FL-20461.15 a 4ii 3)R8x2-I/2 OiY`` .. .. J mn PFH wS ... .` t o m ; JAMB IO HEAD DETAIL iI t I t1 N in O i DIRECT 70 DIRECT TO P• Y m N .. MASONRY D JAMBS MASONRY D CBS N u z u HEAD 3' ( TYP.) (T HEAD g g o to •) T •) ( 3" (TYP.j (TY 3" ( TYPJ --` 1 v g 76 mat ED L 2X BUCK _ L 2X BIR K IXBUCK BUCK — j IX BUCK P t+ DIRECT TO N HEAD G JAdA85 ) HEAD S JAMBS MASONRY (SYP.) — ( TYP.) I JAMBS DIRECTTO N & MASONRY JAMBSU F — (TYP.) O T'fP) F (TYP.) E — FRAM tQ ) Ln Slit D — z Slit( D — ( TYP. TYP. FRAME ANCHORING MASONRY FRAME ANCHORING n ram.) FRAME ANCHORING JK et vn LFS xna w: FL-2048T. t5 42 I TIIIIIITI` o A SEEWNGE o 28 DETAIL (TYP:) ao O ^}p 1111111 11 SEETO t 26 Q az STRIKE 1DFIAlt LATCH d DEADBDETAIL a s a f Kwowl ( $ tz OLT 31 SEE LATCH LOHGDE STRIKEAII a.06t[$ OLT t ttmP nl l DEL41 Q xg SEE LATCH aETu T EIDn c c3 it y( 28 8 Q 22 STRIKE JAMB HIH6F AM8 STRIKE JAMB 30 23 27 Loth OW DedtibWl MU t nt OCk BUCK LATCH a DEADSOLT DETAIL LATCH A DEADBOLTDETAII Whpofftt Lock Schtcge 29 G 1XSUCK i M DIRECT TO 4 i MASON"LATCH & DEADBOLTSTRIKE DETAILS MULTIPOINTLOCK STRIKE DETAILS 24 23 Z m 6 T 16 z N.T.S. mm " JK m 1THGEDETAIL ow, fm LrsMIMIC WD4 3 R-20461. 15 c 0 s trT , j2, - J. " 1111IIIrrl'... BACKBEDDING COMPOUND 1 /T GLASS WE 1/T-9/IETHK.GLASS aT2 gg?gam I19"TEMPERED GLASS t i''' r' • rdr u m AIRSPACE INTERNAL GRID (GBG) INTERNAL GRID (G8G) 11sssIT pZ r} I /B TEMPERED GLASS ( OptiorKd Atvn*wm Spacer) Q a YU lox i-1/2 - 9/16' INSULATED GLASS INSERT OPTIONS T§ FPii PLASCREYI 3A DURASEAL,ALUMINUM b y re m OR STEEL SPACER \ m e. ilk" GGLAZNG DETAIL a i BTSUrame 3•D000R WeStes 3u (tYt' ) BACKBEDEXNG COMPOU D 1/2' GLASS BITE 1' THK GLASS DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT F I/rTEMPERED GLASSly ri` AIR SPACE I'' 'jam tt Ifir TEMPERED GLASS — it10X 1- I/T h INTERNAL GRID ( GBG) INTERNAL GRID (GBG) MINI BLIND PPH PLASCREW 3B DURASEAL ALUMINUM (Optional AUururmn Spacer) tAWn*m Spacer) o OR STEEL SPACER G G DETAIL Cat BTS U e borne )`INSULATED GLASS INSERT OPTIONS Door Panels d SideSles 21.13' MAX Ilox 1- 1/71, D.L.O. WIDTH PPH PLASCREW BTS Full Lite Frame I/TGLASS BITE 5/8` THICK GLASS DOOR PANEL Ifir TEMPERED GLASS AIRSPACE I IT TEMPERED GLASS \ f\4 BACKBEDLNNG DURASEAL. ALUMINUMINTERNALGRID (GBG) INGRID (GBG) PRIVACY INSERT o COMPOUND OR STEEL SPACER ( Optional AIUMInum Spacer) 1 GLAZING DETAIL i —T wt 611116 G3 0 orPa 8INSULATED GLASSINSERT OPTIONS Cw ft LFS BTS LIFE FRAME 8TS LLLE FRAME CRSS= rm.: 3A ." &9/16-GWV38 I-Glaft FL-20481.15 srrcn ;ITA L iNWING TNRESHOLO 33hM9 &dc Faod SaJ tNSW1KG THRESNOLD 1mw! ngfkaderoteCtrncleS W/8' 5. 75" INSWING RESHOLD lnswng M.adelOte Chrrote SO MS G RE 11011D 3d iln nytp 9osic nzed SJ/q'so x._---- 3r tNSWWNG THRESHOLD Insv fiastc" dI 11A tNWTMG NRESHOtD tnrin9 CampOaSla AdlntaOle S. 7T 7 M1,7 fNSW1NG THRESHOLD 39tw>1c Corrpostie Ad;liiN ve sit r1of 21MENil I I Owl - gjfNSWtNG THRESHOLD 32 havinptsa cCanposRs<teAdjvft teS37-I/P G a. V O ! O i5 OA THRESHOLD _ l --- - -- - 4.56 h 0 1_ 2. 3b° t W000 --A 51; 1OtliSWING THRESHOLD Campas! to Siff m r- 0UiSW1NGTNILESHOLD Comppslle / Aflm nan S9 18 OUAWlNG THRESHOLD. 1oe%nlu»StI p 8 SWEE 9 E d Sam 1 wall i5 stDfLAESPACER Insnkip 2. 13" L o id SIDELt1ESPACE j-- 2.14C — T lj r— I o o 77 G fD Adopter ModotatoCMxtte Tlsottro f J n dg IK en LFS as a FL- 20461.15 a N stuUtgrO Bllt Of MATERIALS A4::` l dm rrrrrtr t114t O,i` > > tt g o2°0z ro a V o a z° n 0 is O 0 maintain the min. edge distance to monarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTOr dmension ore not exceeded. 3. Concrete onchor table: z 3 1 z r qh N.T.S. ° WOOD Sfly.INSYALLAWNNOTFS: rf. ern JKt. Maintain a mhlmum SX edge distnnca. I"end "once, d t"o.c,. spacing of oa L K wood scrows to prevent the spFtting of wood. cdvaaroHai FL-2046t.f5 a Bftt OF MATERIALS tiFM tl DESCRIPTION MATERIAL ITEM tl DFSCR(1'i}ON MATERIAL IX BUCK WOOD 280 DEAp80LT STRIKE PLATE (SECURITY) STEEL B 2X BUCK SG >= 0:42) WOOD 24 4" X d" HINGE STEEL C 114" MAX. SHIM SPACE - 3p LATCH & DEADSOLT STRIKE PLATE (TONGUE SYSTEM ALUM/COMP b tld" X 2-3j4"'PFH ELCO OR ITW CONCRETE SCREW STEEL 31 MULTIPOINT STRtK PLATE (TONGUE SYSTEM( ALUM/COMP E MASONRY - 3.0 PSI MIN. CONCRETE CONFORMING TO ACI 32 INSWING THRESHOLD ALUM/COMP1 ; 341 OR HOLLOW BLOCK CONFORMING TO ASTM G90 CONCRETE 33 INSWING THRESHOLD ALUM/COMP 31ib" X 3-t/4" tTW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP IN X 3.314" PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESI fQLD ALUM/COAhP L N10 X 2-T/2" PFH WOOD SCR EAABEDMENT STEEL 36 INSWING THRESHOLD AM/COMPM3J16" X 2-1 /4" ITW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMPN3J1d" X 2-3/4" fTW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP t JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP d WEATHERSTRIP MEDIUM REACH FOAM 40 DOOR PANEL [BOOK _ 7 WEATHERSTRIP LONG REACH) FOAM 41 DOOR PANEL (HYBRID 8 SWEEP VINYL 42 DOOR PANEL U) 4 SWEEP USE wJ MODERATE CLIMATE THRESHOLD( VINYL 43 FLUSH GLAZED DOOR PANEL (BOOK) 10 SWEEP (USE wit PUBLIC ACCESS THRESHOLD VINYL 4fLU5H GLAZED fl00 PANEL (HYBRID _ 15 ADA THTHRESHOLD. ALUM... 45 FLUS GLAZED DOOR PANEL (Ul _ ib OUTSWtNG THRESHOLD ALUM/COMP 50 SIDEIITE (FULL WE)_ 17 OUTSWING THRESHOLD ALUM/COMP 75 SIDELITE SPACER (INSWING PVC t$ OUTSWING THRESHOLD ALUM/COMP 76 $IDELITESPACER OUTSWtNG1 PVC 22 #8 x 3/4' PFH WOAD SCREW STEEL 77 SIDELliE SPACER (INSWING} -MODERATE CLIMATE SILL. PVC 23 # 10 x 3/4"PFH WOOD SCREW STEEL 24 # 10 x T"PFH WOAD SCREW STEEL 25 #8 x 2-1l2" PFH WOOD SCREW STEEL 26 #8 x 5/8' PFH WOAD SCREW STEEL cor+CaErr: nrtCrroa NOTES:27 LATCH STRIKE PLATE STEEL f. Concrete Anchor Locations at the Comers may ho adjusted to maintain the min. 28 DEADBOLT STRIKE. PLATE STEEL edge distance to mortar joints. 28A DEADBOLT SUB STRIKE PLATE STEEL 2. Concxete onatrot (ocoiians Hated os 'MAX ON CPNYER"mcnt tie ad,Wstod to ANCtfOR ` ANCtfOR ` ANCHC?R. D.s1N. MIN. Ctt:ARANCC Mtt 9 f a A — \ d Fiber -Classic.: & Smooth -Star. COMPOSiTE EDGE GLAZED FIBERGLASS DOUBLE DOOR w/ or w/oUt SIDELITES INSWING/OUTSWING NOWIMPACT GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 5th motion (2D14) Florida Building Code (FBC) structural requkerrlonts excluding the "High velocity Hurricane ZorW HVHZ). 2. Product anchors sholl be as Wed and spaced as shown on details. Anchor embedment to base motedd sho8 be beyond wall dressing or stucco. 3. When used in areas requiring wind bane debris protection. this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud homing construction, onchorIng of these units shall be the some as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further engineering analysis by o licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and $idelite panels require the use of ".r pat numbers and must be stained or pointed within six months of installation. TADLE Of CONiENTS SHEET/ DESCRIPTION SHEET# DESCRIPTION Elovollont Designsurds a ,as 9 VefficalCMUS6610nSilos 2 Doof Panel Detoh 10 Buck AKt4Mk__. 3 Doot Panel Defdh 11 Ftorno 4 SideFePanel Detcib - 12 NcsdvaeDetoNs 5 Etovatbm 13 d eft uc V. 14 om s ron roil ns Lval 15 ON ofMotaSats 74. 75' FRAME YfiDM 2 d X X m o Ell 13. I M H WIDTHW1CD. 7S MAX GA FRAME WIDM 74. 7S FRAME VOTH is 0p O: X 6 IL X j V In CONFIGURATION ASTRAGAL DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE XX, OXXO STANDARD 40.0 40.0 40.0 40.0 XX, OXXO COASTAL 50.0 50.0 50.0 50.0 See Sheet 5 for Hardware Specifications 11 X. er: LF.5 FL- 20461.11 Ln] A GAP (ENGINEERED WOOD) 0.4W 1.19H' a F COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36.0" MAX. DOOR m PANEL WIDTH 4V 3 i 2 1 2 T 21.1Z° MA%. s'x D.L-O. EUPUTEGIAUNG 1 DOOR PANEL 40 BOOK 1 HOR9ONTAL CROSS SECTION 112.5" LONG LVL) (ENGINEERED WOOD) 2 w"m w e n 1.19ir EXTERIOR 1 J [ OMPOSITE CAPtG2TERIORMOLDEDOPENSTILELOCKBLOCKSTILE 112.5' LONG WOOD) (ENGINEERED WOOD) 3S.SR'lrAX. DOOR t— PANEL WIDTH —' 35.813' MAX. DOOR PANEL WIDTH 4 2 2 f2 I jl rd g D 42 ll DOOR P EL g pi TOP Rai. CO AP OSTIVENGINEERED WOOD) '--- FOAM CORE J ' t ( POLYURETHANE- 144tt1 1.9 PCF MIN.)LI MOLDED OPEN STILE r INTERIOR EXiER10R INTERIOR EXTERIOR GI G2 r G1 G2 FIBERGLASS SKIN 0A7T THK.) c BOTTOM RAIL COAAP.) 1.71 3 VERTICAL CROSS SECTION J4 VERTICAL CROSSSECTION 1J Shown W/ UteUte GUI 2 zownw p to G oang b cZ S' a FL-2046T.11 O.S 1.198' 9 on COMPOSITE CAP Ov COMPOSIIE HINGE SiilE LOGK BLOCK ME CAP {12.S'LONG WOOD) (ENGINEERED WOOD) S x u (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION TOP RAIL 3shown w (COMPOMENGINEEED WOOD) NZ t ti a Lo 1.875 0.406' --- ) 1.198 EXTERIOR 1.198 0.406" COMPOSITE o e Q F CAP a ( AM CORE INTERIOROLYURETHAN LOCK BLOCK STILE xr. 1.9 PCF MIN.: r iCOMPOSITEHINGESTILE y HORIZONTAL CROSS SECTION (12.5 LONG WOOD) (ENGME RED WOOD) ) CAP (ENGTNEERt WOOD) •. 5ShownW z O a 36.0' MAX. DOOR 35AI3' fAAX. DOOR 35.8I T MAX. DOOR ° t PANEL WIDTH ' PANEL WIDTH PANEL WIDTH 3 i 3 3 I 1r ti INTERIOR exrERoR G3 G3 Zyy 24,12' MAX. q - D.L.O. 55 ii = cS (RUSH GLAZING) O Z FIBERGLASS SKIN; t' n D.07TIM) o n T•'" 3 seuc: N.T.S. 17 o 801TOM RAIL ___ttt m JK ra f I {COMP.) i+-1.71" -- 1.' crc ar: LFS 3 p fl 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION A.-2 DOOR oe6T.1: m DR PANEL 000 PA ft DOOR PANEL 3 S own w h G ng 3 S oWn w ush ng q3 3ooK M bdd Door QS u I Doa s Fn 3 or t 5 O 1194' MAX. PANEL 13.9,C MA)L PANEL WIDTH WIDTH 7.13'MAX. D.L.O. 7.07 5MAX. D.LO. - ,- , WIDTH WIDTH G2 G1 : 0. 0.6e kff—m*0 tgERIOR C4KPI aOj & 4 4 SPKLE (WOOD) ^ STILE IWO001 C; d I -'\ IZOWAL CRO$S SECTION1HORMONALCROSSSECTIONr2HOR Up Life GIft 4 Hush Gig L y 1 A tr s E4 WIDE ANEL oloxi-lappH PLASCREW (tYP.) TOP RAIL -TBTS1/2 LITE FRAME TOPM Push Gkaed ( WOOD) rX F (WOOD) I c; I VMAX. PANEL I 4"MAX. PANEL fOA.41 CORE WIDTH YAM I 1 (POLYURETHANE- FOAM CORE VMAX.D.L.O,, 1.9 PCF MIN.) (POLYURETHANE - WIDTH WIDTH1f 1.9 PCF MINr -F- z EXTERIOR EXTERIOR at p alox 1-)rrppH PLASCREW (TYP.) 1. BTS FULL LITE FRAAA FIBERGLASS SKrNciFIBERGLASSSKIN 0.070THQ J0.070- W.j mAm 611116 BOTTOM RAIL BOTTOMRAIL_u steal:N.T.S. WOOD) ( WOOD) mv. " JK OIL Im LFS VERTICAL CROSS a 3-\ VERTICAL CROSS ROON r4 —S sEc-nQN ofto" to. e SIDIUL7 PANEL —2 4 1.11 5 PANELGtadnqShomfthGgShmm, FL M Life WJ Life Up 1110 Lip Life Imm 4 ai 11 0 rF R O LI1 SEE HARDWARE CHART I , r I r// i iLl1 _ fiber-CfasSic/Smooth-Stor Door Ponef Opftons Ponel options shown are tot Otttrallon ark ore represenia9vo only amlar gtozed panel con[tgcxolions am a kr+ i on b 1 m p Ki g mod - HARDWARE TABLE MANUFACTURER MODEL KNOB: FSl SCHIAGE DEADBOIT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOIT: SIGNATURE SERIES (980) HOPPE MULTIPOINT : MPDGSB THERMA TRU) 3 pi. Manual Shootbolf) c trr LFS 3 Fi-20461.11 1c, a I a A 1-1 J4" MIN. TYP•) SEE N01E 1' 9 r1-"\ HORIZONTAL CROSS SECTION C-,tTshown wT2X Buck 5 HORIZONTAL CROSS SECTION 6 u S own gs iarf 0.15" C-SINK TYp) SEE NOTE 1 INiB2iOR I.1 S" MNotes: IN. Sideflle assembly snows located Morn top and 14" from bottom A O' EMS. VYP.) _ 2 more screws equa#Y spaced between (4 screws total per side iamb). g $ a:a Jw E 2. SldeBfe assembly Saews located 3" from each end (2 screws along head jamb). D i,r++r st1N J n v \, 56 2 HORIZONTAL CROSS SECTION 6 S own w Bum Outswing shown (mswlng slmliod 6 HORIZONTAL CROSS SECTION V; 7>m— Niw 794Fail 4, 42 44 45 EXTERIOR INTERIOR ci 3 VERTICAL CROSS SECTION 6 shwn w/ 2X Buds Outoswhig shown (Inswing similar) D v O a v 1 25SEE TElrO 60 50 U INTERIOR EXTERIOR ci 4 VERTICAL CROSS SECTION 6 Ot it gstsawnck(Inswingstmllarj km N.T.S. a Qn JK k an I.FS 0= MW FL- 20461.1 1- or ssturffl iiNotes; 1. Welite ossernbty screws located r from top and W from bottom 3 2 more screws equally spaced bolwoon (< snows fatal per We lamb). x x Q = SideSte located V from each U2. assembly screws end (2 scramalong O " head Jamb).'try E t:' a c 0. o llll Qs s````` N u r 1 1 m 2 Rgotf A A f N fi E 40 41 42 V a 4nSCE 43' 44 45 C a a 6 EXTERIOR INTERIOR Vk e 50 60 3 VERTICAL CROSS SECTION G , IfatERlOg I ; 7 Sho nw/1Xsutrbuck Outswing shown (Inswing slmliar) a v. 1 E1WERIOR25 23 24 v SEE NOTE i 1-T/q'MM. 29 ao 41 a2 1EMB. (TYP.) A a vi 43 44 a5 1•t!4"MtN. ElJ.B. (M.) A C • 1LnHORIZONTALCROSSSECTION2HORIZONTALCROSSSECTION Oulswing storm (Imw V skrclmj i O shown (1nswYtg slsralor) 25 SEEr+oTE 2 60 EXTERIOR INTERIOR z 3 WD 611116 3 scmk N.T.S. ' 4 VERTICAL CROSS SECTION u• an JK a' 7 Shown w/ 1X subrbuCk OutsvIrsg storm pnswing dlnllar) c?M ofL ; otwroa no 0 1` 1-20461.11 c MAX. f Xt J% FAI iMERIOR 33 VERTICAL CROSSSECTIONCROSS SECTIONt3 Shown Direct to Moson tOu orRy W/ 49/16 Jamb bte boor Orly (N/A ", 5 eltes) ndefte assembly screws located T from top and 14• from bottom S 2 more screws equoh spaced between (4 scram total per side tomb. 2. Sktel fe assemW screws bated T from each end (2 scrows along hood lamb). 4 t- W411 1a/ a^ ntW. EMB. MR.) J 17 agm T HORIZONTAL CROSS SECTION g Shown Mect to Masori, Outswtngontyw/4-9/16 Jamb Double Door Orly (N/A w/ SideGtOs) 117 1 2- MIN. EX1 me _ INIENtOR 5 VERTICAL CROSS SECTION g Shown Direct to MosorllX Oulswingonlyw/69116 jamb q j FAAB. EMB. MfN. r----a- ( tYP,J 4 HORfZONTAL CROSS SECTION S St.. Direct to Masonry Outswing onlyw/ 6.9/ 16`jamb par-40R MAXMIN. 1 SEE NOTE 2 E%fERgR INT(:RKSR 6 VERTICAL CROSS SECTION shown g OungW/6 9!i6lamb Ilf1`I r JJr e cc a 5 a z A ALL _ rr - - f SEE NOTE 1 1-1/4"MtN. CROSEMB. (IYP.) HORIIOMAI S SECTION g St1a m i7irecl to taasorxT Ouiswing onlyw/6.9/ib jamb r <. tx>£ 6 1 f 6 srxt: N. T.S. am im K a«. as 1.FS MW.40 , jW FL-20461. 1 1 scan 8 OF J 5 Mofes: t. SRI Item N's 17,18, 32, 3l. 35. 36, 37, 38 6 39 are attached to tombs w/ (3) #8 X 2-If2' pth screws of each end. SRI Item n 16 & 33 are attached to lmnbs wt (2) N8 X 2.1 /T plh screws of each end. Sil Item # t S is attached to jambs of Uing (4) N 10 X 1-lrtpph screws of each end 2. Si1eINo ossembty screws located 4' from each and (2 scrows along s1R. INTERIOR — 177)&,jam- EXTERIOR INTERIOR y-rI7 SEE MOTE 1 VER17CAL CROSS SECTION 9 Inswing So EXTERIOR INTERIOR SEE NOTE 2 1 4 VERTICAL CROSS SECTION 9 I -1+8c Access SIt EXTERIOR i VEIMCAt CROSS SECTION 9 Inswing s INTERIOR EXTERIOR 50 2560 SEE MOTE 2 aa` p` ' • •, zDVERTICAL CROSS SECTION Q Ins. sT1 EXTERIOR INTERIOR 3 VERTIC61L CROSS SECTION 9 OutswingSm EXTERIOR INTERIOR t% ifl 1r r;:L"! G! apA_ 17 18 0 s4og t a 2 a ` . cero 611116 D Z a sate N.T.S. bm or JK p«. tm 1,F5 6 VERTICAL CROSS SECTION DPAW"` M'. p Ou svJng SIA FL-20461.11 PW - 2 or N''• rrrr. IIN% RbZ N •: m ASTRAGAL JAMES 99 gg r (TYP.) . ASTRAGAL r (ttP I _ j} 4 m °a' m B' (nP) (TYP.) r (rip.) r PYp') RYP.j It p II rt o & JAMBS (# 11! I I ! ! s NP.) [ I {{i 21f BUCK WMD a JAMBS 1 I fit I 1 (fYP.) ff (n'P.) I ! fli I I fill 0 Till i1 ti o i Ili I I (ill I ; Ili I I lil I f III I I fll 1 I 11 I ! III 0 41 l ! XX MASONRY OXXO R'P.l mm O c z u 2X BUCK ANCHORING SMID, e ' N.T.S. ° am JK o w,, ar. LF5 a1.11DW DIRECT 10 RY v MASONRY P HEAD ( fYP.) --i0P•1 r, (TYP4 ! II SEE DETAIL i II (SHEET 12) L 2x BUCK $1 I BUCK I HEAD & JAMBS I I DIRECTTO M II MASONRY N i I JAMBS $ I Pp.) p Sru ;$ SEE DETAIL 2 iT1'P•) $ ( (SHEET 12) I 3) NB x 2.1 /2` PPH WS JAMB TO HEAD DETAIL iYP:) JAMBS 1 —'jf '.- 3"(TYPI fffPrmp -` i TyjTYP.)--• 1 ( 3„mP) I _ _ I T I I SEE DETAIL I SHEET 12) r- rO BUCK L CI to UPp.) ! HEAD d JAMBS DIRECT TO ( rYP•), ' $ MASONRY N t JAMBS — 61 ITYP.1 II F 1 (TYP.1 gB l ) I SEE DETAIL 2 = Vp SHEET 12J I I FRAME1 =o Ll 1 1 I I i i I I DIRECT TO UMASONRY HEAD P XX MASONRY OXXo TY •) FRAME ANCHORING 1 11111 m j £ § qqqq r°d a a s Fl.-7,0981,T i rcn l 1 or 0 O a SEE HINGE DETAILj1YP:j I 28 i 25 SEE LATCH xQ ^ DEADUXT LATCH a DEADBOLT DETAIL DETAIL Sc"ogo / Kwikset 12 DIRECT TO MASONRY Ix BUCK 2X BUCK DIRECT TO ASTRAGAL MASONRY Lotch and Deadbo8 I x BUCK 2X BACK ref HINGE JAMB DETAIL 1 DETAIL I Coostoi Astragal Strike Ptate ®Heod Standard Astragal Stroke Plate C Head yam g 10 D tLL2 G DErou ot2G811/2°OHOLE tnsxtr 9 Coostet Asrwgoi StrW4 Pkrto ® STI Standard AftW StrWe Prato 0 SoAstragd Boll How @ SD LATCH & DEADSOLT STRIKE DETAILS SET: LATCH . DEQ11OLT DEIAIL HINGE GEDETAILDETA L D( BUCK XBUCK IRECTTO MASONRY 25 LATCH A DEADSOLT DETAIL in oc nDIRECT TO MASONRYNG Ix BUCK 25 2xBUCK DETAIL I M0110 1 Lock Sk4ce Plato 8 Hood v mwIrm51t Lock Strike Moto 0 So 4 # G DETAIL t 99 OutrMng MvtBpdnt Loa Strike Mole al`Sill MULTIPOINT LOCK STRIKE DETAILS or: Ft. iDaDT, t i -° a Wu 19 tstuuslssy BACMEDDING C . • COMPOUND 4• t ` SHOWN w/ -- 1/7CLASS SITE yrCUT-OUT j 117-9/16'THK.GiASS e'1 ln• U. zPANEL ( 1/6' TEMPERED GLASSAIRV GBG) SPACE lArTEMPEREDGLASS iNTERNAIGRID{GBG) ( OPNALtional IDmSpocer) lilt 11•t`` NIo x 1-1/7 9/ 16" INSULATED GLASS INSERT OPTIONS 21. WWIDTHH. o. z $$ m PPH PIASCRE4Y 3A DURASEAL, ALUMINUM DT OR STEEL SPACER >T y c Gl GLUING Ergtl 1 a D. P= 6 SiddlesSACKSh " NGCOMPOUND I / 2" GLASS BI1E SHOWN w/ I --—I-THK. GLASS I MOLDED OPEN DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT _ a PANEL i/6" TEMPERED AIRLSP SPACE IIT TEMPERED 0 GLASS o E NTox1-IIT INTER'NALGRID (GBG) INTERNAL GRID (GSG) MIMBLIND I O 8 PPN PLASCREw 3B DURASEAL. ALUMINUM (Aiur ftm Spaces) ci OR STEEL SPACER (Optiona! AkuninumSpacer) Ev g GLAZING DETAIL 1 G2 815 RoN4 side&Ies 1" INSULATED GLASS INSERT OPTIONS ( I/7' GLASS BIIE 5 TKCK GLASS ! DOOR PANEL I /$` TEMPERED GLASS AIR SPACEILI l i s ' 1 B" TEMPERED GLASS-1— 0 #lox I-Ijr 6ACt BEDDI4G DURASEALALUMINUMINTERNALGRID (GBGI INTERNAL GRID (GBG) PRIVACY INSERT PPH PLASCREW 325 s COMPOUND OR STEEL SPACER (Optional Akxrinum Spccer) BTS Full Lite Frame gGLAZING DETAIL G3 Gkakv OowP 519' INSULATEDGLASS INSERT OPTIONS g: 11T GLASS SITE 3/d"1HICKGLASS SIDEtfiE PAN / TEMPERED GLASS _! _ AIR SPACE o° 1 our 6 1 t 6 g o 11iT'TEMPERED GLASS , 1 swr: N.T.S. F DURASEAL. ALUMINUM INTERNAL GRsO (GIIG) INTERNAL GRID (GBG) DECORATIVE INSERT PRIVACY INSERT I 1 ^c c. or JK c BACKBEDDING g COMPOUND OR STEEL SPACER °°c o" LFS 3 E 613 FRAME 61S LITE FRAME 3A I/rnsna^G.orinp 38 rclo Fl—zn481. T T o cIAZINc DErau G43/4"INSULATED GLASS INSERT OPTIONS Ll sswdl 611m or a a.. -*.on Orvio .0 W tl 9 t PZ late, tssscW:-oAi «lave SlN3NOdY709 1v vd 96SCC 'U 'O*WA 'orz rwe -o•d lttttu'Ri rrrsi .L1rlsHoo smcntna j UISPOSSY xo urod " a ' J o v GOVIC0, V. Ya iy''•.tr i jiPIr"voDt+Rl 1iW—VY(amWoS Ice I i 2 0o or c i --1—. --I Florida Building Code Onlinc v 0 ugt Oi 9C O W L, WO cS p t O u r — Wo a n Page I of l Ulm. ar sue-i i i ." 7 " 'a/ zr t., .. aQS Home LOg In user Reghtra.ron Hot.TOPbcs Submit Smcdarge stats.5 Fam Pubkatlors FSC Star! SCIS site MAP Lurks .scarce Product Approvaldb*r USBR: Public user P7a?ttrtcl. Atturave j q . a Prod 4r Aax.11{catrorl;, i{t1{ > APpiimdorl tint a Search Criteria Code Version 2014 Application Type ALL - Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL B&A-m-ilza-rch FL# 20461 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search Results A ucastons 8 ELr1 UPS i? zct rer V.-_ i!cf%; ate' L1L4i5 F4ZO " New Therma-Tru Corporation category: Exterior Doors Ryan 1. King, P.E. 813) 767-65S5 Approved Subcategory: Swinging Exterior Door Assemblies FI4t 1 Revision Therma Tru Corporation King,P.E.Pending FBC Approval Category: Exterior Doors LRan7. 3)76?-6555Subcategory: Swinging Exterior moor Assemblie a r.rr «..niev ern F`n.nwnla..rbra 1f McGeY1aYJ. n a ::. t eM3r Stmr Raad 'raitteBAss a Ft 3939g.Phann: 3S0-st{'/-lRla rnn..rinst 11007-7.013 Smto or Florida.:: Privacy St men :: Accessib'I'ty State t r t :: FWtMd. Sta:emeni Florida Building Code Online Page 1 of 1 eur---,r.C.:;.ro...a-, ^4.^`^yz^h '-y'.+1:^r+t' pm'+ r t ., r:'° ,. tkr SCIS (tome top in user Pegistratbn kat Top(cs Submit Surcharge p Stets & Facts publications FBC Staff SCIS Site Map Links Search d*r nrguctrwk Approval PfonV,({ AMuwSsf Memo D EadW DT Anofips(r¢e) 5earth D Application Uhl rt Search Criteria' Code Version 2014 FL# 2,0461 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use. in HVHZ ALL Approved for use outside HVHZ ALL impact Resistant ALL Design Pressure,, ALL Other ALL if JearCll KBSLYL3'.n Fitt Tvpe nwawrra nu CtUEP.L 1 YaltdaTed By FL29,161 New Therma-Tru Corporation Ryan 7. King, P.E. Approved Category: Exterior Doors j 813) 767-6555 subcategory: Swinging Exterior Door AssembliesµW FL. 046t-R1 Revision Therma-Tru Corporation i Category: Exterior Doors Ryan ). King, P.E. 813) 767-6555 Pending FBC Approval Subcategory: Swinging Exterior Door Assemblies Contact Us :: 2601 Blair Stone Road;TaUhassee FL 32ag. phone' 850<87-1624 The Scale of Fbrldafs an WEED employer. Cg0vuioht r; of Fforlda. :: v+ r r .tA,S oes-MI'(Y:t}"mnt :: RrtundStmement Under Florida law, email addresses art pubtk records. If you do Dot want your e-mail address released it response to a public -records request., do M :sold efectmnic mail to this entity.. instead, contact the office by phone or by trad]idDnal moll. If you have any questions, pleaseConfact 850.407.1395. 'Prsuar,.t toSection455.275(1), Florida Statutes, eflectiw October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an emailaddress it they have one. The cmails Proytdcd may be used dfiicial communimtiontwith the ilcemea However emailaddresses are public record. It you do not wish to supply a personal address,. please provide Cite:: Department with an email address which can be made avaltable to the public. To determine if you are. a licensee under Chapter 455, F' S., pfease cock MM. Product Approval Acciaptst https: Hfloridabuilding.org/pr/Pr_app_lst-aspx 5/17/2017 8 7 6 5 4 3 2 1 D NOTES REVISIONS IMS` DOOR 600fla1 PELEASE PER EP 11 2J 10 SR 1. R SISTAN RESISTANT STEM M OPTION- IMPACTRESISTANTSYSTEMMAYBEINSTALLED IN 13 GA HRIZ ANGLE A 20 GA CENTER STILE 0>Oa REv PEP EP 111 tJ 12 OPr ERM NGTOPORINTERMEDIATE SECTION (WITH$HAL R WTHOUT 8 GA ENO STILE EET RB MAXIMUM CLANG DIMENSIONSRDYCARVEINSERTS). X GLAZING SMALL E SION 13 CA FLAG ANGLE SHALL BE 12.41' xSHALL2.41' CUTOUT, FASTENED LONG 2X88 % t' SM S: 3X ALONG THE HORIZONTAL AND 2X 15 GA MIN HOR12 xDALONGTHEVERTICAL. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. TRACK D 2. NON -IMPACT GLAZING OPTION - 5/EW (MI 4LAGSCREW (MOD gm MSORE' MINIMUM 558 GLAZING IN MOLDED FRAMESSSE SCREWED ISWRi MINIMUM IN (10) AS SHOWN) E16 x1' SCREWS EWSINSTALLED IN NTOP OR INTERMEDIATE 4) I/4-20x9/18" LARGE H OR SECTION (WITWTHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC WAND PRESSURES SHOWN HEAD TRACK BOLTS OR 1/4- 20 STUDS WITH m R THIS DRAWING. GLAZNG SMALL HAVE A 1/4-20 HEX NUTS 1 1 MAXIMUM HEIGHT R 10.89" AND A MAXIMUM 15 GA MINA 1 LENGTH OF 16.94". GLAZING IS NOT IMPACT CK C 0 RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. EET 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM MAXIMUMOLT 1/4-20x9/16' TRACK B AND1/4-20 HEX B TYR OF6' O. C. MUST OVERLAP TOP AND BOTH ENDS NUT AT EACH J8-US 0 EET OF PANELS MINIMUM 7/18' TO MEET NEGATIVE JAMB BRACKET LOCATION 6 PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR 5/I6x1-5/8' LAG REWIRED. SCREW AT EACH 5. LOUVER OPTION - MINIMUM LOUVERS IN JAMB BRACKET 1. C MOLDED FRAMER BREWED TOGETHER LLD A WED MINIMUMR ( 10) /Bx1' SKEWS INSTALLED T THE BOTTOM SECMIDLWARENOTIMPACTTM RESISTANT ANDEONOTMEETTHEREWIREMENIS C. FOR WND- B00.NE DEBRIS REGIONS. 15 GA STIFFENED 5. SECTOR STEEL TO HAVE A MINIMUM 25 CA JAMB BRACKETS SEE FOR 1 THICKNESS. NITY. LOCH WANITY, LOCATOR, 7. THE DE ION OF THE SUPPORTING STRUCTURAL AND TYPE O ELEMENTS SHALL BE THE RESPONSIBILITY OF THE KEY LOCK OR SLIDE LOCH E PROF SIGNAL OF RECORD FOR THE BUILDING R STRUCTURE AND IN ACCORDANCE WITH CURRENT EACH END ( NOT REQUIRED BUILDING CODES FOR THE LOADS USTED ON THIS WITH OPERATOR - SEE NOTE 4). TOSLI0E LOCK DRAWING. SHOWNFORCLARITY8. DOOR JAMB TO BE MINIMUM 2.4 STRUCTURAL EET GRADE LUMBER, REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. NOTE ( 4) SECTION SOLID NOTE. 18' DOOR SHOWN. SEE 9. FR LOW HEAD ROOM UFT CONDITIONS, TOP DOOR SHOWJ. SEE SHEET SHEET 2 FOR HINGE AND STILE STATIC PRESSURE RATINGS APPROVED BRACKET SHALLBEA1JGALHR7/4 TOP ORWITH A MINIMUM OF (3) 1/4-14x7/8' 2 FOR U-BAR LOCATORS R DOORS NITM OTHER OTHER LOCATIONS ON OTHER SIZE DOORS. SIZES MAX WIDTH: 18' SELF DRILLING RIMPTITE SKEWS IN LIEU OF THE BRACKET SHOWN ON THIS DRAWING. U-BAR ON SECTION QUANTITIES AND SEE NOTES I AND 2 THIS DESIGN PRESSURE(PEF): 34.4/-38.3 MAX HEIGHT: 14' B TOP SECTION SHALL BE INSTALLED R TOP OF LMR SH11W FOR GLAZING IMPACT/CYCUC RATED YES MAX SECTION HEIGHT: 21' TOP BRACKETS. B 10. IN UEU OF THE SHORT PANEL EMBOSSMENT SHOWN, LONG PANEL EMBOSSMENT, 12 PANEL EMBOSSMENT R NO EMBOSSMENT MAY BE USED. nm BRACKETS OMEASUREDDIMENSIONS. :. CiI O03[ I:IIFiIQl[/R:IIiilEi 7LS[IIEi1 7Lf[!L•IIFillf•YQt.IIFil.]I[QL•.GFiIEimLfl[6:IIFi O 1 l2mffi= sf e:: a[a7L1c Y L i-.aIlaaa si c :arL11[e ' a cEIIeF alarr ca Y rnr a es ae satasa l[aas[an tm:[ea y[ea'a a e m NODE- JB- US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WTN 1/4-20x9/I6' TRACK BOLT AND NUT AS SHOWN ABOVE, ALL DOORS GREATER THAN 8' IN HEIGHT REWIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE SERIES 170-177, 180-187 LOADS ON SUPPORTING STRUCTURE WDTN HEIRT UNIFORM LOAD EACH JAMB (PLF) 17'-0' ALL 292.4/-325.6 18'-O" l ALL 1 309.8 -3H.7 1 0 1 0 N ur—-. w nuMBEPe: s .25 . 2a1 TO . 600 +.00e/-.00.1 .X OWOI .500 OJ S .01 ME1SUi A1C EACH t t/1e WIGTES: t .a• 4 3 MARK A. SAWICKI, PE 2501 S. STATE HWY 121, SUITE 200 LEWISVILLE, TX 75067 FL PE 72613 TX PE 106291 A PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICAnON OF WIND LOAD CONSTRUCTION DETAILS, RRTY OF OVDPHFAD DOOR CORPORAnON AND ns AFFILIATED COMPANIES. THIS DRAWING OUT ME PROR WIITT11 CONSENT OF OrTPo1FA0 DOOR OIRPo 1104. NO OLSCLOSURE OF yFyORy.,IFIY PURPOSE WTK%IT THE SPECIFIC WOKEN C NS iT OF OVERH MR CORPOMTION. TM LI• A G. TAYLOR 10/15/10 SERIES 170, 18OWL w57, 18' MAX WIDE NONE M. SAIWCKI 10/25/10 ( D- 41 T 052 F. TJONC 11 /2J/10 ac N.T.S. 2 1 — a 8 7 6 5 4 3 D NOTES 13 GA ROLLER SLIDE ATTACHED TO BRACKET NTH 5/16-18 BOLT @ NUT IN CENTER SLOT AND 1/4-20A9/18' mime c)L lIVmBFd'1m IMF//>,^!In4T TRACK BOLT @ 1/4-20 HEX NUT THROUGH ANY TWO ALIGNING HOLES f _ 1V I D JL dd L 6lH 2) 13 GA COMMERCIAL 'A' FRAME TOP BRACKETS EACH , ATTACHED INTH (4) I/4-14x7/8' IIry 1 IIuI'ppI (8) SECTION DOORS SELF DRIWNG CRIMPTITE SCREWS ' / a ADD (2) 1/4-14.7/8' SELF DffiiIWNG CRIMPTITE SCREWS DETAIL A INSDE OF EACH INSIDE END HING411TAI'L 77' 14) 2' STEEL ROLLER WITH 9' GRADE1144OREQUIVALENTSTEMAND7/18• PUSHNUT AT EACH RglERLOCATION. 1/4'MAX BETWEENPUSHNUNT ANO BRACKET HINGE11( 6) SECR14GAHIDEBODYENO12) 3' 18 GA BHINGEATTACHEDPATH (4) LOCA1/4-i4N5/8' SELF TAPPING SCRE C 5) SECTION DOORS 10) 3' 18 GA 80 KSI U- e LOCATED AS 14 GA WIDE B00Y Ae' INTERMEDIATE HINGE 3 ATTACHED (4) WITH TAPPPING55CREW5 S4) SECTION DOORS NTH 8) 3 18 GA 80 KS U-BARS DETAIL C LOCATED AS SHOWN 12 GA EXTENSION BRACKET ATTACHED KITH (3) 1/4-14.]/8' SELF DRIWNG CRIMPPTE $CREWS y 2 THROUGH STRUT AND BRACKET 14 CA 80TTOM BRACKET ATTACHED WITH (2) 1/4-14X7/8' SELF DRILLING CPoMPRIE SCREWS THROUGH B 57RUT AND BOTTOM BRACKET AND (1) 1/4-14X5/8' SELF \ DRIWNG TAMPER RESSTANT SCREW DETAIL D EXTER11FRAME 0 ME SCREW ATTACH U-BAR WITH 2) 1/4-14N7/8' SELF DRILLING CRIMPTITE SCREWS AT EACH STILE LOCATION, TYP. IRBONATE 1p-BFdu'i/ REF owc usm on 6 5 4 WITH 18) 3' 18 GA 80 KS U-BARS LOCATED AS SHOWN 1 Ito ki 7) SECTION DOORS PATH 3' 18 CA 80 KSI U-BARS LOCATED A$ SHOWN ON DOORS w 0 KS U-BARS NTHBAR$ SHOWN N..— S .V X t .I Xa b .a NITAES: A .6 I 2 1 REVISIONS m n MARK A. SAWICKI, PE 2501 S. STATE HWY 121, SUITE 200 LEWISVILLE, TX 75067 FL PE 72613 TX PE 106291 APROFESSIONALENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WIND LOAD CONSTRUCTION DETAILS. PEHIY GF 0l 11FAD DOOR CORPORATION A40 ITS AFILATED COAPANIES. THIS DRWANG OUT THE PRIOR WPoREN CONSENT a DAlb" COON CORPOIATKN. NO g5CLD5U4E OF FOR ANY PUFPM I ITHOUT THE SKCInK WRITTEN CDNWNT OF DOOR CORPORATION. 1 SERIES 170. 180WLG. TAYLOR 10/15/10 WS7 18' MAX WIDE M. SANG Io/2s/10 D-411052NONE F. TJONC 11 /23/10 rrc N.T.S. 2 1 1070 Technology Dr. N. Venice, FL 34275 Tel. 941-480-1600Topgtindustries.com Product Evaluation Report Hate: June 9, 2015 Product Description: Single Hung, Series 5400 FL 1435.5 Florida Product Approval #: 1435 Manufacturer: PGT Industries 1070 Technology Dr. North Venice, FL 34275 941) 486-0100 Statement of Compliance: The product listed in this evaluation report, meets the requirements of the Florida Product Approval Rule, 61G20-3. This product complies with the requirements of the 5th Edition of the Florida Building Code, 2014. Technical Documentation: Elevation, anchorage/installation drawings and Test Reports: Drawing # : FPA-5400.0 Test Report(s): FTL-7942 FTL-7944 FTL-7946 FTL-7945 FTL-7943 FTL-7947 FTL-7948 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1. Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2. This product is not Impact Resistant and requires shutters in windborne debris regions. 3. This product is not for use in the High Velocity Hurricane Zone (HVHZ). Certification of Independence: A. Lynn Miller, P.E. is employed by PGT Industries, and therefore has a financial interest in the company or any company manufacturing or distributing products for which this report is being issued, but does not, nor will aquire a financial interest in any other entity involved in the approval process of this product. B, SEESHEET3 MAX. BUCK WIDTH SEE TABLE 128' ITMAXMAX.. ` O.C. A, SEE SHEETS12 MAX. 17. WrMAX. O.C. O MAX. BUCK HEIGHT SEE TABLE 1 X A MAX. O.C. Al G12 B _ NO ANCHORS AT SILL ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL- LITE CONFIGURATION MAX. BUCK WIDTH ---. SEE TABLE 1 28' MAXB. SEE O. C. SHEET3 A. SEE ITMAX V C. S SHEET3 1_ BHEET 11e67•MAX. oA. 4• MAX. MAX. BUCK O.C. HEIGHT SEE Q TABLE 1 X y GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT, VINYL SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1-1(P THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-17 THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 114- SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRINGAPPLIED LOADS, WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIN LOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE. THE 33.113" A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIAIS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. MAX. BUCK WIDTH _a1 SEE TABLE 1 r 2' MAX. E -- r— 4'MAX. O.C. a r 41 L I / Q I / MAIL BUCK HEIGHT SEE n TABLE 1 D — 2' MAX. --I r NO ANCHORS AT SILL ELEVATION FOR TYP. FLANGE FRAME, ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION COTTAGE SIMILAR) ( SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) Window Buck Size Width Height Configuration Rein( Lawl DesignPressure Certification CAR) Number Pd Pat40" 63' Equaldite R4 50.0 70.0 190-1022 36" 62" Equal-lite R4 50. 0 50.0 190-1027 36" 62" Std. PmV'lew 36" 67- 9/16' Custom Sash 52-118" U. Equal-lite R7 50. 0 50.0 190-1021 52-1/8" U. Std. ProVew 52-1/ 8" 91-13116" CusoIn Sash 52-1/ 8" U. Equal-I@e R2 65. 0 70.0 190-1026 52-1/8" 1" Std. ProView 52-118" 91-13116' Custom Sash UUT CERT. OF AUTM. e29268 1070 TECHNOLOGY DRI' N. VENICE, FL 34275 941)-480- 1600 VINYL SH WINDOW FPA (NON -IMPACT) GENERAL NOTES & ELEVATIONS , SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. SH-5400 1 1 NTS 1,.zI t OF4 lail FPA-5400.0 lazl I I "`b.E.6>o5 Anchor Substrate Min. Edge Distance Min. Embedmem 10 SMS steel, 18-8 S.S. IX 410 S.S.) Max. DP of 60.0 P.T. Southern Pine (SG=0. 7/16' 1 Steel, A38 3/8" 0.05T Steel Stud, A653 Gr. 33 3/B" 0.0348" (20 Ga.) AMmillum, 6063-TS 3/Ir 0.0713' 14 Gee. 12 SMS steel, 18-0 S.S. IX 410 S.S.) P.T. Southern Pine (SCv0.55) 9118" UNS' Steel, A38 3/8' 0.050' Steel St d, AM Gr. 33 3/8' 0.0346- (20 Gee) Alumim1m, 6063-TS 3/8' 0.0713" 14 Ga. 3/16" Ultracon steel) Max. gP of Mc P.T. Smdwm Pile (SG-0.55) 7/16" 11VT Concrete (min. 2.85 ksi) V 13/8' Ungmted CMU, (ASTM C-00) 2-1/2" 1-114" 1/4' Ultr4con steel) P.T. Smthem Pine (SG-0.55) 1" T. I Concrete (min. 2.85 ksi) 1" 1-&4' Ungmuted CMU, (ASTM C-00) 2-1/2" 1-114" Concrete (min. Z85 ksi) 2-1/2' 1 Y4' 114" Crate -Re x 410 S.S.) P.T. Southem Pis G•0.55) 1' 19/8" Concrete (min. 3.35 ksi) 1" 13r4" Ungmted CMU, (ASTM C-00)2-12" 1-114" Cocreate . k 21--11/22" m33. kssi 1/4"AggreGetar P.T. Smthern Pine (SG=0.i55) Lln=uled CMU,(ASTM C-N 2" 1 1-1/4- 3/4' NOM. — 1/8' ANNEALED OR f VA — TEMPERED GLASS 1/2" AIR SPACE 7/8" ANNEALED OR TEMPERED GLASS DURASEAL. SUPERSPACER OR CARDINAL XLEDGE Min. Edge MW Andwr Substrate Distance Embedment 2-117 z Co Ptah P.T. Southern Pine (SG=.55) 9&16" 2-7/16' Max.DI 50.0 x. DPof50.0 2-1/ 2" x .131" Ring -shank Nail P.T. Southern Pine (SG=.55) 9116' 2-7/16" 2-1/ T x A45' Roods Nail P.T. Southern Pine (SG=.55) 9/16' 24/16' P.T. Southern Pine (SG=.55) 314' 1-3/8' 10 SMS Aluminum, 8063- T5 3/6" 0.0713" (14 Ga.) steel, D S. S.S. 4 10 S.S.) Steel Stud, Gr. 33 318" 0.0348" (20 Ga.I Steel, A36 B' 0.D50' ANCHOR NOTES 1)'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) PANHEAD, FLATHEAD OR HE%HEA0 ARE ACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 Tt4 ADS EXTEND BEYOND THE METAL SUBSTRATE. GE-770D OR 1 SILICONLICONE112' NOM. GLASS BITE ITE TYPa TYP. GLAZING DETAIL SIMILAR MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. j WIDTH WIDTH {-— T r O 2 PoausroP EgNLiPE srgwr+l 1 aaovaw,wei snowrn7/8' NOM. 7/B' NOM. 3/16" ANNEALED OR TEMPERED GLASS 5/16" A/A PVB 5116" A7A PVB 3/8" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/16' ANNEALED OR 1/8" ANNEALED OR V3116"ANNEALEDOR TEMPERED GLASS TEMPERED GLASS MPERED GLASS OURASEAL, DURASEAL, OURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER_ OR CARDINAL OR CARDINAL _— OR CARDINAL XLEDGE XLEDGE — - XLEDGE Reinforcement Up erLite Lower Lite Level Bottom Rail Top Rail Bottom Rail SideRails Ri B A A A R2 C A A A R4 B A A N/A PVB INTERLAYER MANUFACTURED BY DUPONT INC. GLAZING TYPES REINFORCENT TYPE A REINFORCENT TYPE 8 REINFORCENT TYPE C h VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14' .. A GLASS/ ANCHOR OPTIONS om J ROSOWSKI GERT. OF AUTH. e2829fi 1070 TECHNOLOGY DRIVE pg N. VENICE, FL 34275 941)-480. 1600 dSH-5400 NTS 20F4 g 0z FPA-5400.0 y A.L PNENI05PE. EDGE DISTANCE SHOWN ffiBSTRATE INSTALLETHROUGH IX BUCKSTRIP EMBEDMENT F ANGE SHOWN SHOWN FRAMEINSTALLED INSTALLED SHOWN DIR TTO SUBSTHROUGH IX EMBEDMENT EMBEDMENT ----; SUBSTRRATE BUCKSTRIP 1 EDP / EDGE DISTANCEDISTANCE / j OPT. SASH TOP / - I / / EDGE e 6 1J LIFT RAIL _ EXTERIOR DISTANCE a — FLANGE --- EQUAL FRAMp SHOWNEf — BUCK WIDTH I FLEG RAME HORIZONTALSECTION A -A SHOWN BUCK HEIGHT EQUALLEG FRAMESHOWNVERTICALSECTION B-B OPT. SASH BOTTOM LIFT HANDLE/LOCK J NO ANCHORS REOUIRED INFLANGEOR EQUAL{EG FRAME SILLS INSTALLATION NOTES 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'. 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE TYPES. OTHER FRAMEINSTALLATIONTHROUGH EXTERIOR THE FRAME, INTO METAL VINYL SH WINDOW FPA (NON -IMPACT) a 12/13/14 !! - FLANGE 8 EQUAL-LEG/BOX FRAMES =m J ROSOWSKI U 6 Co)15 CERT. OF AUTH. p2B298 "^'.: _ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 n 941 ) 480. 1600 SH-5400 , NTS Y 30F4 of FPA-5400.0 i A. LYNN MILLER, P.E. PE.I 58T05 SHOWN INSTALLED ~ EDGE DISTANCE THROUGH THE FRAME J-FRCHANNELSHOWN BUCKHEIGHT EXTERIOR a FINFRAMESHOWN J EIDISI OPT. SASH TOP LIFT RAIL SHOWN INSTALLED THROUGH THE FRAME SHOWN INSTALLED THROUGH THE INTEGRAL FIN AENT y FRAME I _.__I M••'• L -- BUCK WIDTH SHOWN ' HORIZONTAL SECTION C-C OPT. SASH I II /QBOTTOMLIFTLL„// t$'}p/ J HANDLE/LOC1( EXTERIOR F FRAMEIN EkYEft4 SHOWN C _.._.... INSTALLATION THROUGH INSTALLATION THROUGH THE INSTALLATION NOTES 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 1l4'. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN ANO/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. THE FRAME. INTO METAL INTEGRAL FIN. INTO METAL SHOWN — — EDGE INSTALLED - DISTANCETHROU THE _ T INTEGRAL FIN EDGE VINYL SH WINDOW FPA (NON -IMPACT) & 12/13/14 DISTANCE v J-CHANNEL & INTEGRAL FIN FRAMES e w J ROSOWSKI EMBEDMENT - VERTICAL SECTION D-D 1070 N. CERT. OF AUTH. R8298 e`8 TECHNOLOGY DRIVE Qg VENICE, FL 34275 - 941 480-1600 z SH-5400 N NTS 4 OF 4 FPA-5400.0 rc T NNMUL RALYNNMILLER, P.E. 1070 Technology Dr. N. Venice, FL 34275 Tel. 941-480-1600373. pgtindustries.com Product Evaluation Report Date: June 9, 2015 Product Description: Horizontal Roller, Series 5410 Florida Product Approval #: 1844 FL 1844.6 Manufacturer: PGT Industries 1070 Technology Dr. North Venice, FL 34275 941) 486-0100 Statement of Compliance: The product listed in this evaluation report, meets the requirements of the Florida Product Approval Rule, 61G20-3. This product complies with the requirements of the Sth Edition of the Florida Building Code, 2014. Technical Documentation: Elevation, anchorage/installation drawings and Test Reports: Drawing # : FPA-5410.0 Test Report(s): FTL-8024 FTL-8026 FTL-8027 FTL-8029 FTL-8030 FTL-8032 FTL-8033 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1. Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2. This product is not Impact Resistant and requires shutters in windborne debris regions. 3. This product is not for use in the High Velocity Hurricane Zone (HVHZ). Certification of Independence: A. Lynn Miller, P.E. is employed by PGT Industries, and therefore has a financial interest in the company or any company manufacturing or distributing products for which this report is being issued, but does not, nor will aquire a financial interest in any other entity involved in the approval process of this product. MAX. BUCK WIDTH _ B, SEE SEE TABLE 1 I SHEET 3 MAX. BUCK HEIGHT SEE ., TABLE 1 NEET X O 8• MAX. r- B 6• MAX 12-3W MAX. O.C. i- ELEVATION FOR TYP. EQUAL LEG/BOX FLANGE FRAME, XO CONFIGURATION, OX SIMILAR 2 ANCHORS @ e- MAX. O.C. IF THE WINDOW BUCK HEIGHT IS 63- OR LESS. 4 ANCHORS @ 4- MAX. O.C. IF THE WINDOW BUCK HEIGHT IS OVER 63'. IT MAX. O.C. IF THE WINDOW BUCK HEIGHT IS BY OR LESS. 14' MAX. O.C. IF THE WINDOW BUCK HEIGHT MOVER 63'. MAX. BUCK WIDTH $EE TABLE 1 B, SEESHEET3 D, SEE SHEET 4 MAX. O.C. MAX. BUCK MAX. BUCK / HEIGHT SEE HEIGHT SEE TABLE TABLE 1 y A. SEEAC. SEE C SHEET SHEET1 - 41 X Q A 3 T1 2-7/6 -mil 4• O 9• MAX. -+ J MAX. f MAX. O.C. 2-7/6' MAX. ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, XO CONFIGURATION, OX 8 XOX SIMILAR GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT, VINYL HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN I-1Ar THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-Mr THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EGR) OR ARCHITECT OF RECORD. (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATON ANCHORS SHOULD BE SEALED. OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX 1/4' SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REOl11RED DESIGN PRESSURE- THE 33-11J% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 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 BUILDING CODE FOR CORROSION RESISTANCE. MAX. BUCK WIDTH SEE TABLE 1 ---- MAX. O.C. (- MAX. 1 L 2.53• O.C. I I MA%.O C. X Q X 1 o ELEVATION FOR TYP. EQUAL LEG/BOX 8 FLANGE FRAME XOX CONFIGURATION MA%. SASH WIDTH=30.36' MAX. FIXED LATE (BUCK WIDTH - (2 X SASH WIDTH)) = MM.26' Window Buds Size I Configuration Reinf. Leval Design Pressure Certification CAR) NumberWidthHeightPdPd 75' 54- XO/OX Rl 50.0 SOLO 190-1044 75" 54" XO/OX R2 65.0 70.0 190-1043 75' 63" XD/OX R3 50.0 50.0 190-1042 75" 72' XD/OX R4 65.0 70.0 190-1041 120" 1. XOX(114-1/2-1/4) R3 SOLO SOLO 190.1045 92" 63" XOX(1/3113-1/3) 127 63" XDX(1/4-1/2-1/4) R4 65.0t 70.0 190-1073 sir 63' XOX(1/3413.1/3)] VINYL HR WINDOW FPA (NON -IMPACT) 0 1211311 m GENERAL NOTES 8 ELEVATIONS =m J ROSOWSKIFff. ^ 1070 TECHNOLOGY DRIVE g N. VENICE, FL 34275, - 941 }480-1600 .0 HR-5410 NTS 1 OF4 oz FPA-5410.0 15.66' MAX. O.C. T A A Anchor substrate Mtn. Edge Distance Min. Embedment 10 SMS steel, 188 S.S. or 410 S.S.) Max. DP of 60.0 P.T. Southern 7/18" 1 Steel, A36 3/8" 0.050' Steed Stud, A653 Gr. 33 3/8" 6.0346" (2O Ga.) Ahxninum, 8083-TS 3/8" 00713' 14 Ga. 12 SMS steel, 1B8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16' 18/8" Steel, A36 3/8" 0.050' Steil Slird, A853 Cx. 33 3/8" 0.0318' RO Ga.) Aluminum, 8083-T5 3/8" 0.0713' 14 Ga. 3/16" Ultracon steel) Max. DIR of 50.0 1/4' Ultracon steel) P.T. Southern Pine (SG=0.55) 7116' 13/8" Concrete (min. 285 ksi) 1' 1J/8" Unpouted CMU, STM C-00) P.T. Swlhem Pine (SG=0.55) 2-1/7 P 1-114" 1J/8' Concrete (min. 2.85 ksi) 1" 1-Y4" Ungouted CMU, (AST. C80) 2-11T 1-114" Concrete (min. 285 ksi 2-1/7 i-3/4- 1/4" Creteefkx 410 S.S.) P.T. Southern Pile (SG-0.55) 1' 1318' Concrete (min. 3.35 ksl) 1" 1314' Ungrouuted CMU, (ASTM C80) 2-1/Z' 1.114' Concrete min. 3.35 ksi 2-117 134' 1/4'Aggre-Gale iB8 S.S.) Crete Iin. 3.275 ksi 1-1/7 13/8" P.T. SouOcem Pine (SC>+0.55) 1' 1-Na" Un uted CMU, STM C80 2' i414" Min. Edge in. Anchor Substrate Distance Embedment 2-117 x .131" Comem l Nail P.T. Southern Pine (SG=.65) 9/16' 2-7116' Max. DP of 50.0 2-1Z x .131" Rirgshank Nail P.T. Southern Pine (SG=.55) 9/16' 2-7/16' 2-1/2' x .14S RooAng Nail P.T. S—hon, Pine (SG=.55) 16' 2-7116" P.T. Southern Puce (SG=.55) 314' 18/8' 10 SMS Aluminum 6063-T5 31W 0.0713" (14 Ga.) steel, 18-8 S.S. Steel Stud, G, 33 3'8" 0.0346" (20 Ga.) or 410 S.S.) Steel, A36 318' O.OSP ANCHOR NOTES: TABLE 4: REINFORCEMENT TYPES 1)-UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU Reinforcement APPLICATIONS. Vent Meeting 2) PANHEAD, FLATIIEADOR Level 4sides) Rail HEXHEAD ARE ACCEPTABLE. R1 A D 3) ANCHOR LENGTH TO BE SO THAT R2 A E A MIN. OF 3 THREADS EXTEND R3 B E BEYOND THE METAL SUBSTRATE. Rd, C F 314- NOM. (- 3/4' NDM. 7/8' NOM. i - { 718 NOM. 1/8" ANNEALED OR 3116" ANNEALED OR I I TEMPERED GLASS TEMPERED GLASS 6/16" A/A PVB -- ' 5116" A/A PVB --- 1/2' AIR SPACE 3/8' AIR SPACE 7/16" AIR SPACE 3/8' AIR SPACE 1/B' ANNEALED OR 3/16" ANNEALED OR 1/8- ANNEALED OR 3116' ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, • DURASEAL, ek DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER I SUPERSPACER_ N] OR CARDINAL OR CARDINAL OR CARDINAL ' OR CARDINAL XL EDGE - XL EDGE XL EDGE XL EDGE GLAZING TYPES GE-n(A OR DOW-791 SILICONE a 10 NOM.Guss EXTERIOR BITE TYP. a TYP. GLAZING DETAIL PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA INC.) y VINYL HR WINDOW FPA ON -IMPACT) 1Z73/14 GLASS/ANCHOR OPTIONS oe J ROSOWSKI e8 CERT.OF AUTH. x29296 1070 TECHNOLOGY DRIVE01 N. VENICE. FL 34275 941)-480-1600 a HR-5410 NTS f 2 OF 4 o z FPA-5410.0 6 V REINFORCENT TYPE A U L REINFORCENT TYPE B REINFORCENT TYPE C REINFORCENT TYPE D REINFORCENT TYPE E L U REINFORCENT TYPE F 6faiS = A. LYNN MILLER. P.E. RE x.1. EMBEDMENT EDGE J-CHANNEL _ DISTANCE FRAME SHOWN i INSTALLATIONTHROUGHTHE INTEGRAL FIN, INTO METAL FIXEDLIM 1CHANNELFRAMESHDWN BUCKHEIGHT EXTERIOR na I G SASBLE INTEGRAL _--_ FINFRAMESHOWN I EMBEDMENT - VERTICAL SECTION D-D SASH WIDTH OPERABLESASH FIXEDLITE EDGEOISTANCE ----i EMBEDMENT EXTERIOR BUCK WIDTH HORIZONTAL SECTION C-C XO OX 8 XOX SIMILAR) INSTALLATION NOTES INTEGRALFINFRAMESHOWN i) SEE SHEET i FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO, 1/4'. 4) GLASS SHOWN I$ FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. FINFRAME o SHOWN -- EXTERIOR '. INSTALLATION THROUGH THE FRAME, INTO METAL JAMB SHOWN, HEAD A SILL SIMILAR) VINYL HR WINDOW FPA (NON -IMPACT) 12/13/14 J-CHANNEL 8 INTEGRAL FIN FRAMES = J ROSOWSKI pA GERT. OF AUTH. M29298 1070 TECHNOLOGY DRIVE . N. VENICE, FL 34275 p aLYNNMaLEa. F.E. 941}480-1600 d HR-5410 N NTS < 40F4 z FPA-5470.0 o-`- P.E.Y SB>05 1070 Technology Dr. N. Venice, FL 34275 Tel. 941-480-1600Y8pgtindustries.com Product Evaluation Report Date: June 9, 2015 Product Description: Picture Window, Series 5420 Florida Product Approval M 5012 FL 5012.10 Manufacturer: PGT Industries 1070 Technology Dr. North Venice, FL 34275 941) 486-0100 Statement of Compliance: The product listed in this evaluation report, meets the requirements of the Florida Product Approval Rule, 61G20-3. This product complies with the requirements of the 5th Edition of the Florida Building Code, 2014. Technical Documentation: Elevation, anchorage/installation drawings and Test Reports: Drawing # : FPA-5420.0 Test Report(s): FTL-7959 FTL-7891 FTL-8167 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1. Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2. This product is not Impact Resistant and requires shutters in windborne debris regions. 3. This product is not for use in the High Velocity Hurricane Zone (HVHZ). Certification of Independence: A. Lynn Miller, P.E. is employed by PGT industries, and therefore has a financial interest in the company or any company manufacturing or distributing products for which this report is being issued, but does not, nor will aquire a financial interest in any other entity involved in the approval process of this product. GENERAL NOTES: SERIES 5420 NON -IMPACT RESISTANT, VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGCODE. 2) ALL WOOD BUCKS LESS THAN 1-1lY THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE EB, SEEDESIGNEDTOPROPERLYTRANSFERLOADSTOTHE STIR LAUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS SHEETSE THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD. (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT EMBEDMENT, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGFLASHING STRATEGY FOR A. SEE WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE SHEET 3 INSTRUCTIONS. 4) MAX. 1/e' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 15 MAX. O.C. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN T} DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS I INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR B THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Window Buck Size Design Pressure Cerdflcadon CAR) NumberWidthHeightPsiI-) Pet 120" 60" 70.0 70.0 190.1017 96" 63" 50.0 50.0 190-1011 MAX. BUCK WIDTH SEE TABLE 1 MAX. BUCK WIDTH SEE TABLE i 1"MAX 8' . r MAX. D, SEE a' MAX. O.C. I" MAXO.C. 1 SHEET4I C. SEE SHEET4 / J/ A / C MAX. BUCK / MAX. BUCK EIGHT. SEE HEIGHT. SEE H TABLE 1 -- • TABLE 1 4- MAX. O.C. 8' MAX D 2' MAX. TYP. EQUAL-LEGBOX & FLANGE TYP. INTEGRAL FIN & J-CHANNEL FRAME ( SHAPES SIMILAR) FRAME (SHAPES SIMILAR) SHAPES MAV BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAWING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. 11„ I:uI:; VINYL FIXED WINDOW FPA (NON -IMPACT) 0 12/13/14 GENERAL NOTES & ELEVATIONS m J ROSOWSKI s$ '' I.CFG': 107O TECHNOLOGY DRIVE N. VENICE, FL 34275 - ' -REII11. .. PW-5420 NTS 1OF4 0 FPA-5420.0 A- LYNN MILLER. P.E. 941} 460-1600 P.ES SBms Anchor Substrate Min. Edge Dismnce Min. Embedment 1 steel, 18-8 S.S. a 410 S.S.) Maz. OP of 590 P.. Southern Pine .55) 16" 17T8" Steel, A36 3/8" 0.050' Steel Stud, A853 Gr. 33 3/8' 0.034V (20 Ga.) Aluminum, 6083-T5 3/8' 0.0713' 14 Ga. 12 SMS steel, 188 S.S. a 410 S.S.) P.T. Southern Pine (SG=0.55) 9/10" 13/8' Steel, A38 3/9' 0.050' Steel Stud, A653 Gr. 33 3/8' 0.0348' (2D Ga.) Alumimrm, 6083-T5 3/8" 0.0713" 14 Go. 3/16" Ultracon steel) Max. DP of 50.0 P.T. Southern Pine (SG=0.55) 7116' 13rB' Concrete (min. 2.B5 ksi) 1" 1318" Un ted CMU, (ASTM C-80) 2.1rr 1-114' 1/4" Ultncon steel) P.T. Southern Pine (SG-0.55) 1' 1-3+8' Concrete (min. 2.85 ksi) 1" I-Y4" Ungmuted CMU, (ASTM C-00) 2.12' 1-1/4" Concrete (min. 285 ksi) 2-1/2" 1314* 1/B Cmtefkx 410 S.S.) P.T. Southern Pine SCs"0.55) 1' 1.Y8" Concrete (min. 3.35 ksi) 1' 1314' Ungrouted CMU, (ASTM C-W) 2-112" 1-114' Concrete min. 3.35 ksl 2-i/2" 1-W4" Concrete (min. 3.275 ksi) 1-1/P" 13/8" 1/4" Aggre-Gates 18-SS.S.) P. T. Southem Pine (SG-0.55) 1" 1;V8" Ungrouted CMU,(ASTM C80 2' 1.1/d" Min. Edge Min. Anchor Substrate Distance Embedment. 2- 1/2' x .131" Common Nail P. T. Southern Pine (SG=.55) 911E 2-7/16' Maz. DP of 50.0 2- 10 z .131" Ring4hm* Nail P.T. Southern Pine (SG=.55) 9116' 2-7116' 2- 1 2' x .145' Roofing Nail P.T. Southern Pine (SG=.55) 9/16' 2-7116" P. T. Southern Pine (SG-.55) 314' 1-16" 10 SMS At — in—, 6063-T5 3/8' 0.050" steel, 188 S.S. a 410 S.S.) Steel Stud, Gr. 33 3!8" 0.0346' (20 Gal Steel, A36 3I8' 0.050' ANCHOR NOTES: 7/ 8" NOM. i — 7/B• NOR — i) LNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 5/ 16" A/A PVB 5116" A/A PVB 2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE. 7/ 16' AiR SPACE 3/8' AIR SPACE 1/ 8" ANNEALED OR 3116" ANNEALED OR 3) ANCHOR LENGTH TO BE SO THAT TEMPERED GLASS TEMPERED GLASS A MIN. OF 3 THREADS EXTENO BEYOND THE METAL SUBSTRATE. DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL XL EDGE XL EDGE 7/ 8' NOM. 118" ANNEALED OR _ 3/16' ANNEALED OR _ 1/4" ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS EXTERIOR 1-NOM.GIASS BITE TYP. 5/8' AIR SPACE 1/2" AIRSPACE — 1/2' AIR SPACE Y' GE- 7700 OR DOW-791 SILICONE 118' ANNEALED OR 3116" ANNEALED OR a 114- ANNEALED OR i aTEMPERED GLASS TEMPERED GLASS TEMPERED GLASS IInIII DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE GLAZING TYPES TYP. GLAZING DETAIL PVB INTERLAYER MANUFACTURED BY DUPONT INC. IAKA KURARAY AMERICA INC.) ` VINYL FIXED WINDOW FPA (NON -IMPACT) 12/13/14 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH-4-5/1Er mGLASS/ ANCHORS OPTIONS a JROSOWSKI HEIGHT: BUCK HEIGHT -4-6/16' ® - VISIBLE LIGHT WIDTH OR HEIGHT CERT. OF AVTH. i129298 - '-'- ALSO REFERRED TO AS DAYLIGHT - OPENING) IS MEASURED FROM 1070 TECHNOLOGY DRIVE n ', BEADING TO BEADING- N. VENICE, FL 34275 - ¢o •, N W 1 941 ) d80-1600 PVJ-5420 NTS t 2 OF 4 z FPA-5420.0 ¢ A. LYN MILLER, P.E. P. E i 54706 EDGE DISTANCE-r---- SHOWNINSTALLED EMBEDMENT EMBEDMENT THROUGH/% r' EMBEDMENT BUCKSTRW SHOWN SHOWN '- INSTALLEDTHROUGH1X BUCKSTRIP DISTANCE OISTASTANCE Boa THICKLG_, clD7/6'THICK I.G. SUIPAfE, 7/8' THICK I.G. 1 FLANGE I EXTERIOR FRAME EOUAL- L% SHOWN ' v BUCK WIDTH FRAME ~ BROWN I j j I i BUCKHEIGHT HORIZONTAL SECTION A -A I SHOWNINSTALLEDTO INSTALLATION NOTES: SHEET 1 FOR SPACING REQUIREMENTS, DIRECTLY ___ METAL 2)SEE2) SEE TABLES) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. i 3) MAX SHIM THICKNESS TO BE 1/4'. 1' THICK LG. SUBSTRATE - 41GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. EXTERIOR T oD 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. a OI_ SHOWN FLANGEFRAME EXTERIOR SHOWN 1-1v INSTALLED EQUAL- ' DIRECTLY TO LE X SUBSTRATE IIIISHOWNJ i fi:i7 J EMBEDMENT VINYL FIXED WINDOW FPA (NON -IMPACT) o0 12/13/14 FLANGE 8 EQUAL-KEG/BOX FRAMES oJ ROSOWSKI U BsEDGE DISTANCE CERT. OF AUTH. t/2929fi VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE o N. VENICE, FL 34275 SPW- 5420 A. LYNN MILLER, P.E. L941)-480-1600 N NTS 3OF4 FPA-5420.0 r< PX158705 SHOWNINSTALLEDTHROUGHTHE EMBEDMENT SHOWN EDGE DISTANCE J f INSTALLED - INTEGRAL FIN EMBEDMENT IllL_ INSTALLEDTHROUGH THE FRAME THROUGHTHE JLFH AMHr1EL SHOWN I— J I i EDGE DISTANCE E I'\ DISTANCE INIEGRAL FIN i I E EMBEDMENT 1' THICK I.G. Ell a i O I j 1CWINNEL ' FRAME INTEGRAL o FINFRAMEOOu SHOWN EXT(E 7RyIOR 7/5' THICK I.O. O SHOWN S' THICK I.G. BUCK MOTH — HORIZONTAL SECTION C-C BUCKHEIGHT EXTERIOR a 1' THICK I.G. SHOWN ( v L , ` INSTALLATION THROUGH 0 It U SHOWN THE FRAME. INTO METAL INSTALLEDTHROUGH THE FRAME INTEGRAL FIN + FRAME I — SHOWN -- ) C EMBEDMENT EDGE DISTANCE (--- VERTICAL SECTION D-D INSTALLATION NOTES 1) SEE SHEET 1 FOR SPACING REOUREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO RE 1/d'. dI GLASS SHOWN I$ FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQVIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. SHOWN INSTALLATION THROUGH THE J/L INTEGRAL FIN, INTO METAL 1 VINYL FIXED WINDOW FPA (NON -IMPACT) a 12113/14 J-CHANNEL 81NTEGRAL FIN FRAMES& J ROSOWSKIIS 6 I,o IIS CERT. OF AUTM. lR9188 1070 TECHNOLOGY DRIVE g N. VENICE, FL 34275 A - L N 941)480-1600 .PW-5420 N NTS 2' 4OF4 0° FPA-5420.0 A. LYNN MILLER, P.E. P.E.tl 58105 1070 Technology Or. N. Venice, FL 34275 I Tel.941-480-1600 t: 22017G:,7 pgtindustrie.s.com Product Evaluation Report Date: February 23, 2015 Product Description: Mullions, Series 5400/5500 Florida Product Approval #: 17519 Manufacturer: PGT Industries 1070 Technology Dr. North Venice, FL 34275 941) 486-0100 Statement of Compliance: The product listed in this evaluation report, meets the requirements of the Florida Product Approval Rule, 61G20-3. This product complies with the requirements of the 2010 Florida Building Code. Technical Documentation: Elevation, anchorage/installation drawings and Test Reports: Drawing # : 6300FPA Test Report(s): FTL-8168 FTL-8169 FTL-8170 FTL-8171 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1. Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2. This product is Impact Resistant and does not require shutters in windborne debris regions. 3. This product is not for use in the High Velocity Hurricane Zone (HVHZ). Certification of Independence: A. Lynn Miller, P.E. is employed by PGT Industries, and therefore has a ri`ONN tliltll/! cEN SF No.58705 ST E OF fir * A. Lynn Miller, P.E. P.E. # 58705 FL Cert. of Auth. #29296 financial interest in the company or any company manufacturing or distributing products for which this report is being issued, but does not, nor will aquire a financial interest in any other entity involved in the approval process of this product. GENERAL NOTES UNCLIPPED 5400/5500 MULLIONS: USE THIS SHEET FOR^ hryUNCLIPPEDMULLIONS': 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SMALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL, DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 7) MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 1, 2 8 3 AS DEFINED BY ASTM E19%. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL 9) FOR ADDITIONAL MULLIONS. OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA PRODUCT APPROVAL #261. TABLE 1 _ 1Welon Capad Tabk (IbaM1 T.Sv;25x OpeNng Width FHeighlLgb127-1/4' 1W Num. AtllaMy TYDM TUM MRIIMn MNIw Ot Lly ARchnape l w—I 3250' R WI4 eEmtlaW NMwr100' S 5 m tan am6ller Nlmw 3 .ro.o leMs' amr a,v mn.m.acn •la ano IaMl11 cNuoR csv IyMes m 1 W rnM N1wt. I .820- t--{ SEE CAR 190-1078 FOR CERTIFICATION. 1.25-X 3.25'X.I= MULLION NOTES FOR UNCLIPPED MULLIONSIFRAME ASSEMBLY TUBE: 6 T5 ALUMINUM 1) NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. MULLION vnGTH IAXLION uAIL 1 1 J_ SEE SHEET 3 FOR MU1 TO W INDOW CONNECTION SINGLE VERTICAL MULLION 2) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS. SEE NEXT SHEET L COPENING WqM, 7r,TMM LI11, N MNLIjN r,1o. d MAY. —.- OPENNG WIO7H, MAX.127-IM' III II II 1 y 11 I L I11 IIII II III 1111 II I--OPEMNG WIDTH, MAX 121,M---1 MULTIPLE VERTICAL MULLIONS MULLION LENGTH, AODITX)NLL WIt001'IANCHOP __ EouFL1EG90:6{RAHGE FRN.FOS. F--__ _____.T SEE SHEETS FOR NPILFlNS 11 II 1CIWalEL FRN4E5 I Io•uAY. I ` hE c- IY--- ------------ I GPENING 1 HEIGNT, II II tT-tl•' I II t-tN' MLLLNJN LENGTH,_ I 1 r MPX.6Y OPENNG -7 -I MIALION HElfili. WDTH OPENING NI—. OPENNGHBM, t2i-tM' y m-+u• SINGLE HORIZONTAL MULTIPLE HORIZONTAL MULLION MULLIONS i) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS *FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. a) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). Z) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 1, 2 d 3 AS DEFINED BY ASTM E1996. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 9) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHAIEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL 10) FOR ADDITIONAL MULLIONS. OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA PRODUCT APPROVAL#261. OPENIW WIDTH TOR NS 8.13 V4DE ERTICRL W WON EC—LAR I I VER I — OPENING OLLION HEIGHT FOR LENGTH HORIZONTALIxu0N6 I 1N'WLLXN HORILLZONTAL WIOT1 IL- IGN - j H12a+TnL jLENGTH L w —1 ENGTH CROSS MULLION CONFIGURATION HDR¢auru wuxx+Ir w H HE. TFOR HORIZOMALtILLIOII I -!'wOTNWLLION-11_WIDTHM1LLpN mOPENING __.. IIII— OTH FOR VERTICAL OPENNG WIDTH WLLKIN FOR VERTIUL wIm—" TEE MULLION CONFIGURATION OPENING WIOTHt-1N' wLLION lr-wwTH i T — I I I UE 1 ONLENGTHi LSEESHEET3FORI LL TO WINDOW CONNECTpN SINGLE VERTICAL MULLION NOTES FOR CLIPPED MULLIONS. 1) FOR MAXIMUM SIZES, SEE TABLES 2A4A. 2) SEE SHEET 9 FOR INSTRUCTIONS ON USING TABLES 2A4A. 3) CLIPPED MULLIONS MAY BE USED FOR ALL WINDOW TYPES. FOR CLIP ANCHORAGE,USETHE SAME ANCHOR AS WINDOW ANCHOR. USE THIS SHEET FOR CLIPPED MULLIONS OPENNG otNTMwLLgN WLLpN NG woIN'wLL10N^ II lilt II II IIII I II IIII II Il IIII ll I I I Il IIII ll II IIII ll I '11111 II I—wLLgH LEW 1N—yI wm11IaN oPEiaHcHEMM l— SINGLE HORIZONTAL MULLION FOPENINGWIDTH MULTIPLE VERTICAL MULLIONS r—wLLKW LENGTH II II it l II II I I II 11 11 11 1.1N' J I tw_ wroTH Z oPENwGHET MULTIPLE HORIZONTAL MULLIONS CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR CLIPPED & UNCLIPPED , MULLIONS snuLaW RUSN snnuow RI1GN FncE cu+ Muu Fr,cE ua d I i X J 14 FunDE FFUAe s"wn+. iecreox rrr O BE iNGTKLEO ( AS AN EOUALLEGIBOX C M15TALIEp PS ARANGE Q FBAME (SEE FIG. ]I FRAME (GEE FIG. t) e oo EXTERIOR DEEP FLUSH I EXTERIOR uFAGEGXP. bLlf]B FIG. 1: 1.25" X 3.25" X .100" MULLION & FACE CAPS FIG. 2: 1.25" X 3.25" X .624" MULLION & FACE CAPS DEEP ExTEIWEo '!!t ,((1 , '111 IMYALSO BETIN MIAL FAC CAP OW. w05 EXTER—.flIOH. 1S IFF' TTT777 EOU- OX FRAME MOAN. MAv ALSO SE IN FTADS9AS A RANGE RAXIE (SEE RG. 1) EXTERIOR EPFWSM MAY ALGO TALLED MULL FACE AIT! FIG. 3: 1.25" X 3.94" X .624" MULLION & FACE CAPS NOTES FOR MULLION TO WINDOW ATTACHMENT: 1) RECOMMENDED ANCHOR LENGTH = MIN. 314' 2) USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL 3) PICTURE WINDOW WITH VERTICAL MULLION SHOWN. ALL WINDOW TYPES AND MULLION ORIENTATIONS APPLICABLE. 4) IF APPLICABLE, NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW FRAME. MEMBER BEING MULLED. FIG. 4: MULLION END CAP EXAMPLE MUUWN ENO GAP TO SPAN BOTn WRaOW5, 00HERE WITH SIIK(ME. i G EXTERIOR SIDE VIEW II. AY atM SEE CROSSSED110N MULLION / T- VMgOTPoMMNG E% AWLES. FIGS. f.]. FOP- WE1W W TO FRAMf ATTACHMEM. 18 B' VERTICAL MULL TO L- I TSa L MULLION END CAP RIGm PVC vc swE vlEw STRUCTURE FRO W_ NOTES FOR MULLION END CAP: 1) CHANNEL TO FM OR J- CHANNEL FRAMES. 2) REQUIRED AT HEADER AND JAMBS. PICTURE WINDOW WITH VERTICAL ALMULLION SHOWN, ALL TII TYPES AND MULLION ORIENTATIONS APPLICABLE. USE THIS SHEET FOR CLIPPED MULLIONSo DETAIL DETAIL B: MULLION TO 2X WOOD BUCK "4'1L1ON MULLION ATTACHED TO IX wcfsiRw Tm.AnclwR` OR WOOD FRAMING WOOD BUCK AND MASONRY AND sie OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ear oTnERs n m 1 snEST ,. ,ll a q-`' V J 1 p /° jv \'I 1 NW 2.7K4E Z EO ER I\I CONLREfE OfI CAU .. LgSrNILE, O iS - OR e 1 1 SEES TADLES —IQ EDGE I \ EDGEOISTMICE t8d8 LL CLIP M4T BE' \\" I1 \ /-- DIGT— v " 1 fOR w50Mr 8 usTAUED er I Fnrs wooD '. 11 •NcnORs Q o E SIDE VIEW m Z m ITIIERTE O f L) e n \ \ OFFSET MILL z Ir i iRyv0.1P I.NY BE Z Q' Y EXTERIOR / \'/VI - IKSTN.LED eY n N ENg a a < ZJ w O V o i Tr ~OFFSET wvls m+anRs \ RECpO.ElIDEO fOR \ 1 W J 1EXTERIOR RUr nur ALw BE — o ~ h N a F]UI.E TYPES. N Z N+aaa o o O PER SUBSTRATE. C N O r SEE TABLES m.ANCROR ; TYP.AnnwR —RATE. wOtSTRIP PFA SUBSTRATE. SEEEOGE'ENO ALB 7SEErIBLE53B-Le NE SEETSTMICE I Br mHS' _ I ABIES ENBEDMDft SEE NDTE,. AND J•/ '— Al IYn21K4CONCRETEORCMU• O NERS. sEE NOTE'' MALan FRONT VIEWi SIDE VIEW SEE se ET r FOR HOLE LowiaNs NAr use eE lnsrALLEO rNo,oRORECILYTOIMSIXNY. FRONT VIEW FEn wesrRATe. INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCI4OR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-C. EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. d) WOOD BUCKS ARE OPTIONAL, SEE DETAIL B. THIS SHEET. SEE iABLEs — LlW 1.t%EOR EMBEOI.EM ULLKwS MN 2] 1I51 CONCJIETE OR CNI FRONT VIEW DETAIL C: FIELD -MODIFIED MULLION CLIP F-CLIP) SEE DETARS A88. X. TO SVEgf1C ISlR9TMlE5N DETAIL D: ANGLE MULLION CLIP ANGLE CLIP) USE THIS SHEET FOR DETAIL E: CLIPPED MULLIONS MULLION TO MULLION INTERSECTION ULLIP NOTES FOR INSTALLATION OPTION E: vuuEs 1) MUWONS MAY BE INSTALLED IN TEE' OR'CROSS' CONFIGURATIONS. 2) U-CLIP MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. TOP VIEW wuwN ES se-oae wLUCNr Lu-IF EDDDR E EXTERIOR FRONT VIEW DETAIL F: MULLION ATTACHED TO STEEL STUD STANDARD CLIP SHOWN) IMrownco. srEEE, sl—. uv TD eE EXTERIOR ' --RE riuM, cMu oR AwsoRRr MooINEo wRIELo. — \ JI / i /—rEn sURSTRATE. EXtERIOR SEE iA8LE8 zeta iMDN M.STEEL \\ b ` MASIXdRY J I I r< uxNw \\luiuuir EDGE _ __ _ — — .r f OISTHlCE 4 I gyp• _ ..... RER AncHaR I: EDR STEF1 mros lHlrRER THAu ` `\c=NS. FRONT VIEW ( • 16—CaMauNTwrrHTHEFL—NO LDDE,A]%WODO BAC.KERWSTU—I. *: N.. E6706 ATTACHMENL BY OTTERS. EXTERIOR MOP1GiOR f/_ NOTES FOR INSTALLATION OPTION D: , "O I5 1) USE i ANGLE CLIPS PER MULLION END. CLIPS MUST BE NOTES FOR INSTALLATION OPTION F: INSERTED INSIDE OF MULLION. 1)FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. `,' QON AU Merlon C.P.caE' T. (m.IR) OP-1-9 WMR1 A-)or BP.n91# Hei#M(mr IIB4mm0y.P *V m4..) 125a 325 a .900 0ic T.Pn4.N. In.er0 RIaIgYtmFB TyT,vq. Imp ASI+Nola irro'OYV. u.ta P tuaN n+P'TM10. 1umN xecwPN1w0:p rnP'TIVO- Loup brr.prru5Y9 na'T 9twOYV M1U+a arusp l ix10. FO N N]nw. lase BrexNslust TnP'^N. InalYa 4€ P b" P 4 P 4 P) 5 m.o m.o ma2Amo roo r. m.o eo M.o N. rao ns ro.o n. rao m zsa sv ro.o m M.o Mo ro.o en mo zeo ro.o o,o A.e33F II.O MO 3B0 ro.0 1 ro0 3.2 m0 B2 Ae AO 54. ro0 AB m0 15 i0.0 311 0.0 A ro.o 311 00 3t+ IN. SM ra0 33t A.O At m0 NS R. MB m0 5. 51.9 B93 ra0 3YI Il9 ra0 A ro.0 ue 510 ro.0 M2 RO 5.3 3® 858 M A.0 A roD 425 A.I tl ra0 4V 5L3 tl tl m.0 M m MO 350 ro0 SA MZ bY1B1 M2 At5.8 x>e IMee2o bF MD VS 00 bt M.0 M M.0 4u T MO 0 MO 4m et] ai 11 tl Ae 700 aA b SM mO 1. la 42 51. 5 9M xT 5 tl b 8 5 4bm500] a 32&l320 M.0 WA AN b. IV V2 53 3M 32 8 3H W2 A. Yt0.. A. B atte8 D1 tl M. roN3.AB0 bJS..ee 395 3 33 eAram J6BR M 21S802 3MAtBR2tt Rufa19S i) t1bMW 2t.3 I].4 At Nt u.8 AI U.5 AP+ 2b.13O6WMmmA9FiFFMFn22SA3teOt3NA3e0t 1. 9.. M 11.2 IM I SEE UAH l HU-1 Uf b FUH CEH (HFK.;A I I VN. AMI Capacity TaO1. OW SWs.v`: zit 3.5h foc. 1FAw L1u fll.e G.0 RW.m Y MCNo]C6P P.Wma Oor T_ Yt8'EW Wexa l.'EW UFcw u' Elm tS EW Mown 1N•EIw MWm N' 93 E1co14BP.O.Io Y16• Eko190cm tlf 99 ElroABP.O.Iu 4f0 9Y.1Sr'.a (G57 9oaa @51 9aa1O9) EN. o:urc. not 1vr re- x-vY 3-1¢ o..e- os. oaxr e.ama.f k I Y.' 1-Y4' Y tlf Y t3T t1T 4,11N.to.l5wmu>aew fAe rtq. tk WW eaW etlW 1Su.u.0 u ORa)fJF (Fq. 2k mW WAW mW M)W Be.W tMW o.O.c.IR)NS]+ QwlIF4.32MtletTli'n m OM BOb SW E. 1W.If4 SL4 Wn runt aa]IOa 3b o 3MCI4o. 00.5rN P.C.IU ,MAW uum. IFb. 4k A' AwA wA es I FL9p ff.. 5k 2E rot II W t35 W tb W IIf W 3B0 W Anr) va ® I.1 F. OCI FLOP IN, ek NO W JAW WA MI W u21b SW W USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CIX4FIGURATKONS AND ALL ASSEMBLIES CONTAINING A SINGLE/ DOUBLE HUNG WINDOW. USE TRAPEZOIDAL TRIANGULARLOADINGFOR ALL OTHERS. ANCHOR CAPACITY ADJUSTMENT FORMULA: D o) X_ANCHOR CAP.., MULLION CAP.,„,,,„, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDW G TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY ( FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1. ISTANDARD CLIP SHOWN: FIGURE2 STANDARD CLIP SHOWN: TABLE NOTES: 1.25(r SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 15 FOR GENERAL INSTALLATION METHODS- FIGURE 3: ANGLE CUPMUSTBE USED IN PAIRS. FIGURE 4: FIGURE S: FIGURE B: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDODR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS' SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS_ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (GMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BEPRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.S5TM CU9INUM SHALL BE Ti083- T5 ANOBEAMINIMUM OF.100'THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL 3. 250' L- k- 100 T 71` U TCr-Ngc: Wo. EPTO' _ sw E Of FiCR•• O'JG _ C "" C . • ` OiVANCHORSINTOMETALSHALLEXTENDATLEAST3SCREWTHREADSBEYONDTHEMATERIAL. 10 6 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR4/0 S.S. 1IV X 3.25 X.100' MULLION' t . At- •.. A. LYNN MILLER, P.E. FL P.E.# 58705 Wabml Ce by TItl.(m.my ownbg Want 1.,, 19AcebrspWllrnp mlEol9) Or Owning NaoM (lor Ialmll MswWen91KNa1u) mn T.#Tv0. m m m ffi tmN t o 1Mir t o 115U115 lb]M4>r t^9 laUO+q boabV TyTn.,p, 1mA'o aarmBa. luS 9 Ty'MUV. L—V ArS.9u. Loaby Tryrurp. I a>sraribOt{ a6 i A.q ao.Wr1V RapTvoITV IIaUpYmTnpTvo. t gpa t-ft R..-.. L-ft Tz'nva. 1pU4V R — 1aO N Tuy9:r9tm{ dce814 Munbn dtT Al Nh yp gp gg 3a 4)ir x56 tm roo 349 39 m 10 4m 110 114 m.0 m0 m.0 m.0 m.0 N mo re mo Sm ro.o m ro.o e] mo Inw mo mo zm mAMI o0 3ae m0 Sm m.o mo xee ro o mA mo mo mo mo eN mo mA 1s roo 4a m.o mo snmo III mo14s m.4 ma mo m.o m m.o Ss4 rao e+e aM mol,I,I1 mo 7ffi m0 m0 433 mo Sm m0 Miaint m.o sa aSmmne TmeaSMzwm.] mm] LOAAAo mm) 0. 00o TC@F' rGy'{ Ao m0 x m a 413 rao N MO M mA lm Bm Sm4nnl nSNmnl gmte. 0> t teNele Smm dlass 411 m III m044m0 mo 00 6m544mmm3Mma44romemeeSmmAroO...AA5ps 5mm+.0oo mmAA. 00 f4SeMtee m 0 5 O OSamema Ml5M01 e3mA5bA.dA0 em)1a0>.. ao0t712A111WtR] 1, 61e Am.AA19...A. 000 Sm000 mlNeml 4mmm]30oo SSSNSemIIIxe4 roA0A1O 4mmmS. 00Oo N4lm]m01a]..0]eo0 445> mmmm 5 et 1 tmmffio b.1 SN StA 3,ID Jtt CAK 19U-1 U/O FLAK I.tKI It II:AI IVN. AneMr Cop. Xy Tab* (b .) 9ubtre 3.T Lwctie Sa Cux IUAw O10 f bOCW Pr WUo7 IIw9 A.Mor Clip P#bme U'U Type 1'1B pw urcm Va•pwllbwn S'+B pw LIB pmlAzvl nl'pw Ubcw V4' roB W NB EkptMncw 1: 53 pwAmnlito Ym 9Y4Sm.ICb) YI3 SMSae.IC.51 Yt1 SUM3mv(G5) EUp pNrm ON 2-HY Z 040' O5f O32P FnE mrO LS4' 13l' 1'4• Y I-19' 13'B 2-1@17B 1-O.0 IStrtw aO Cap1TV ty MOb WA 4—III n. O.C.I W2 AnWI CIM10119. 3): 1011q m6 mOq 11affib Smb m0a4 Nb Omb lm- A N/A 1A F-Clpft sL iffiq 1ffib IISq 4— 1106— Sal mb xltq MOB 211B MnOC" Faf Taoq 15:1btmb l4xb Smb USE THIS SHEET FOR^ CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE ORANDoy, CROSS CONFIGURATIOPIS. ALL ASSEMBLIES MiloCONCONTAINING/ SINGLEIDOUBLE HUNG WINDOW. USE TRAPEZOIDALTRIANGULARLOADING FOR ALL OTHERS. ANCHOR CAPACITY ADJUSTMENT FORMULA: DR-, i % (ANCHOR CAP. \ ANCHOR CAP. l(MULLION G1P.,v,,.., / USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUALPRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER TWIN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACITYTABLE- FIGURE I, STANDARD CLIP SHOWN: FlGURE2 STANDARD CLIP SHOWN: TABLE NOTES: 1,250•- 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 35 FOR GENERAL INSTALLATION METHODS. 11 1, FIGURE 3: ANGLE PAIRS. 4) 4: FIGURES: FIGURE B: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLEL+ MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONSHOWNONSHEET9. FIGURES SHOWSUGGESTED, APPRO%(MATE HOLE LOCATIONS.. SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW ANDOROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-90. WOOD SHALL1FIGUREBEPRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BEf045'T5 AND 18 A MINIUGE) STRUCTU 0• THICK. STEEL 5T DSLEAS BET MINIMTHICK M GRADE 33 ANDIOP.tO015'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A38- ALLRANCHORSINTOMETALSHALLEXTENDATLEAST3SCREWTHREADSBEYONDTHEMATERIAL 6 #12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S. OR 410 S.S. 3.250• p 4EOF.vz 12T X a 25' XA24'`!# 10 MULLION cN3) IN i MILLER, P.E. FALYiikMILLER, FL P.E.# 58705 3MM SEE CAR 1UU-101(FUK CEKI IFICAI IUN. AANp Capaeft TMM SWIINe 14 WcewA atf ibw CYU ea14-0 PT Wam MONOFCEpPilbmc AmAV Tpr 16 EvoMm.m IN'Elw Uhxm Yt4' ElrnU4 1a'fb Uvwm tN'Elw lavecm 1I1SS Evo 5I18' Eva t%' 35 Eka AWL— FtO AW Ylx Stwl 1— S (G5) Eap. IX.a ac t 24Z z-I2 r a.r maal. n mk 1-w' tyc x ArcM.QF.tY Yn. O.0 ISIYtivCvo6Fl Op 6q. tk 390b aBOa Fwb ZAb 340b 35.b Wb r.a 46.b B.Sb AM1'1ITO1. 1YNn. O.L./$INCYU a Oiw)LYp IFq. xk MOb 100a'A Arvnorsp3'Min O.c/RI hSArgb RpllFip, 3k isaa S.Ob TMb Nb 199zb fllxb SSab t AlcMspOM' Mn. O.L.I UGq. Mo.tUP AWm. (Fip.II flEA WA WAInsAalFcw 6c. st tub IQ. tnb rob Irb uxb x MCM1w+ Q 1.15'Nh O.ClF4y1F .6 2Wb iYla FIGUREI STANDARD CLIP SHOWN: e e FIGURE2 STANDARD CLIP SHOWN: FIGURE 3: ANGLE CLIP MSTeBE USEDU IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: m H- 01 fl::el USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONFIGURATIONS AND ALL ASSEMBLIES CONTAINING A SINGLE/DOUOLE HUNG WINDOW. USE TRAPEZOIDAL TRIANGULAR LOADINGFORALL OTHERS. ANCHOR CAPACITY ADJUSTMENT FORMULA DP_) % (ANCHOR UP.,„„w \ = ANCHOR CAP„„ MULLION CAP... w / USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REOUIREO' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN R IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 250' TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. Fpq 2) LINEARINTERPOLATIONBETWEENMULLLENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94' SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE tea, 6063- TS AND BE A MINIM UM OF. 100'THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045- THICK ( 18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I26- THICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 10 8 # 12 ANCHORS INTO WOOD MAY BE STEEL I" S.S. OR 410 S.S. 1.25' X 3.N' X .826' MULLION 11111111 1YNN 4" • L"'OM ` A. LYNWMILLtk. P.E. FL P. E.N 58705 L a-7 624 8201 WILL MULLION MULLION INSTRUCTIONS 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(L&%FP FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH 3) REFER TO SHEETS 6-8 TO DETERMINE IF THE WIND LOADING IS RECTANGULAR' OR'TRVWGULAR7TRAPEZOIDAL'. 41 FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT') FROM TABLES 2A THROUGH 4A, ON SHEETS 6 THROUGH 8 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBS/FPI FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBSI. THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FPI OBTAINED IN THE TABLE S HIGHER THAN THE DESIGN PRESSURE REGUIREMENT (LBSIFP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACTY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE B) VERIFY THE DESIGN PRESSURE RATING (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFP) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT. 74W USE THIS SHEET FOR CLIPPED MULLIONS 0 Tin 11I25' -y f--,125' 125 STANOARDCLIP 2.000' 6061m ALUM. I 2.125' 2.lr .1 ANGLE CLIP LLCLmSECigN606U-c ALUM.—'T6ALUM 125' T— % SECTION L X-SECTION .125' 125'J CENTER DF ANCHOR HOLE MUST LIE WRMIN THE CASHED BOUNDARY. SEE TABLES 2 BFOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHORHOLEORANCHORDIAMETER+ 1/16'. I--.— S V111• CUT HERE TO 375' CREATE—IRSEE 1 DETAIL F. SHEET 4 L F i Y STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPAEW TABLES 2Bd8 FOR THE ANCHOR O C. O%ANCE. MAXIMUM ANCHOR HOLE 01AMETER • ANCHOR DIAMETER - 1116'. 375' \ I 375' MIN. -- T 3.25' H I Gl OFFSET CLIP 6p63.T6 ALUM. TOPNEW 375' CENTER OF ANCHOR HOLE MUSTUE WITHIN THE DASHED F BOUNOARY SEE TABLES 28J8 FOR THEANCHOR O.C. DISTANCE_ MAXIMUMANCHORHOLE DAAETER = ANCHORDIAMETER. IlIT U-CLIP 6063-T6 AUM. TOPVIEW I1 i 2X5 ANGLE CLIP 8061T6 ALUM. TOPVIEW TABLE C Olmantlon If.-11n1 Far Yulllon: F 2.250 1.25' X 3.25' G 0.750 X.100' AWm nu H 1.500 Tupe MWIan F 1,938 1.25- X 3.25- G D%C X 624' um N 1A36 Tuee MO. F 2.625 1.25'X3.0M- G 1.125 X 624' ANminum H 1.500 I.. MuXI- NO DImAntlMm aMat (( POT Parti Yulllon Std. Cllp o6 glI, U Ilp An8lp alp 1.25X325'X.1D0'(5) 201W 66611PM 6861124M 6882AtOM 6665115M 7. 2S X3.2Y X.624-(6) 20151 M112MA 6661125M 6662411M N65116M 1. 25- X3.94'X.62C(7) 20162 6661117M 6681126M 866VHM I W517M MIN. Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 07- 0418.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2298-11 or RIO-2300-11. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank'"'M.0 JamesHardie P 9 EFFECTIVE NOVEMBER 2010 RM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS Visit www.iameshardie.com for the most recent version. SELECT CEDARMILL© - SMOOTH - COLONIAL SMOOTH® - COLONIAL ROUGHSAWN®- BEADED CEDARMILL© BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONETM PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONETM APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: CUTTING INSTRUCTIONS OUTDOORS INDOORSStoreflatandkeepdryand covered prior to installation. Installing 1. Position cuffing station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well -ventilated area siding wet or saturated may result in 2. Use one of the following methods: shrinkage at butt joints. Carry planks a. Best: i. Score and snap on edge. Protect edges and comers ii. Shears (manual, electric or pneumatic) b. Better: i. Dust reducing circular saw equipped with a NEVER use a power saw indoors NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade- saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum responsible for c. Good: L Dust reducing circular saw with a HardieBlade saw blade only use for low to moderate cutting) damage caused by improper Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is availableStorageand handling at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you of the product do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. GENERAL REQUIREMENTS: HardiePlank® lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing Irregularities in framing and sheathing can mirror through the finished application. HardiePlank® lap siding can also be installed over foam insulation/sheathing up to 1 " thick. When using foam insulation/sheathing, avoid over -driving nails fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. Adjacent finished grade must slope away from the building in accordance with local building Figure 1 Double Wall Single Wall codes - typically a minimum of 6" in the first 10'. Construction Construction Do not use HardiePlank lap siding in fascia or trip applications. water -resistive barrier let -in bracing Do not install James Hardie products, such that they may remain in contact with standing water plywood or 24' o.c. max. HardiePlank lap siding may be installed on flat vertical wall applications only. OSB sheathing For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. N These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. DO NOT use stain on James Hardie® products. INSTALLATION: JOINT TREATMENT* Required for ColorPlus• Finish, Recommended for Primed product) James Hardie does not recommend the use of caulk at field butt joints. Figure 2 water -resistive barrier joint install planks in moderate contact Install factory finished edges t, together at butt joints. For other jointing options, refer to local building code or NER 405 \ As required by local building code ***Apply caulk in accordance with caulk manufacturers written application instructions. water=resisfive barrier o o fastener 0 0 ° Install a 1 1/4" starter strip to o ensure a consistent plank angle a o leave appropriate gap between For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1$664Hardie or www.hardiewrap.com planKs ana mm, men camK WARNING: AVOID BREATHING SILICA DUST James Hardier products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade® saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. S005= HS0920-P1/4 10/10 CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 water -resistive barrier , concrete stud Maintain a 1" - 2" clearance between James Hardie° products and paths, steps and driveways. Figure 4 I 1'-2• .i.. HardiePlane lap siding Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not IN gap sidingCaulk flashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 and end cap` fascia Maintain a 1" - 2" clearance between James Hardie products and decking material. rt ure 5 siding water resistiveIbarrier deck material 2" joist flashing ledger y >O At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 9 Stepgashing ; rf KICKOUT FLASHING Because of the volume of water that can pour down br ; ei ` a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. a g adryenn(( earesmem6rane The root must be flashed with step flashing. Where i flashing ;. the roof terminates, install a lockout to deflect water 0 *.;DriPedge away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed rap in place, and then come back to install the kickout. Figure 9, Kickout Flashing# To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for all HardiePlank® lap siding products BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221 " HD x 2" long) 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast• nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" 11ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). 24"_ stud O.C. max. water -resistive barrier blind nail 1 1/4" min. overlap Figure 10 water -resistive barrier FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221 " HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.221 " HD x 1-1/2" long)' Figure 11 Minimum overlap for Both Face and Blind Nailing min. 1 1/4" overlap 24" — O.C. max. face nail 1 1/4" min. overlap water -resistive barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. When face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardiePlane Lap Siding. HS0920-P2/4 10/10 AZY GENERAL FASTENING REQUIREMENTS Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized, or stainless steel. placement to achieve specified design wind loads. Electro- galvanized are acceptable but may exhibit premature corrosion. NOTE: Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot -dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installing a Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) James Hardie,, products near the ocean, large bodies of water, or in Do not over -drive nail heads or drive nails at an angle. very humid climates. If nail is countersunk, caulk nail hole and add a nail. (fig. B) PNEUMATIC FASTENING For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool, hammer (For steel framing, remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth roves difficult, choose a P9PpSnug Flush Q7 9 Countersunk, Caulk & add nail setting that under drives the nail. (Drive under driven nails snug with a do not under oo NOT smooth faced hammer - Does not apply for installation to steel framing). Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie® products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed.100% Joint Sealant complying with ASTM C834. Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications. Back -rolling is recommended if the manufacturer' s written instructions or ASTM C1193. siding is sprayed. COLORPLUSO TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the ColorPlus• Technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlane lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus• product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on James Hardie® products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANK• LAP SIDING WIDTH SQ 1 SQ =10o sq.ft.) 5114 exposure) 4 61/ 4 5 7114 6 71/ 2 61/ 4 8 6 314 81/ 4 7 91/ 4 8 91/ 2 81/ 4 12 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: In accordance with ICGES Legacy Report NER-405, HardiePlank' lap siding is recognized as a suitable alternate to that specified in: the BOCA National Building Code/1999, the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998 International One- and Two -Family Dwelling Code, the 2003 International Building Code, and the 2003 International Residential Code for One -and Two - Family Dwellings. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U. S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New Yak MEA 223-934, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. HS0920- P3/4 10/10 Application Instructions for FORMERLY HERITAGE® 30 A Ko HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. 1. ROOF DECK These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled Low Slope Application". For roofs having pitches greater than 21 in. per foot, refer to special instructions titled "Mansard Roof or Steep Slope Roof'. Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by APA - The Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of APA - The Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 2. VENTEI&A'PION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffit vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or II vapor barrier is installed on the warm in winter side of the ceiling in climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more information consult your design professional. If the ventilation openings are screened, the total area should be doubled. IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. H. FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations, hand sealing of the shingles is required. To insure quicker sealing, apply 4 quarter -sized dabs of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive, meeting ASTM D 4586, Type 1, on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM - PRO@ SBS Flashing Cement, TAMKO or TAM -PRO@ Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the Limited Warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the Limited Warranty. See Limited Warranty on the wrapper or tamko.com for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. from each end and one 13-1 /2 in. from each end of the shingle for a total of 4 fasteners. See Standard Fastening Pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-1 l I ' I I I IEXPOIURE5-5/8" 11L 12-1/2"—h— 12-3/8" 12-1/2"—+ -1" Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamkO.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 1 s ...: = .. ; ;.,, ,. s, ; ,.ram, , CONTINUED from page 1) FORMERLY HERITAGE® 30 ARIMAU1 HERITAGE BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. from each end and one fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-IB' EXPOSURE 5-6V 3) High Wind Warranty Fastening Pattern. (For High Wind Warranty Application requirements) One fastener 1 in. from each end. One fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including sealant strip at eaves and rakes. Alternatively, along rakes, cement shingles to the underayment and each other in a 4 in. (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. pneperyDAvm Improperly Drhien 3V min diameter untfadrfvan overdrt. Brooked AsphahShhgles E I — Dactlng i va• nominal straight, good penetralton, inadequate too deep, cuts inadequate and flush urith shingle surface penetration into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 3/4 in. The Property Driven Improperly Driven lurderdnven overdriven crooked stingAsphalt g I — Decking k min. crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING PATTERN DIAGRAMS. 4. ONDEM AYMENT UNDERLAYMENT: An underlayment must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's Limited Warranty. Products which are acceptable for use as underlayment are: Asphalt Saturated Felt Underlayments: SuperX 30TM Underlayment TAMKO No. 15 Asphalt Saturated Organic Felt Any TAMKO non -perforated asphalt saturated organic felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or II or ASTM D4869 Specialty Underlayments: Tam -Shield® Synthetic Underlayment or Synthetic Shield Underlayment TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) A self-adhesive underlayment designed for use with asphalt shingles which meets ASTM D1970. For Asphalt Saturated Felt Underlayments: Apply the felt when the deck is dry. On roof decks with slopes 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the felt may be adversely affected by moisture and weathering. Laying of the felt and the shingle application must be done together. For All Other Special Underlayments: On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance with underlayment written application instructions. The underlayment should not be left exposed for a longer period of time than is specified in the underlayments written application instructions. The final roof covering must be installed before the structure is exposed to adverse weather conditions, such as wind driven rain, high wind, hail, ice storms, etc. (Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 e,9tid xr z`fi, r.?t':, .-n1: .r ,°ci._ ,:c,. x.,t. t e^,.r 777.•R. ' ".,:"4' CONTINUED from page 2) FORMERLY HERITAGE® 30 MNK=JOHERITAGEO BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX o Frederick, MD • Joplin, MO • Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used. S. APPLICATION INSTRUCTIONS STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, TAMKO 10-inch Starter or self-sealing 3-tab shingles. If self- sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. if drip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. For wwol m wind most— along rakes, install any Eave ftashirg a as"sal—ted lee edgepr¢t : Rake\\ Start first strip with 1(1 shingle Starts, ships ovmhantp Sall_dto, Eave Fasa not s removed, than Ioaow wN, ins eaiies as, rakes ad— located strips corder to Opsel with the 1I4' to 36'6w drip edge positioned I -Ire 03" first shingle c sa. Bashing is Pant.11 drip Wong saves tron saw, edge edge Meshing a aesere. or rake edge instal star)tes swan wear drip edge. SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. if drip edge is not present. if drip edge is present, align shingle edge with drip edge flashing. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece hVf j t `fy 16.9l8 : r ve u °23w z,r cniu Sth Course 4th course 3rd Course 2nd course l at course r 101V8" of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. LCur Yea Ilrst aaeae shingle to make 2 and a 10 3Wlength. Cut a aocorq shingle to make a 23' and a 16 31T length. 2,a'as i9 17 2 Oeo apat pkahwitha full length shingle. Then lay your 29', 23', 16 3W and 10 318' lengths. As you Cat see, three shingles with two outs make five courses. 3Canino work g your waY,Z,= the roof. when you make yoix foal atotheThoedge. tip ary worked in & g a enger Deck ontotheroot. These pietas can be worked in atywmara witlaW Creating zw rs order variations. NOTE: Do not align joints of shingle wurses when working in cut Ptoces. Joints should! be w closer than 4' horn one another. 6. LOW SLOPS APPLICATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/2- sheet width along the eaves and overhanging the drip edge by 1/ 4 to 3/4 in. Place a full -sheet width over the 1/2-sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2-sheet width. If winter temperatures average 25°F or less, thoroughly cement the laps of the entire underlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO' s Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment self -adhering underlayment may be used in lieu of the cemented felts. 9. MANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in. per foot (60), each shingle must be sealed with TAM - PRO@ SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive immediately upon installation. Quarter -sized dabs of cement or adhesive must be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. Continued)l Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 CONTINUED from page 3) FORMERLY HERITAGE® 30 T!lMRU HBRITAGEO 6016UIMG PROwomingamillDOC'PS LAMINATED ASPHALT 361N66BS Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 8. RE400FINO Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. It is not recommended to install laminated asphalt shingles directly over existing laminated shingles due to the unevenness of the existing multi -layered shingles. The performance of the sealant feature may be compromised, preventing the shingles from sealing properly. It is acceptable to install laminated shingles over existing three -tab strip shingles which are flat and essentially intact. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and applyTAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. NP First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. (See section 5). 9. VM&U AMICATION Over the shingle underlayment, center a minimum 36 in. wide sheet of Moisture Guard Plus®, TW Metal & Tile Underlayment, or a minimum 50 lb. roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. Minimum 36' wide sheet Valley centerline of Moisture Guard Phis, I TW Metal & i Tile or 50 lb. or heavier roll roofing Undertayment Extra nail in end of shingle Place tip of shingle on the edge of the vertical shingle, 2 inches back from valley centerrute and covering the vertical shingle- Extend end shingle 12'-18' beyond valley centerline No fasteners within 6' of centerline FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Continued)l Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 osrlann Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 a - CONTINUED from page 4) FORMERLY HERITAGE® 30 Il! HERITAGEO BUILDING PRODUCTS LAMINATED ASPBUT SHINGLES Dallas, TX e Frederick, MD • Joplin, MO • Phillipsburg, KS 10. HIP AND RMSE FASTENING DETAIL Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1 /4 in. longer than the one used for shingles IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start 5-1/8" exposure here— FnM]Start 8 THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Information included in these application instructions was current at time of printing. To obtain a copy of the most currentversion of these application instructions, visit us online at tamko.com or call us at 800-641-4691. TAMKO®, Moisture Guard Plus®; Tam-Shield®,TAM-PRO®and Heritage® are registered trademarks and SuperX 30 is a trademark of TAMKO Building Products, Inc. Central District 220 West 4thSt., Joplin, MO 64801 800-641-4691 09/19114 Visit Our Web Site at Northeast District 4500 Tamko Dr.; Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko. com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 5 JP69909 October 11, 2012 Tamko Building Products Inc Ms. Kerri Eden 220 W 4th St PO Box 1404 Joplin, MO 64801 RE: TAMKO Shingles Dear Ms. Eden: This is to confirm that the attached shingle matrix pertains to Tamko produced shingles. All the products have been tested and meet the criteria for the standards mentioned. They are covered by UL's Follow -Up Service Program under Tamko's File R2919. The Listing Mark of Underwriters Laboratories Inc. on the product is the only method provided by UL to identify products manufactured under its Listing and Follow -Up Service. Combination Listing/Classification Mark — A Listing Mark combined with a Classification Mark is provided on products that have additionally been investigated in accordance with various supplemental standards. Please refer to the labels on the product. Should you have any questions, please feel free to contact the writer. Very truly yours, 4 40 f44441 William G Marshall (Ext. 42735) Sr. Engineering Associate Fire Protection Division 3019A Reviewed By: Alpesh Patel (Ext. 42522) Staff Engineer Fire Protection Division 3019A TMW Shingle Matrix Phillipsburg, X9 Frederick, 0 Product Nary AST, A3T?4 ASP4 IIL AIM CSA product Nair AS ASTMASTMIIL AST' CSA 03462 D2161 D6381 MG 07158 1.23.5 D2462 D2161 D6381 2380 D7158 122.5 Class Class Class Class Class Class Class Class F H H H F H H H Glass -Seal CAR) Glass -Seal CAR) x x x x x Elite Gla5r9e21 (AR) Elite Glass- -Seal (AR) x x x X x Heritage x x X x x x Heritage x x x x x x Heritage 30 CAR) x x X X x x Heritage 30 (AR) x x X x x x Heritage XL CAR) Heritage XL CAR) x x Heritage Woodgate x x Heritage 50 CAR) X x x x x x Heritage 50 CAR) x x x x x x Heritage :12I lum x x x x x x Heritage premium x x x x x x Heritage Vintage CPR) x x X x x x Heritage Vantage (AR) Heritage Vintage f A 12-1/4 X 12 Hip and Ridge X x 12 f 12 Hip and Ridge Dallas, TX Tuscaloosa, AL Product Name ASLv ASTM ASTM III. AST CSA IIL product Rase ASTI4 P.MI ASTu n ASTM CSA D3462 D3161 D6251 2850 D7158 123.5 2218 D2462 D3161 D6281 2380 D7158 122.5 Class C1255 Class Class Class Class Class Class i H H H s H H H Glass -Seal CAR) Glass -Seal (AR) x X x x x Elite GlasrSeal (AR) Elite Glass -Seal. (PR) x x x x x Heritage x x x x x x Heritage x x x x x x Heritage 20 CAR) x X x x x x Heritage 30 (AR) X x x x x x Heritage XI CAR) x x x x x Heritage XL CAR) Heritage Toodgate x x X x x x Heritage 50 CAR) x x x x x x Heritage 50 CAR) X x x X x x Heritage premium X x x x x x Heritage Premium x x x x x x Heritage Vintage CAR) Heritage Vintage (AR) Heritage IR X t x t f K t 12 X 12 Hip and Ridge x x Product Name Glass -Seal (AR) Elite Glass -Seal (AR) Heritage Heritage 30 (AR) Heritage XL (AR) Heritage 50 (AR) Heritage Premium Heritage Vintage (A_R) 12 x 12 Hip and Ridge 12-1/4 z 12 Hip & Ridge Joplin, MD ASTM D3452 ASTM D3151 AS133 D6331 UL 2390 A_SPM D7158 CSA Class F Class H Class H Class H 123.5 x X X X x x x x x X x x x X x x x x x x x xx ---- ---- ---- x x 44 TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 Manufacturer: MID -STATES ASPHALT AND CANT STRIP, INC. 1637 51" Street Tuscaloosa, AL 35401 800)489-2391 hftp://www.midstatesasphalt.com Manufacturing Plants: Nashik, India Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.3.3, Properties: Physical properties REFERENCES Entity PRI Construction Materials Technologies (TST6049) PRODUCT DESCRIPTION AND APPLICATION 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 2014 FLORIDA BUILDING CODE 1507.5.3, 1507.7.3, 1507.8.3, 1507.9.3 Issued March 31, 2015 Report No. Standard Year RTX-002-02-01 ICC-ES AC 188 2012 MSA QUIK-FELT MSA QUIK-FELT is a woven polypropylene mechanically attached underlayment for use in steep slope roofing as an alternative to ASTM D 226, Type I and Type II. Deck Type: The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than'/8" gap at abutting joints. Min. slope: 2:12. For slopes less than 4:12, the underlayment must be half -lapped a full 24" over the underlying course. Attachment method: Underlayment shall be attached in accordance with the FBC requirements. At minimum, mechanically fastened with minimum 1" diameter plastic cap naps with min. 1" shank placed 12" o.c. at the side laps and 2" from the from edge of the sheet and 24" o.c along the along the center lines printed on the sheet. The side laps shall be a minimum 4" wide and minimum 12" wide at the end laps. End laps shall be fastened 12" o.c. along the lap and 2" from the end of the top layer. The underayment is installed starting at the eave, with the length of the roll parallel to the eave with the printed side facing up. All side laps shall be installed to shed water from the deck. Allowable roof coverings: Asphalt shingles, wood shakes and shingles, slate shingles, metal roof panels and shingles MSA14001.1 FL17188-R1 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED 3 TECHNICAL SERVICES, LLC LIMITATIONS MID -STATES ASPHALT AND CANT STRIP, INC. MSA QUIK-FELT Code Approved Q CIe Orip Edge At Rake Synthetic' App,=ieda r Undefiayment Untiertaymeru: Uk,'R'°A y. a°[i> "Ir•Fyt yt gp"«fi s `w 7a* r 20 From Edge b, grrFt''YR+ka4•'%,j N, V"v i II ,C, '1.J•. i e• DrIp Edge.At Eavei Applied Direttly To peck Reccsfttrr nded • Recommied Figure 1. Installation Detail for MSA QUIK-FELT 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 7) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 8) The underlayment may be used as described in other current FBC product approval documents. 9) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underayment to the roof deck. 10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. MSA14001.1 FL17188-R1 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. iGREEDATECHNICALSERVICES, LLC COMPLIANCE STATEMENT MID -STATES ASPHALT AND CANT STRIP, INC. MSA QUIK-FELT The products evaluated by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. G`? : RAF ,, CE NSF•, No 74021 STATE OF : 441 111111111 CERTIFICATION OF INDEPENDENCE 2015.0331 06:49:40 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. MSA14001.1 END OF REPORT FL17188-R1 3of3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FINAL SURVEY LEGAL DESCRIPTION: LOT 1 & 2, BLOCK 7, HIGHLAND PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGE 28, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294. DATED 9/28/2007. CERTIFIEDTO: VICTORY PROPERTY, INC.; PAUL, ELKIND, BRANZ, & KELTON, P.A. 3P 7r853 oa'l6E ay) a eb1G 1gr - Ma,(gaPu oadl 21Q1 - l36 J P 1 Co Gfe 113O l- p5 T Box Bf,,cv, on concret 0fNewaH 1P 1 T 1.3' 3x9 4t Pic .............. r0(N dNail 3p 0 55.5 .............. N Aentificatioo wC -SioN a? 1 Guy wire 1de 8 ?". . 9. 1' off a...'.'.'...'.'Res 46` .... . Light Poles 25 6' a Roofed 10.0, w & 16.1'S w 63, Entry N N o t 12 Z Rootleld o p 125 MARGARET ROAD, SANFORD, FLORIDA 32771 NE Corner of Lot 4, Block 7 Find. %" Rebar 001Q1 1 ( No Identification) tJ6 t , Cis 10, Fnd. %" Rebar Cap "LB 6724" 2 c Lot 3 Block 7 i Lot 2 o A Block 7 r' O0 u? J a O En N -.5 ' o C 1 N a0- i o Lot 1 c Block 7 \ GuY` n I to aOR I O tAT& T IManhole — UE 1 ., lMl 12. 7' " 4' W s 4p Na Rg lM) 1 Find. %' RebarCap "LB 6724" 1 7ck AT&TBoxIon concrete Lot 9 i fl Block 7 i 1 I Revision: Final Survey - 06/22/18 Note: All Bearings Shown Hereon are "ASSUMED" Field Date: 6/21/2018 Date Completed: D6/22/18 Drawn By: BJ File Number:IS-33769 FI Legend- C Calculated PC - Point of Curvature Centerline Pg. ' Page B Concrete Block PI - Point of Intersection CM Concrete Monument P.O.B. - Point of Beginning Conc. Concrete P.O.L. - Point on Line D Description PP - Power Pole DE Drainage Easement PRM • Permanent Reference Esmt. Easement Monument F.E. M.A. • Federal Emergency PT - Point of Tangency Management Agency R - Radius FFE Finished Floor Elevation Rad. • Radial Fnd. Found R&C - Rebar & Cap IP Iron Pipe Rec. - Recovered L Length ( Arc) Rfd. - Roofed M Measured Set - Set K" Rebar & N&D Nail & Disk Reber Cap "LB 7623" N.R. Non -Radial Typ. - Typical ORB Official Records Book UE • Utility Easement P Plat WM • Water Meter P.B. Plat Book A • Delta (Central Angle) Wood Fence 0— - Chain Link Fence C1 R = 266. 81'(P) 0 = 18- 11'52"(M) C = 84. 39'(M) L = 84. 74'(M) CB = N10- 11'34"W(M) NOTES Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a "BB-. Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfield locations are approximate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended, Without Written verification, Will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. POI NTS OF INTEREST - NONE VISIBLE 1.0' . — Find. %" Rebar No Identification) Graphic Scale MR 15' 3 ' 60' Scale: 1 "= 30' I hereby Certify that this Boundary Survey of the above Descrbed Properly is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveyii in the State of Florida in accordance with Chapter 5J-17.052 Florida Administrative Codes, Pursuant Q,ticn 472aQ27 Florida Statutes. Patrick K. Irelan , ..`<oatof? 6637 LB 7623 This Survey is intend Y Gr use of Said Certified Parties. This Survey NOT VALID UN and Embossed with Surveyor's Seal. Ireland & Associates Surveyti119, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www, ire landsurveying.com Office-407. 678.3366 Fax-407.320.8165 , 588 Santiago Avenue RECORD COPY Orlando, FL32807 800.945-4278 info@newberrycustomnornes,com 1/30/2018 Mr. Steve Fiorcy, CBO Deputy Building Official Building & Fire Prevention Division I have personally inspected the HVAC ductwork today after it was brought to my attention with the rain we had on 1/29/2018 of possible water damage? In Inspecting the job site and HVAC ductwork in question I see no damage visible. I have inspected the ductwork and found it clean and dry with no damage. Thanks, Newberry Homes Mike Newberry Licenses CBC1251643 new be rrycu stom homes. CO M